HomeMy WebLinkAboutMEADOWBROOK AREA UTILITY IMPROVEMENTS BLAIR CONSTRUCTION
CONTRACT DOCUMENTS & SPECIFICATIONS
for
AUGUSTA UTiliTIES DEPARTMENT
MEADOWBROOK AREA UTiliTY IIMPROVEMENTS
PROJECT NO.: 50134
Augusta, Georgia
September 24, 2007
Prepared by
4210 Columbia Road
Suite 16-A
Martinez, GA 30907
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~n~~R~r.q~
Tel: (706) 863-8010
Fax: (706) 863-8011
mail@onesourcedev.com
"We bring the pieces together... "
Land Planning - Environmental Services - Surveying - consulting Engineering - Stormwater Management
(08-06012)
CONTRACT DOCUMENTS & SPECIFICATIONS
for
AUGUSTA UTILITIES DEPARTMENT
MEADOWBROOK AREA UTILITY IIMPROVEMENTS
PROJECT #50134
Augusta, Georgia
AUGUSTA-RICHMOND COUNTY COMMISSION
The Honorable Deke S. Copenhaver
Mayor
Betty Beard
Marion F. Williams
Joe Bowles
Calvin Holland, Sr.
Andy Cheek
Jerry Brigham
Jimmy Smith
J. R. Hatney
Don A. Grantham
Bernard E. Harper
Frederick L. Russell
Administrator
Max Hicks, Director
Augusta Utilities Department
OneSource Development, LLC
Martinez, Georgia
Land Planning - Environmental Services - surveying
Consulting Engineering - Storm water Management
September 24, 2007
(08-06012)
AUGUSTA UTILITIES DEPARTMENT
BOND PROJECT #50134
MEADOWBROOK AREA UTILITY IIMPROVEMENTS
Augusta, Georgia
TABLE OF CONTENTS
SECTION
TITLE
PAGE NO.
CONTRACT DOCUMENTS
Agreement........ ......................................... .......................... ...... A-1 thru 3
Bid Form & Addenda..................... ....... ...... ................... ........... P-1 thru 19
Addendum No.1................... .......... .......................... ...... ....... .,. 1 page
Addendum No. 2. ..................................................................46 pages
Performance Bond..................... ....... ........................... ......... ... PB-1 thru 3
Payment Bond....................................................................... PTB-1 thru 3
Certificate of Owner's Attorney.. ......... .......................... ...... .... ......... COA-1
General Conditions........ ....... ............................ ....... ............. .GC-1 thru 52
Supplemental General Conditions............. ........... ................ ...... ..... SGC-1
Notice of Award............................ ........ ......................... ............... ...... NA-1
Notice to Proceed................. .................................. ........................... NP-1
Construction Change Order............................................................ CCO-1
Certificate of Substantial Completion ................................... CSC-1 thru 2
Waiver of Lien... ............................ ........ ............................. ........ ..... ... WL-1
Application for Payment ...........................................................AP-1 thru 2
TECHNICAL SPECIFICATIONS
TS-1
TS-2
TS-3
TS-4
TS-5
TS-6
TS-7
TS-8
TS-9
TS-10
TS-11
TS-12
TS-13
TS-14
Clearing and Grubbing........... ..................................... ........... TS1-1 thru 2
Excavation and Backfilling.. ........................... ........ ................ TS2-1 thru 4
Graded Aggregate Base .. .............................. .................................. TS3-1
Graded Aggregate Surface Course............ .......... ............................ TS4-1
Bituminous Paving..................................... ..... ..... .............. .... TS5-1 thru 3
Concrete Construction ........................................................... TS6-1 thru 2
Grassing Bermuda ................................................................. TS7-1 thru 3
Erosion, Sedimentation & Pollution Control Measures ........... TS8-1 thru 7
Flowable Fill.......... ........... ........................... ........................... TS9-1 thru 2
Curbs and Gutters, Concrete................ ........................... .... TS1 0-1 thru 5
Concrete Pavement ............................................................. TS11-1 thru 3
Sanitary Sewer System ..... ............................... ....... ........... TS12-1 thru 12
Water Distribution System ................................................. TS13-1 thru 16
Measurement and Payment ................................................. TS14-1 thru 6
Incl. Sanitary Sewer, Water, Pavement Structures, Miscellaneous & Lump Sum Construction
AUD STANDARD DET AILS..................................................................................... Pages 1 thru 30
TABLE OF CONTENTS
4/11/2007
TC-I
(06012)
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
SECTION A
AGREEMENT
THIS AGREEMENT, made on the _ day of . 2007, by and between AUGUST A,
GEORGIA, BY AND THROUGH THE AUGUST A-RICHMOND COUNTY COMMISSION, party of the
first part, hereinafter called the OWNER, and BLAIR CONSTRUCTION, INC, party of the second part,
hereinafter called the CONTRACTOR.
WITNESSETH, that the CONTRACTOR and the OWNER, for the considerations hereinafter named, agree as
follows:
ARTICLE I - SCOPE OF THE WORK
The CONTRACTOR hereby agrees to furnish all of the materials and all of the equipment and labor
necessary, and to perform all of the work shown on the plans and described in the specifications for the
project entitled:
AUGUST A UTILITIES DEPARTMENT - PROJECf #50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
and in accordance with the requirements and provisions of the Contract Documents as defined in the General
and Special Conditions hereto attached, which are hereby made a part of this agreement.
ARTICLE II - TIME OF COMPLETIONILIQUIDATED DAMAGES
The work to be performed under this Contract shall be commenced within 10 calendar days after the date of
written notice to proceed by the OWNER to the CONTRACTOR and that he will complete the work
Designated as "Part 1", within One Hundred eighty days (180) calendar days after such notice, and will
complete all work within Five hundred forty (540) calendar days with all such extensions of time as are
provided for in the General Conditions.
It is hereby understood and mutually agreed, by and between the CONTRACTOR and the OWNER, that the
date of beginning, rate of progress and the time for completion of the work to be done hereunder are
ESSENTIAL CONDITIONS of this contract. CONTRACTOR agrees that said work shall be prosecuted
regularly, diligently, and uninterruptedly at such rate of progress as will ensure full completion thereof
within the time specified. It is expressly understood and agreed by and between the CONTRACTOR and the
OWNER, that the time for completion of the work described herein is a reasonable time for completion of the
same, taking into consideration the average climatic range and construction conditions prevailing in this
locality .
IF THE CONTRACTOR SHALL NEGLECT, FAIL, OR REFUSE TO COMPLETE THE WORK WITHIN THE
TIME HEREIN SPECIFIED, then the CONTRACTOR does hereby agree, as a part of the consideration for the
awarding of this contract, to pay the OWNER the sum of two hundred and fifty and no/l00s ($250.00)
Dollars, not as a penalty, but as liquidated damages for such breach of contract as hereinafter set forth, for
each and every calendar day that the CONTRACTOR shall be in default after the time stipulated in the
Contract for completing the work.
The said amount is fixed and agreed upon by and between the CONTRACTOR and the OWNER because of
the impracticability and extreme difficulty of fixing and ascertaining the actual damages the OWNER would,
AGREEMENT
9/24/2007
A-I
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
in such event, sustain, and said amounts shall be retained from time to time by the Owner from current
periodical estimates.
It is further agreed that time is of the essence for each and every portion of this Contract, and the
specifications wherein a definite portion and certain length of time is fixed, if additional time is allowed for
the completion of any work, the new time limit fixed by extension shall be the essence of this contract.
ARTICLE III - PAYMENT
(A) The Contract Sum
The OWNER shall pay to the CONTRACTOR for the performance of the Contract the amount as
stated in the Proposal and Schedule of Items. No variations shall be made in the amount except as set
forth in the specifications attached hereto.
(B) Progress Payment
On no later than the fifth day of every month, the Contractor shall submit to the OWNER's Engineer
(hereinafter called, the PROFESSIONAL) an estimate covering the percentage of the total amount of
the Contract which has been completed from the start of the job up to and including the last working
day of the preceding month, together with such supporting evidence as may be required by the
Owner and/ or the Professional. This estimate shall include only the quantities in place and at the
unit prices as set forth in the Bid Schedule.
On the vendor run following approval of the invoice for payment, the OWNER shall after deducting
previous payments made, pay to the CONTRACTOR 90% of the amount of the estimate on units
accepted in place. The 10% retained percentage may be held by the OWNER until the final
completion and acceptance of all work under the Contract.
ARTICLE IV - ACCEPTANCE AND FINAL PAYMENT
(A) Upon receipt of written notice that the work is ready for final inspection and acceptance, the
Professional shall within 10 days make such inspection, and when he finds the work acceptable under
the Contract and the Contract fully performed, he will promptly issue a fina1 certificate, over his own
signature, stating that the work required by this Contract has been completed and is accepted by him
under the terms and conditions thereof, and the entire balance found to be due the CONTRACTOR,
including the retained percentage, shall be paid to the CONTRACTOR by the OWNER within 15
days after the date of said final certificate.
(B) Before final payment is due, the CONTRACTOR shall submit evidence satisfactory to the
Professional that all payrolls, material bills, and other indebtedness connected with work have been
paid, except that in case of disputed indebtedness of liens of evidence of payment of all such
disputed amounts when adjudicated in cases where such payment has not already been guaranteed
by surety bond.
(C) The making and acceptance of the final payment shall constitute a waiver of all claims by the
OWNER, other than those arising from unsettled liens, from faulty work appearing within 12 months
after final payment, from requirements of the specifications, or from manufacturer's guarantees. It
shall also constitute a waiver of all claims by the CONTRACTOR except those previously made and
still unsettled.
AGREEMENT
9/24/2007
A-2
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
(D) If after the work has been substantially completed, full completion thereof is materially delayed
through no fault of the CONTRACTOR, and the Professional, so certifies, the OWNER shall upon
certification of the Engineer, and without terminating the Contract, make payment of the balance due
for that portion of the work fully completed and accepted.
Each payment shall be made under the terms and conditions governing final payment, except that it
shall not constitute a waiver of claims.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement in three (3) counterparts, each
of which shall be deemed an original, in the year and day first mentioned above.
o
Witness "'\l~~\'tl:.';' .
Di'r
(SEAL)
(SEAl;)<', .
.f tIT OWNEIC Augu"a, G'o<g;a
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CONTRACTOR: '3/e...,-"... Lo_f...r;,-vc.hc..-,/~,
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As its : \t'~e -;z;>/'6'u'c/e......,L-
ATTEST:
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AGREEMENT
9/24/2007
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MEADOWBROOK AREA 1lT1UTY IMPROVEMENTS
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SECTION P
PROPOSAL
DATE:
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Gentlemen:
'/ _ In compliance with you invitation for bids, the undersigned hereby proposes to furnish all labor,
eq~pment and materials, and perform all work for the project referred to herein as:
AUGUST A UTILmES DEPARTMENT - PROJECT #50134
MEADO~ROOKAREAUTILITYIMPROVEMENTS
In strict accordance with the Contract Documents and in consideration of the amounts shqwn on the bid
schedule attached hereto and totaling:
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and ;.he/., c.we /100 dollars (
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The undersigned hereby agrees that, upon written acceptance of this bid, he Will within 10 days
of receipt of such notice exeCute a formal contract agreement with the Owner, and that he will provide
the bond or guarantees requ3red by the contract documents.
)
The undersigned hereby agrees that, if awarded !::he contract, he will commence the work within
Ten (10) calendar days after the date of written notice to proceed, and that he will complete the work
Designated as "Part 1", within One Hundred eighty days (180) calendar days after such notice,-and will
complete all work within Five hundred forty (540) calendar days after the date of same notice.
The undersigned acknowledges receipt of the following addenda:
Addendum No.
/
Addendum Date
~--y ]0 /2-&>07
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~c:..-y .10 " :!!-OO/
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Enclosed.is a~bid.("'llara.Iitee:COiiSiStin-g.or -- e::i.-b;d-=/so~""2I
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amount of Yo O=-Pr-- ~~_~_"'7""'"
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PROPOSAL
4/11/2007
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~ BOND PROJECT #50134
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SANITARY SEWER BID SCHEDULE
p:!:~:~:~:f~ No Entry Required
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8" diameter pve sanitary sewer pipe SDR 35, Depth 0' to 6',
including Type /I (No, 67 stone) bedding material
S-18 10" diameterPVe sanitary sewer pipe SDR 35, Depth 0' to 6',
including Type /I (No, 67 stone) bedding material
5-1 e 12" diameter pve sanitary sewerpipe SDR 35, Depth 0' to 6',
including Type II (No 67 stone) bedding material
S-1D 1~" diameter pve sanitary sewer pipe SDR 35, Depth 0' to 6',
including Type II (No. 67 stone) bedding material
S-1 E 18" diameter pve sanitary sewer pipe SDR 26, Depth O' to 6',
including Type II (No, 67 stone) bedding material
S-1 F 21" diameter pve sanitary sewer pipe SDR 26, Depth 0' to 6',
including Type II (No. 67 stone) bedding material
5-1 G 24" diameterPVe sanitary sewer pipe SDR 26, Depth 0' to 6',
including Type /I (No, 67 stone) bedding material
5-1H 27" diameter pve sanitary sewer pipe SDR 26, Depth 0' to 6',
including Type II (No. 67 stone) bedding material
S-11 30. diameter pve sanitary sewer pipe SDR 26, Depth 0' to 6',
including Type II (No, 67 stone) bedding material
S-2A a" diameter pve sanitary sewer pipe SDR 35, Depth 6' to 8',
including Type II (No, 67 stone) bedding material
S-28 10" diameter PVC sanitary sewer pipe SDR 35, Depth 6' to a',
including Type II (No 67 stone) bedding material
5-2C 12. diameter pve sanitary sewer pipe SDR 35, Depth 6' to S',
including Type /I (No 67 stone) bedding material
S-2D 15" diameterPVe sanitary sewer pipe SDR 35, Depth 6' to 8',
including Type II (No 67 st~lne) bedding material
S-2E 18" diameter pve sanitary sewer pipe SDR 26, Depth 6'.to 8',
including Type II (No. 67 stone) bedding material
S-2F 21" diameter PVesanltary sewer pipe SDR 26, Depth 6' to B',
including Type II (No. 67 stone) bedding material
S-2G 24" diameter pve sanitary sewer pipe SDR 26, Depth 6' to 8',
including Type II (No. 67 stone) bedding material
S-2H 27" diameter pve sanitary sewer pipe SDR 26, Depth 6' to 8',
including Type II (~o 67 stone) bedding material
S-2f 30u diameter pve sanitary sewer pipe SDR 26, Depth 6' to 8',
including Type II (No 67 stone) bedding material
S-3A 8" diameter pve sanitary sewer pipe SDR 35, Depth 8' to 10',
including Type II (No. 67 stone) bedding material
S-38 10" diameter PVC sanitary sewer pipe SDR 35, Depth 8' to 10',
including Type II (No, 67 stone) bedding material
PROPOSAL
4/11/2007
05-06012-5anitary and Water Bid Schedule 5-29-2007 xis
400
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PROJECT #50134
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AUGUSTA UTILITIES DEPARTMENT
-;:;;-- . BOND PROJECT #50134
RG "MEADOWBROOK AREA UTILITY IMPROVEMENTS"
S-4C
S-4D
S-4E
S-4F
S-4G
S-4H
S-41
$-5A
S-58
S-sc
S-5D
12" diameter PVC sanitary sewer pipe SDR 35, Depth 8' to 10',
including Type II (No 67 stone) bedding material
15" diameter PVC sanitary sewer pipe SDR 35, Depth 8' to 10', inWH!H~!ffHiW11
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8" diameter PVC sanitary sewer pipe SDR 35, Depth 10' to 12',
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10' diameter PVC sanitary sewer pipe SDR 35, Depth 10' to
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12" diameter PVC sanitary sewer pipe SDR 35, Depth 10' to
12', including Type II (No. 67 stone) bedding material
15" diameter PVC sanitary sewer pipe SDR 35, Depth 10' to
12', including Type II (No. 67 stone) bedding material
18" diameter PVC sanitary sewer pipe SDR 26, Depth 10' to
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21" diameter PVC sanitary sewer pipe SDR 26, Depth 10' to.
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30' diameter PVC sanitary sewer pipe SDR 26, Depth 10' to
12', including Type II (No 67 stone) bedding' material
8" diameter PVC sanitary sewer pipe SDR 35, Depth 12' to 14',
including Type II (No 67 stone) bedding material
10' diameter PVC sanitary sewer pipe SDR 35, Depth 12' to
14', including Type II (No, 67 stone) bedding material
12. diameter PVC sanitary sewer pipe SDR 35, Depth 12' to
14', including Type II (No. 67 stone) bedding material
15" diameter PVC sanitary sewer pipe SDR 35, Depth 12' to
14', including Type II (No. 67 stone) bedding material
SANITARY SEWER BID SCHEDULE
8-3D
S-3E
8-3F
S-3G
S-3H
8-31
S-4A
S-48
PROPOSAL
4/11/2007
05-06012-Sanitary and Water Bid SChedule 5-29-2007 Jds
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PRO JECT #50134
"
AUGUSTA UTILITIES DEPARTMENT
BOND PROJECT #50134
"MEADOWBROOK AREA UTILITY IMPROVEMENTS"
SANITARY SEWER BID SCHEDULE
~ Unit Price Required
S-SD
S-6E
S-SF
S-6G
S-6H
S-7A
8-78
S-7C
S-7D
S-7E
S-7F
S-SE
18" diameter PVC sanitary sewer pipe SDR 26, Depth 12' to
14', including Type" (No 67 stone) bedding material
21" diameter PVC sanitary sewer pipe SDR 26, Depth 12' to
14', including Type II (No 67 stone) bedding material
24" diameter PVC sanitary sewer pipe SDR 26, Depth 12' to
14', including Type II (No. 67 stone) bedding material
27" diameter PVC sanitary sewer pipe SDR 26, Depth 12' to
14', including Type II (No. 67 stone) bedding material
30" diameter PVC sanitary sewer pipe SDR 26, Depth 12' to
14', including Type II (No 67 stone) bedding material
8" diameter PCV sanitary sewer pipe SDR 35, Depth 14' to 16',
including Type II (No. 67 stone) bedding material
10. diameter PCV sanitary sewer.pipe SDR 35, Depth 14' to
16', including Type II (No. 67 stone) bedding material
12" diameter PCV sanitary sewer pipe SDR 35, Depth 14' to
16', including Type II (No, 67 stone) b.edding material
15' diameter PCV sanitary sewer pipe SDR 35, Depth 14' to
16', including Type II (No 67 stone) bedding material
18' diameter PCV sanitary sewer pipe SDR 26, Depth 14' to
16', including Type II (No. 67 stone) bedding material
21" diameter PCV sanitary sewer pipe SDR26, Depth 14' to,
16', including Type II (No. 67 stone) bedding material
24' diameter PCV sanitary sewer pipe SDR 2S, Depth 14' to
16', including Type II (No. 67 stone) bedding material '
27. diameter PCV sanitary sewer pipe SDR 26, Depth 14' to
1"6', including Type II (No. 67 stone) bedding material
30' diameter PCV sanitary sewer pipe SDR 26, Depth 14' to
16', including Type II (No, 67 stone) bedding material
8" diameter PVC sanitary sewer.pipe SDR 35, Depth 16' to 18',
including Type 1\ (No. 67 stone) bedding material
10' diameter PVC sanitary sewer pipe SDR 35, Depth 16' to
18', including Type II (No, 67 stone) bedding material
12" diameter PVCsanitary sewer pipe SDR 3S, Depth 16' to
18', including Type II (No, 67 stone) bedding material
15" diameter PVC sanitary sewer pipe SDR 35, Depth 16' to
18', including Type II (No 67 stone) bedding material
18" diameter PVC sanitary sewer pipe SDR 26, Depth 16' to
18', including Type II (No. 67 stone) bedding material
21" diameter PVC sanitary sewer pipe SDR 26, Depth 16' to
18', including Type /I (No. 67 stone) bedding material
S-SF
S-5G
S-SH
S-51
5-6A
8-S8
S-SC
S-61
PROPOSAL
4/1112007
05-06012-Sanitary and Water Bid Schedule 5-29-2007 .xIs
lilllil/!!I!III/llllltlll//I/11
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435
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PRO JECT #50134
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-
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AUGUSTA UTILITIES DEPARTMENT
BOND PROJECT #50134
"MEADOWBROOK AREA UTILITY IMPROVEMENTS"
SANITARY SEWER BID SCHEDULE
Immm~I~~ No Entry Required
~ Unit Price Required ,
S-8C
5-80
5-8E
5-8F
s-BG
S-8H
S-9A
*
5-9B
*
'S-9C
*
S-9D
S-9E
24~ diameter PVC sanitary sewer pipe SDR 26, Depth 16' to
18', including Type II (No, 67 stone) bedding material
27~ diameter PVC sanitary sewer pipe SDR 26, Depth 16' to
18', including Type II (No. 67 stone) bedding material
30. diameter PVC sanitary sewer pipe SDR 26, Depth 16' to
18', including Type II (No, 67 stone) bedding material
8" diameter PVC sanitary sewer pipe SDR 35, Depth 18' to 20',
including Type II (No, 67 stone) bedding material
10" diameter PVC sanitary sewer pipe SDR 35, Depth 18' to
20', including Type II (No. 67 stone) bedding material
12" diameter PVC sanitary sewer pipe SDR 35, Depth 18' to
20', including Type II (No. 67 stone) bedding material
15" diameter PVC sanitary sewer pipe SDR 35, Depth 18' to
20', including Type II (No 67 stone) bedding material
18" diameter PVC sanitary sewer pipe SDR 26, Depth 18' to
20', including Type II (No. 67 stone) bedding material
21" diameter PVC sanitary sewer pipe SDR 26, Depth 18' to
20', including Type II (No 67 stone) bedding material
24" diameter PVC sanitary sewer pipe SDR 26, Depth 18' to
20', including Type II (No 67 stone) bedding material
27" diameter PVCsanitary sewer pipe 8DR 26, Depth 18' to
20', including Type II (No, 67 stone) bedding material
i~i~~;~u;ff;~~;:;~;~;~f~:;:'h ~'~llii~~ii~li'~~il~i
10" diameter ductile iron sanitary sewer pipe Class XXX, Depth 1mHmmm~mmmwm
0' to 6', including Type 11 (No, 67 stone) bedding material mmmmn!HHHUHHW
~~~d~~.~~;~~:~~~~ ~~: :,:::; ~~:d~~:~ Depfu ji;ii!~~,i~~\i!iili~il~
~~~~~~~~~~:~~:~ ~:i': :roe:; ~d~~~:'~' Depfu i!!illl~l!!~!I~i!l~i~il
16" diameter ductile iron sanitary sewer pipe Class XXX, Depth HWm[!!1mHW[1mH1!!~
O' to 6', including Type II (No 67 stone) bedding material 111!!!I!lllllllil!lllllllllllll
S-7G
S~7H
8-71
S-8A
S-8B
S-Bl
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Illllllillllllil[IIIIIIII!/111
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348
1IIIIIIIIlllll/IIIIIIIIII!11111
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!llllllil!!lllllil!/IIIIIIIIII!
~'I~~illliil~~ii~i
S-9F 18" diameter ductile iron sanitary sewer pipe Class XXX, Depth WiHHHW\HHWnfn
0' to 6', including Type II (No 67 stone) bedding material ~mmm~imWmmm:m
~ ~~H~HH~~~~~ WH~~~~E~m:i
PROPOSAL
4/1112007
05-06012-Sanilary and Water Bid Schedule 5-29-2007 xis
LF ~!!IIIII!lil!II!I!llill!II.llilllllllllllllllilllillllI'Illlilllllllll
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LF :llllilillllll!llill/illl!li!lllllilllilllllllillil!1lillill!/IIIIII!/
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~: ]~lf!ii!~~!iil!~ !~iil~~l!~ljii~l~lll~
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P-5
PROJECT #50134
AUGUSTA UTILITIES DEPARTMENT
BOND PROJECT #50134
"MEADOWBROOK AREA UTILITY IMPROVEMENTS"
SANITARY SewER BID SCHEDULE
m'...";'"':.;.,
~~;~~E~:~:j: No Entry Required
~:;:!::~~::;::~ .
o Unit Price R~quired
S-9H
20" diameter ductile iron sanitary sewer pipe Class XXX, Depth immWimiHWHrm
0' to 6', including Type" (No. 67 stone) bedding material mm~i1i~m~mlmmmm
HHHn~;mmm~mmHW
~:~~~~~~;;;~ ~~~~ ~~ ~:;:~:: 111!IIIIIIIIIIII
S-91
S-10A 8' diameter ductile iron sanitary sewer pipe Class 350, Depth 6'
108', including Type II (No. 67 stone) bedding material
20
S-108 10" diameter ductile iron sanitary sewer pipe Class XXX, Depth mHWHiHiiHHHiiiHm
6' to 8', including Type Ii (No. 67 stone) bedding material mWmmmmW!mmm
;~HWfHmH ;W:~;f:;:i:;:i
& 1 OC 12" diameter ductile iron sanitary sewer pipe Class XXX, Depth HHHH1WHHHHHH1W
6' to 8', incfuding Type" (No. 67 stone) bedding material iWmmmmmmmmm
;~:;:;;;1Hi:;:~:~:~:~:i1i:;;;:
14" diameter ductile iron sanitary sewer pipe Class XXX, Depth :WjiWHmWWmmm~
6' to 8', including Type II (No. 67 stone) bedding material HiiHmmmCmmmm
~~H~ ~~H1;~Hl~~j~1;~m~i~~H
~6~"B~~:~;~:~~~~ ~~;~ :::) ~~d~~X;;J Dep~ iilllilll~I!111Il~I!~i~
. &1 OF 18~ diameter ductile iron sanitary sewer pipe Class XXX, Depth iWW1iHi)iH~mmfli
. . ..:: :::.:::~ :::::: :::::.: .:.: .:.:
6' to 8', Including Type" (No. 67 stone) beddmg material 1HiiiV1i1iHH1Hig1ili
~WHmHmmHH~~mHm
&10D
&10E
& 1 OG 20~ diameter ductile iron sanitary sewer pipe Class XXX, Depth iHWHWiiH!ii11gWi;
6' to 8', including Type II (No. 67 stone) bedding material lil!!!!iill!ll!II!III!!!llll!11
S-10H
S-101
~~~ ~~~:~d~:::~~ ~~~;~ =:) ~~d~~~~ Depth ~liilll[\I!I!:j~~
30' diameter ductile iron sanitary sewer pipe Class XXX, Depth mmn:H:~U:HW[fm
6' to 8', including Type II (No. 67 stone) bedding matenal 1!llllliill!!IIII!li!ll!li!!ill
S-11A 8" diameter ductile iron sanitary sewer pipe Class 350, Depth 8'
to 10', including Type II (No 67 stone) bedding material
20
S-118. 1 O' diam~ter d~ctile iron sanitary sewer pipe ~Iass XXX~ Depth ~!!!ll~~Iimmmmmmm
8' to 10', mcludmg Type II (No, 67 stone) bedding matenaJ :nmr~mWmHnmj~H
H ;~~~;;;!:~ :~;~ ;;~;~;:;:~~~:~:
. S-11 C 12" diameter ductile iron sanitary sewer pipe Class 350, Depth
8' to 10', including Type II (No, 67 sto~e) bedding material
60
PROPOSAL
4/1112007
OS-oS012-Sanitary and Water Bid Schedule 5-29-2007 xis
LF
~]ijllliiililill!' lllli!I!~II~~!iiiii~ll
1IIIjili!III~lill ,1111111II!111111I11
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P-6
PRO JEer #50134
iil
AUGUSTA UTILITIES DEPARTMENT
BOND PROJECT #50134
"MEADOWBROOKAREA UTILITY IMPROVEMENTS"
SANITARY SEWER BID SCHEDULE
~ Unit Price Required
S-11 E
S-11 F
S-11 G
S-11H
S-111
14" diameter ductile iron sanitary sewer pipe Class XXX. Depth 1HH1H@i~@m1mjt~
8' to 10', including Type II (No. 67 stone) bedding material 1IIIillllliillllllll!!lllllll!1
16" diameter ductile iron sanitary sewer pipe Class XXX, Depth ~~:;i[iH[Wtj1j1i;11j1t
8' to 10', including Type /I (No, 67 stone) bedding material imHiiiIH!W1~!WHm
18" diameter ductile iron sanitary sewer pipe Class XXX, Deptl1 :llllilllllllllllllllllll;11111
8' to 10', induding Type II (No, 67 stone) bedding material 111111111!!I!!!lllllll!!IIIIIII.
;?~d~~~~~u~~:I~~: ,~~;=f~~~m~a~Ptl1 ~~~~~!!il~\il!iillll
24" diameter ductile iron sanitary sewer pipe Class XXX, Depth mHi(HliHHHiH~i~i
:~~Od;:~~:::I::: ':~:::7S::~P::I:' ::a~eptl1 Ij::!l~!!i!!!~jilliii!!
8' to 10', including Type II (No. 67 stone) bedding material ~WmWWHHHHH!nj
H;1~Hm:nm~m~m~~~~~~~
S-12A 8" diameter ductile iron sanitary sewer pipe Class 350, Depth
10' to 12'. including Type II (No 67 stone) bedding material
20
S-12B 10" diamet:=r dU~i1e iron sanitary sewer pipe CI~ss XXX, !=,epth [1iimmmmmi~11~~!~jm
10' to 12', Indudlng Type II (No. 67 stone) beddrng matenal ~HHWm!mmWnr
HiH~~H1~~~~HHW ~~;1~~ ~;~~
S-12C 12" diame~er du~ile iron sanitary sewer pipe CI~ss XXX, !=,epth jWmm~mm:mm~:~im
10' to 12', Including Type II (No, 67 stone) beddIng matenal ~n;~i~:ii;;;i;;;i;j1i1;H!H
mHmmmm~HWHi~m~
14" diameter ductile iron sanitary sewer pipe .Class XXX, Depth iHiHWHHiiHUi:Hjjil
10' to 12', including Type II (No, 67 stone) bedding material Il!il!!l!!Illlilllllllllli!lli!
~~: I~~'~:~~~~~ ~~;::<:~6~-=~;P~~:: ~rl~~pth !jlll!~!I~I!;i~~!~!!1
S-12F 18" diamet.er du~i1e iron sanitary sewer pipe CI~ss XXX, !=,epth IU~1~lml1f1:!l:1i:mml1
10' to 12', Includrng Type II (No 67 stone) bedding matenal ;j:iHWHfHiWlfH:
;HmmHW~Wmmmm~
5-120
S-12E
S-12G
S-12H
S-121
~~ ~~~~'i~cl~:~ ~;:1~~~~~6~":~~~~= ~~~pth iili~ii!!!lii;il~!!!ii!
24" diame~er du~tife iron sanitary sewer pipe CI~ss XXX, .Depth 1:jmmmmWm~mmm,
10' to 12', Including Type II (No. 67 stone) bedding matenal :um:mHj!nHmW~1 LF
30' diame~er du~tiIe iron sanitary sewer pipe CI~ss XXX, !='epth Il!1;11;llil~iiliilililliill;i
10' to 12', including Type II (No. 67 stone) bedding matena! mHnHnH@m(l~
~ ~nww ~ ~;~~~ ;;~ H~~~~~n;!~
PROPOSAL
4/1112007
05-00012-8anitary and Water Bid Schedule 5-29-2007 xis
:11"1::11111 ,1111~111:lljl!~!il~!
~:I'llljlllllllllllllllij11!illlllll~
:Illllljiillfl,l i,ltl~llilill!illlj:::
. LF
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,lli!il;i~~i!il!I!II!!i 1!ilii!il!I!i;!i!iii!!i!ii~I!!l~l!
~: :llili;:I"lllillllllll~ll,I;,III~!i;III;!1111
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p-?
PRO JECT #50134
.cu
.~' AUGUSTA UTILITIES DEPARTMENT
~ BOND PROJECT #50134
. ORe "MEADOWBROOKAREA UTILITY IMPROVEMENTS"
. SANITARY SEWER BID SCHEDULE
;f) No Entry Required
~ Unit Price RequiTl!d
5-13A ~;~~~~~;':~:~i~;p~~~ ~':~~~~:gX;;=fu !!!tjli!lliilll!li!i~~~
S-138 10" diameter ductile iron sanitary sewer pipe Class XXX, Depth HH;Wm~;Hm;~nWm~
12' to 14', including Type II (No, 67 stone) bedding material 111/!!!!!I!!I!!!!I!l!!!lli!I!!!
S-13C 12" diameter ductile iron sanitary sewer pipe Class XXX, Depth iHHH!iWHHHHHf1iHml
12'to 14', including Type II (No. 67 stone) bedding material 1WmWmmmmmmm
nW!~1~mmn~n~~;~~~;W~
S-13D 14" diame~er dU~le iron sanitary sewer pipe CI~ss XXX, ?epth mmmmmm:mmmm
12' to '14', including Type II (No 67 stone) bedding matenal HHWlHWHnnnHHHW
:H;~H~~~~n~H;;m~~m~~m
S-13E 16" diameter ductile iron sanitary sewer pipe Class XXX, Depth W1i?H~;iHHHH!111;1;
12' to 14', including Type II (No. 67 stone) bedding material 1:1j:;~mWmwmmmm
mmmm~mm~ifHHHH~
S-13F
S-13G
18" diameter ductile iron sanitary sewer pipe Class XXX, Depth UiHWmHmHtH1;1~1
12' to 14', including Type \I (No. 67 stone) bedding material m1m~j[lHHmHtHmH
20" diameter ductile iron sanitary sewer pipe Class XXX, Depth lili1illllllil;lll:llllllllllli
12' to 14', including Type II (No, 67 stone) bedding material 1HiH;WHEEEHmHnlm
;~HH~~Hm!~;H~Hmmm~
S-13H 24" diameter ductile iron sanitary sewer pipe Class XXX, Depth mwmWm~mmmHt
12' to 14', including Type II (No, 67 stone) bedding material i:nmmm!~mmmmm
, HUHm!mnWnmnnw
S-131
S-14A
$-148
30" diameter ductile iron sanitary sewer pipe Class XXX, Depth mHU1HH1HHmmmm
12' to 14', including Type II (No, 67 stone) bedding material w:jm:mmmm~mmm
~~~~~m~~ ~~H~~~ H~~ Hm~?~~~
::::~~:~::::n:=~::~::.::~ :~:P: ~i!i!!!~~!i!!I~~!i!!11
14' to 16', including Type II (No, 67 stone) bedding material 11!!!ll!II!!I!I!!!I!I!!IIII!!11
S-14C 12" diameter ductile iron sanitary sewer pipe Class 350, Depth
14' to 16', including Type II (No. 67 stone) bedding material
S-14D
S-14E
$-14F
60
14" diameter ductile iron sanitary sewer pipe Class XXX, Depth 1%1iH1nH1Hm1%i!H
14' to 16', including Type II (No. 67 stone) bedding material :mmwm:m~wmmm:
16" diameter ductile iron sanitary sewer pipe Class XXX, Depth l:illl::l:jl:iji~::::llml:l:
14' to 16', including Type II (No 67 stone) bedding material' mimmmmmmmmm
;~:;:~~ ~~~:~~i:i ;~:f };:~:~n~
18" diameter ductile iron sanitary sewer pipe Class XXX, Depth mn:nmmn~;mm~iHj
14' to 16', including TypelJ (No, 67 stone) bedding material WHm!~H~mWmm:~
1~~1~;~n;m 1~~~!~ ;~!~m~;~;~
PROPOSAl
4/11/2007
05-06012-Sanilary and Water Bid Schedule 5-29-2007 xfs
LF
111Iilli:I~lil'I;I~11!lllllji:lilllrllll
,1~'llillllll, i:':::;I,llII111111,,1
'i~ii!~lli:i!~lil~lli 1!liilll~iilliili~jil!llllli!~1
:1;11:llli!llliil"llllll~II!li'lii,11
!~lillill~!~lili!ili: il~~~lill!i~iI1il~~iiljllll~
i~~111jl~I~III!i!: illilil~llllli]li!llii!llljl!fI
1!11'lllllillllfl~!llli[li;liill'I!11
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P-B
PROJECT #50134
~ AUGUSTA UTILITIES DEPARTMENT .
--m;-- BOND PROJECT #50134
!: R "MEADOWBROOK AREA UTILITY IMPROVEMENTS"
SANITARY SEWER BID SCHEDULE
1~&~rH~~:~:Il\TO Entry Required
r:~!~':::::: .Ill
~ Unit Price Required
5-14G 20" diameter ductile iron sanitary sewer pipe Class XXX, Depth mmmmmm~mmm~H
14' to 16", including Type II (No, 67 stone) bedding material lilll!lllilil!l!!lli!jll!!I~i!
S-14H 24" diameter ductile iron sanitary sewer pipe Class XXX, Depth ;~;~mt~~i1mHm~1~1~1i1
14' to 16', including Type II (No, 67 stone) bedding material wmmmmmmmm~m
~~ ~~; j ~ ~;~~;; ;~~ i~~; ~;~ ~ ~ ~~ 1~ fi
S-141 3D" diameter ductile iron sanitary sewer pipe Class XXX, Depth HmimWm~mHWmW
14' to 16', including Type II (No, 67 stone) bedding material lill/lilt:':'!!II!!!!!II!!!11
S-15A 8" diameter ductile iron sanitary sewer pipe Class XXX, Depth
16' to 18', including Type II (No, 67 stone) bedding material
~~~II~i~i~I~I~I~
S-156 10" diameter ductile iron sanitary sewer pipe Class XXX, Depth HHnHHil~;1ii1~Ji~mH
, 16' to 18', including Type II (No 67 stone) bedding material iWmmfmm~W1mw
~ 1~~ ~~~ i~ ~ ~~f~~ ~ i~~~ ~ ~~~~~ ~~~~~
$-15C ;~ ~~~~:~~~~ ~;e 7,{:ry6~-=~;P~~~: :~~;pth !!II!!lt.~jlilll~ill~
S-15D 14" diameter ductile iron sanitary sewer pipe Class XXX, Depth w~lm~m~HHf!~~~~~mf
16' to 18', including Type II (No 67 stone) bedding material HmimHm~ii;~HmHm
nmmmmmmmmmn
S-15E
S-15F
S-15G
S-15H
S-151
S-16A
S-166
16" diameter ductile iron sanitary sewer pipe Class XXX, Depth mmmm~m~mH~%ii1
16' to 18', including Type II (No. 67 stone) bedding material ~m~mmmmHmmmm
18" diameter ductile iron sanitary sewer pipe Class XXX, Depth ll::1111111111Iillllilll1111111
16' to 18', including Type 1/ (No. 67 stone) bedding material IlI!ll!I!!II!!II!!'llllll!!l!l!
20" diameter ductile iron sanitary sewer pipe Class XXX, Depth ;~~mHmmmHEHmj~(H
16' to 18', inclucflng Type II (No 67 stone) bedding material 1!111111!!ill~jl!!I!tl!ll!ili
24" diameter ductile iron sanitary sewer pipe Class XXX, Depth Hji1iH1iHHg1~1iElji1il
16' to 18', including Type II (No, 67 stone) bedding material mmwmmwmmm~m
30. diameter ductile iron sanitary sewer pipe Class XXX, Depth l!llll!lili;lllll:llil~ill;l:ll
16' to 18', including Type 1\ (No. 67 stone) bedding material 1mHmmnH~tHmm
;~i~lHn !nm ~~!~~~!w;nm
:::::~::::::~::~=~::e~::: :~h '~,I,i!'i'~ij!j!ll~!f~!
18' to 20', inducflng Type II (No 67 stone) bedding material ni}~mlHHHfH~m~;i' LF
E~1~H~~~~WmW~~HU~!~m
S-16C 12" diameter ductile iron sanitary sewer pipe Class XXX, Depth 1~~Wmnj~1Wi~~~iWH~j
18' to 20', including Type II (No. 67 stone) bedding material WHiHHWmWHiUmm' LF
m~1~~~~~~nmm;1~lmnm
PROPOSAL
4/1112007
O!Hl6012-5anilary and Water Bid Schedule 5-29-2007 xis
ii"r~ji~~I~~i~ii i!lilii~~~li~!1ij(~l!ifJ~~
il~~lili:!!!!~I!! i!liil~!i~i/;ii~!~lj!I!!~~ill!
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iil!ji!ll!ii~llliil!li! 11~\!!~I!lmlliiililli!!i!I!~ji
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P-9
PROJECT #50134
~
~
AUGUSTA UTILITIES DEPARTMENT
BOND PROJECT #50134
'"MEADOWBROOK AREA UTILITY IMPROVEMENTS"
SANITARY SewER BID SCHEDULE
~i No Entry Required
~ Unit Price Required
14" diameter ductile iron sanitary sewer pipe Class XXX, Depth mmm~mmmmmmm
18' to 20', including Type II (No. 67 stone) bedding maten~1 Illlllillllllll!!!!ll!!ll!!I!11
16" diame~er du~le iron sanitary sewer pipe CI~ss XXX, ~epth mm~mmmmmmmm
18' to 20', Includmg Type II (No, 67 stone) beddmg matenal ;H;j~1HnHWr!mmm
~;!~; ~~~ i~~ ~~;~ ~ ~~~ ;;~ ;~~~ ~ ~~ i J
;~: ~~~~~~~ ~;:1~(~6~e:~~;~~~~~: ~n~pIh !1!~~!~~JII!~l]~~I~1
~~: ~~~~;~~~~~ ~ ~~~ =~~!~~:: ~ri~pIh ~llll'II~~li!l!~iil~!ll
24" diameter ductile iron sanitary sewer pipe Class XXX, Depth {mmm~Wf~HWH
18' to 20', including Type II (No 67 slone) bedding material im~mmm~m~mmmm
l~;~~~;~~~i~~~~~~m ~mmw ~
3D" diameter ductile iron sanitary sewer pipe Class XXX, Depth fWmmmHiHjiH;in
18' to 20', including Type II (No 67 stone) bedding material 1IIIi/lllll!!II!l!!!l"II!lllll
S-17 Jack and 80re 24" steel casing, 0,25 in, min. thickness; include
100 LF, 12- 0.1 sanitary sewer carrier pipe, Class 350,
restrained joint, end seals complete
S-16E
S-16F
S-16G
S-16H
S-161
S-18 Select baclcfjll, GA DOT Type I, Class I & II (Sand/Clay)-
Measured by in-place volume
S-19 Miscellaneous pipe fittings and connections
S-2DA Pre...casl sanitary manhole, GA DOT STD 1 011A, Type 1,
Depth 0' to 6' (46" Diameter)
S-208 Pre...cast sanitary manhole, GA DOT STD 1 011A, Type 1,
Depth 0' to 6' (60" Diameter) ,
S-20C Pre...casl sanitary manhole, GA DOT STO 1 011A, Type 1,
Depth 0' to 6' (72" Diameter)
S-20D Pre-cast sanitary manhole, GA DOT STD 1011A, Type 1,
Depth 0' to 6' (84" Diameter)
S-20E Pre-cast sanitary manhole, GA DOT sm 1 011A, Type 1,
Depth 0' to 6' (96" Diameter)
S-20F Pre-cast sanitary manhole, GA DOT sm 1 011A, Type 1,
Depth 0' to 6' (120" Diameter)
S-21A Additional sanitary manhole depth, Type 1, Depth Class 1 (48"
Dia.)
8-218 Additional sanitary manhole depth, Type 1, Depth Class 1 (60"
Dia.)
PROPOSAL
4/11/2007
05-06012-5anilary and Water Bid Schedule 5-29-2007 .xIs
.100
500
80
94
1IIIIii!I/II!!II!III!I!I!I!/II!
l!il~!i[~ji!'~i:il~'~!i
lllllllllllllllllli!III!!llilll
111'111!1!11111!1~IIIIIII!ill!1
126
1111!111!lllll:11!!11111/111111
LF
i!ll!l!!li!~lili~!ii 1!li!!ill!!~~!ll!l!l~l!iiil!!gl
Ji!!:lli!l!ll!i!l!!! 1!!II~I~lllrll!lilil!!l!lill
."!il~~!i!!!illll~i i[~lll!ililill~il!ll~lli!i:l~l~!
LF
LF
LF
LF
LF
LF 310 ~
00
3Iotf-~ -
CY 9~
~'775 ~
LBS 2- :0
/b8 ~
EA ~24-!!.- 2.37 z.B? 02-
EA
EA
EA
EA
EA ,!jil!III!I!!!!lll!l!jllll:I!!III!;llilllllll!I!~IIII/1IIIi!!ill!ll!
VF 78 ~ 7''709, 90
VF '11/:1111111:11111lr!!/III:lllllliliIIIIIIIIIIIJ/!II/!/11!lllllll!llli
P-10
PROJECT #50134
AUGUSTA UTILITIES DEPARTMENT
BOND PROJECT #50134
"MEADOWBROOK AREA UTILITY IMPROVEMENTS"
SANITARY SEWER BID SCHEDULE
IHf~H~~il No Entry Required
.01'.:1:.:.:_._-:
~ Unit Price Required
8-21C Additional sanitary manhole depth, Typ~ 1, Depth Class 1 (72"
Dia)
8-210 Additional sanitary manhole depth, Type 1, Depth Class 1 (84"
Dia,)
S-21 E Additional sanitary manhole depth, Type 1, Depth Class 1 (96"
Dia,)
S-21F A~ditional sanitary manhole depth, Type 1, Depth Class 1 (120" ~1!~11!1!!;;ym;iwmml
Dla) . ~Wm~i:;: ;n:mm~~
8-22A Additi9nal sanitary manhole depth, Type 1, Depth Class 2 (48"
Dia,)
8-228 Additional sanitary manhole depth, Type 1, Depth Class 2 (60.
Dia)
S-22C Additional sanitary manhole depth, Type 1, Depth Class 2 (12"
, Dia)
8-220 Additional sanitary manhole depth, Type 1, Depth Class 2 (84"
Dia)
8-22E Additional sanitary manhole depth, Type 1, Depth Class 2 (96"
Dia,)
S-22F Additional sanitary manhole depth, Type 1, Depth Class 2 (120" HHWHHm:WHHHW~Hl
Dia,) mm!mmmmmmm~jl
S-23 Pre-cast sanitary manhole, GA DOT SID 1 011A, Type 2,
Depth 0' to 6' (96" Diameter)
8-24 Additional sanitary manhole depth, Type 2, Depth Class 1 (96"
Dia,)
8..25 Additional sanitary manhole depth, Type 2, Depth Class 2 (96"
Dia,)
8-26A 48" Diameter sanitary manhole exterior joint wrap
8-268 60" Diameter sanitary manhole exterior joint wrap
S-26C 72" Diameter sanitary manhole exterior joint wrap
8-260 84" Diameter sanitary manhole exterior joint wrap
S,,26E 96" Diameter sanitary manhole exterior joint wrap
S-26F .120" Diameter sanitary manhole exterior joint wrap
S-27 A 48" Diameter sanitary manhole interior protective coating
PROPOSAL
4/11/2007
05-06012-Sanitary and Wales' Bid Schedule 5-29-2007 .xls
167
1IIIIIIll!IIII!I!llllllllllllll
111111111111!111!11111111!1!111
Illl!I!lllill/III!I!/III!!11111
111!III!i!IIII!!!I!II!I!ll!!!11
lllllll!llll!illll!!lll!lllllll
IlIllll!I!IIII!IIIII!!l!!llllll
94
-llillll/II!II/I!!lllilll!l!1111
11!!l!lll/!!I!I!!!l!II!I!!lllll
1111111111:11111111111!llllllli
11!11111!!~IIIIII!!liillll!lll~
Illl!illl!'IIII/II!I!lllil!!/!i
, 30
: :~l~~l!ii~'li~!!l' lii:lllli1~~t~ii~I[~iil:lil~
:ill~~1Iilllliiil; :il~il,!iil!~~!I~I!!~iil~~
VF 78~ /3/3~~
VF ,ill!lll!ll!lil!11111111Il:ll!III!!lllllll!l!l!llllllIIIIIIIIII!!III!I
VF ,IIIIIIIIIIIIIIIIIIIIIII/!!IIIIIIIIIIIIIIIIIIIIIIIIIIIlillllilllllllll
VF .lillllll!III!/IIIIIIII!lllll!llll!l!llll!ll!!!!I!1111lillllllllllllll
VF
VF
EA
VF
VF :lllljlllllli~!IIIIIIIIIII:lillll!IIII!II!llllill!II!11111!IIIIIIIIIII
EA /00 c::-
rh::>
'7'fi-07' -
:~~i~~ii',i;~!i~i!~ iljl~ii~I~!lj!~liiii~i~ii~~'~i
EA
EA
EA
VF 23 ~
?o/~
P-11
PRO.JECT #50134
~
~
AUGUSTA UTILITIES DEPARTMENT
BOND. PROJECT #50134
"MEADOWBROOK AREA UTILITY IMPR.oVEMENTS"
SANITARY SEWER BID SCHEDULE
60" Diameter sanitary manhole interior protective coating
$o27C 72" Diameter sanitary manhole interior protective coating
$o27D &4" Diameter sanitary manhole interior protective coating
S-27E 96" Diameter sanitary manhole interior protective coating
S-27F 120' Diameter sanitary manhole interior protective coating
1IIIIIII!!!!lllllllll!!lllllll!
$028 Outside Drop Piping - Complete
4
S-29 Doghouse/Connector Manhole, including base, cone, and ring
and cover
S-30 6" sanitary sewer service, complete
1
177
S-31 Cut and plug existing sanitary sewer, diameter varies
~~i~i~i!i:~ii1Ii~l!i
5-32 Cut and plug existing manhole, diameter and depth varies
S-33 Tie new sanitary sewer to existing manholes, diameter varies
3
5-34 AC Water Main Crossing
1
S-35 Ductile Iron Pipe Polyethylene Encasement
20
$036 Concrete encasement of sanitary sewer (creek crossings, ete,)
10
1~~~j~Hfil~~1 No Entry Required
[3 Unit Price Required
VF
VF
VF
VF
VF 'lilll/II!llillll!llllllllll/!!!I!III!!II/!!IIIII!1111illlllllllllll!
EA /ff~ zo 58/&> ~
EA //S"//~ //5// ~
EA 77'7' ~ /-1-1 rlS"8 ~
EA '!I!I!llllllllll!l!l!!IIII:II!lll!llll!II!II!!lilillllIllillll/lllllli
EA '11111111!IIIIIII1111111111111111111111111111111111111liilll!llillll;
3~/S- ~
/77~ ~
EA /3v~ ~
EA /5'7'7
LF c7-?!:
CY /~~
SANITARY SEWER TOTAL
PROposAL
4/1112007
05-06012-Sanilary and Water BId Schedule 5-29-2007. xis
7'7 .~
/f?'7r 310_
10/3 72.') ~
'/ /
P-12
PRo.JECT #50134
AUGUSTA UTILITIES DEPARTMENT
BOND PROJECT #50134
"MEADOWBROOK AREA UTILITY IMPROVEMENTS"
WATER SYSTEM BID SCHEDULE
_.~:;;::,::::.: .
~r;:~~~;!:i:~i No Entry Required
........:>........
~ Unit Prke Required ,
WATER MAIN
W-1A 6" diameter PVC water transmission main C 900, Class 200
W-1 B 8" diameter PVC water transmission main C 900, Class 200
W-1C 10. diameter PVC water transmission main C 900, Class 200
W-1D 12" diameter PVC water transmission main C 900, Class ZOO
W-1 E 14" diameter PVC water transmission main C 905, Class 200
W-1 F 16" diameter PVC water transmission main C 905, Class 200
W-1 G 18" diameter PVC water transmission main C 905, Class 200
W-1 H20" diameter PVC water transmission main C 905, Class 200
W-11 24" diameter PVC water transmission main C 905, Class 200
W-1 J 30" diameter PVC water transmission main C 905, Class 200
W-2A 6" diameter ductile iron water transmission main Class 350,
standard joint
W-28 8" diameter ductile iron water transmission main Class XXX,
standard joint
W-2C 10" diameter ductile iron water transmission main Class XXX,
standard joint
W-2D 1Z" diameter ductile iron water transmission main Class XXX,
standard joint
W-2E 14" diameter ductile iron water transmission main Class XXX,
standard joint
W-2F 16" diameter ductile iron water transmission main Class XXX,
standard joint
W-2G 18" diameter ductile iron water transmission main Class XXX,
standard joint
W-2H 20" diameter ductile iron water transmission main Class XXX,
standard joint
PROPOSAL
4/1 1/2007]
OS'{)6012-SanitBry and Warer Bid Schedule 5-29-2001 xis
lillilliiillll!!!I!I!llllll!
111/lilll!/III!III!II!llllll
llllllilllllllil!IIIII/11111
1~::::::~:!ljllll!IIIIIII'11
l!lll/llllllfil!III!llllll!1
1111/lillllllllllll!II!IIIII
1111111/llil!II!!II!/!i!1111
lllll/II!!I/lllllllllll!/'11
Ill!!II/lllllllillllllll!!11
Ill!!!ill!illilillllllllilll
12. 120
Illilllll/I/lllllllllllll!l!
'II1illlilllll!IIIIIIIII!lll
IlllIIIIIIIIIII!!llll!l!lll!
Ili!il!!!I!III/I!llll!//!l/!
11!lil!/!!IIIIII!lllll!!l!11
lllllllllllllllllll!/IIIIIII
1IIIIIilli:III!I!!IIIIIIII!1
LF
IlI!!li!!IIIIIII!!llilll!III!llllll!I/!!l!lllllll!!11111111111111/1:
1111/llllllll!IIIIIIIII!11 illllllllllll!lllil!IIIIIIIIIIIII!lllllil~
1/11!1111111IIIIII!I!1111111111111111111111111111111!1llll~lllllll~
1/lllilllllllllllllllllll!IIIII!IIIIIIIIIIIIIII/II!!11lil!llilll!ll:
i!~i~~~~!II!ili 1~1~1~~li~!;!~i!il!~~~i~~i
1IIIrI1'lillllll!I~I!lllllll;II'
1IIIllllll!!II!l!"l!III!! 1!lllllilllllllll!llllll!ij~II!llllllilll~
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
20 !2.-
~
2/1-3 '7'7'5"
LF
!111!!llllillllllll!lllll;/!ll!lll!!II!IIIII/!II!!II!l!il!llllilllll
LF
LF
LF
LF
LF
LF
P-13
PRO JEer #50134
AUGUSTA UTILITIES DEPARTMENT
BOND PROJECT #50134
'"MEADOWBROOK AREA UTILITY IMPROVEMENTS"
-
WATER SYSTEM BID SCHEDULE
~~~\~J~m~~ No Ently Required
~ Unit.Price Required
W-21 24" dialT!eter ductile iron water transmission main Class XXX,
standard joint
W-2J 30w diameter ductile iron water transmission main Class XXX,
. standard joint
W~A 6" diameter ductile iron water transmission main Class XXX,
restrained joint
W-3B 8" diameter ductile iron water transmission main Class XXX,
restrained joint
W-3C 10" diameter ductile iron water transmission main Class XXX.
restrained joint
W-3D 12" diameter ductile iron water transmission main Class XXX,
restrained joint
W-3E 14" diameter ductile iron water transmission main Class XXX,
restrained joint
W-3F 16" diameter ductile iron water transmission main Class XXX,
restrained joint
W-3G 1a" diameter ductile iron water transmission main Class XXX,
restrained joint
W-3H 20. diameter ductile iron water transmission main Class XXX,
restrained joint,
W-31 24" diameter ductile iron water transmission main Class XXX,
restrained joint
W-3J 30. diameter ductile iron water transmission main Class XXX,
restrained joint '
W-4 Jack and Bore 24" diameter steel casing Minimum wall
thickness 0,250 inch, with 12" diameter, restrained joint ductile
iron carrier pipe, end seals, Class 350 included
W-5 Select backfill, GA DOT Type I, Class I & II (Sand/Clay)-
Measured by in-place volume
W-6 Miscellaneous pipe fittings and connections
W-7 8" X 6" Diameter Transition Couplings
W-B Fire hydrant, installed complete with valve, lead pipe, joint
restraint, and blocking (Hydrant supplied by AUD)
W-9A 6" in-line val\(e, including valve box, installed, complete, open
right/left
W-9B a" in-line butterfly valve, including valve box, installed,
complete, open right/left
PROPOSAL
4/1112007)
O~6012-SaniI8ly and Water Bid Schedule 5-29-2007 xis
111/111/IIII/II!I!II!!!III!1
/lllllllllllllllllllilllllll
Illllllll/llllllllillj!lli!/
1IIIIIillllll/IIIII!11111111
lillllllllli/llll!III!IIII!!
111111!lllllll!IIIIIIII!/111
IIIIlilllllllllllllllllllll/
~~~II~"il~/Ji~i
lilll!llllllilllllllllllllll
illllllllllll!I!!i!!'!II!111
!111!!IIIII!!lll:IIIII!II!11
N/A
500
1,040
4
10
1!11111!!II!IIII!/lll!!I!111
.lilllll!lll!illlll!!l"l/!11
LF
11/lllllli!III!IIIIIIIIIIIIIIIIIIII1111/111/llllllllII11/111111!111;
11Il!lllIIII!!I!!!!"IIII!llllllllll/!I!III!!!lllllll/11111111!!llll
Illljlll/!lllll!l!II!llll! ~!IIIIIII'I/!!II'llil!!lllilllllllllll!l!
1IIIlIIIIIIIII!I!lll/III!II!!II!!!IIII!!!lll!lllll/!l!Ill/llllllllil
lllllllil!lljjlilllllllillIIIII11111/!!lilll!lliilllllIllli!!III!II~
Il!!IIIIIIIII'!II!!I!I!!II/!IIllll!lllll!i!li!I!I!!lllIIllllllll!II;
~~'il~!i!!~i'!!~11 !i!i~jill~~!I!!il~~~!i~~I,;
lllllll!!/!!!I/lllll!!llll!!llllll!!I!II!ll!ll!!II/11111/1111111/11;
~l~!~~!~~iili !i!~,~li!!~lli[!ili]i~j~~ji!
111111!1!llli!ii!lllllll!i/!!I!!IIII!!lllil!lljlllill!111!ll!lllllll
LF
LF
LF
LF
LF
LF
IF
LF
LF
LF
LF
LF
CY
9!!
~7''7S- c:::-
2/ J3fi? ~
LBS
z(5:...
EA
37h ~ /~B7 ~
/2~Z. "71 /2&2. 7' ~
EA
EA
l/l!lllllllill!iI1Jilil/III!llil!lillflllllli/!/llil11!!1~!1!/11111
1111!/lllillilllllll!IIII!lllliI1111!//i!IIIII\llllli/!1!!Iil/llllli
EA
P-14
PRO JECT #50134
'.
.\lCS .
" AUGUSTA UTILITIES DEPARTMENT
--,;;- BOND PROJECT #5Q1~
. "" "MEADOWBROOK AREA UTILITY IMPROVEMENrS"
WATER SYSTEM BID SCHEDULE
~. .
lllillillilli No Entry Requut!d
~ Unit Price Required
W.9C 10" in-line butterfly valve, including valve box, installed,
complete, open rightJIeft
W-9D 12. in-line butterfly valve, including valve box, installed,
complete, open right/left
W.9E 14" in-line butterfly valve, including valve box, installed,
complete, open right/left
W-9F 16" in-line butterfly valve, including valve box, installed,
complete, open rightlleft
W-9G 18" i~-line butterfly valve, including valve box, installed,
complete, open right/left
W-9H 20. in-line butterfly valve, including valve box, installed,
complete. open right/left
W-91 24" in-line butterfly valve, including valve box, installed,
complete, open right/left
W-9J 30" in-line butterfly valve, including valve box, installed,
complete, open right/left
W-10A 6" in-line gate valve, including valve box, installed, comp-Iete,
open rightlleft
W-108 8" in-line gate valve, including valve box, installed, complete,
open rightlleft
W-10C 10. in-line gate valve, including valve box, instafled, complete,
open right/left
W-10D 12" in-line gate valve, including valve box, installed, complete.
open right/left .
W-10E 14" in-line gate valve, including valve box, installed. complete,
open right/left
W-10F 16. in-line gate valve, including valve box, installed, complete,
open rightlleft
W-10G 18" in-line gate valve, including valve box, installed, complete,
open rightlleft
W-10H 20" in-line gate valve, including valve box, installed, complete,
open rightlleft
W-101 24" in-line gate valve, including valve box, installed, complete,
open rightlleft
W-10J 30" in-line gate valve, including valve box, installed, complete,
open right/left
W-11 X' air/vacuum valve including X" diameter precast concrete
manhole, installed, complete
PROPOSAL
4/1112001]
05-<)60 12-Sanitaty and Water Bid Schedule 5-29-2007 xis
1/lllllllllil/llllllllllllll EA
Il!IIIIIIIIIIIIIIIII/IIII!ll EA
1!1!11111111!lllilllill!il!! EA
1IIIllllllil!ll!lll!!lllll!1 EA
!11!ll!iIlilllllillll!lillll EA
11!/IIIIIII!!i/!lllllill!!ll EA
111111!lllllll!1111111111111 EA
Illl!1111111Iilllll1!1!11111 EA
14 EA
lllll'Illllllll!lll!lilillll EA
illll!IIIIII!lll!II!!ll!!lll EA
Ill!IIIII!!I1111111111111111 EA
llllllllllllll!I!lilllllllll EA
li'~iilliiii~~"ii!r~ . :
111111111111!!I!III!!:ll!111 EA
.11111111111111l!llllllllllll EA
1111!lllllllll!l!llllllllill EA
rllll!llllllllillll:llllllll ~
i!'!liilii~~~i~ii' l!i'il~~lli~]t~ilili~I]111
1~1[~i~i~~l~!ill! ~i~ii~!llii~~~ri!~1
jllll~i'll !11!1!11~111~ill!!~1111
11!IIIIIIIIIIlllll'!!llll!/II!lllllll!:!lllll!II!!ll!l1111Illllllll!
73o~ /OZ.32-~
1IIIillilllll!!!I!I!!I!!I1/II!lllll!I!!lllllll!llli!11Illlllllill!11
1111!llli!IIIIIIIIII!II!lllil!ll!lll!l!lll!I!II!!II!llil!!lllllllili
II/lilllllilllllil!llli!ljlllilllllllllil!li!lilllllll1IIIilllllll11
P-15
PROJECT #50134
. AUGUSTA UTILITIES DEPARTMENT
- BOND PROJECT #50134
. 0';" "MEADOWBROOK AREA UTILITY IMPROVEMENTS"
WATER SYSTEM BID SCHEDULE
X" air release valve, including X' diameter precast concrete
manhole, installed, complete
W~13 8" tapping sleeve, valve, valve box, complete
4
IH~jH;W~~ NQ Entry Required
:;:::::::::i:.:
o Unit Price Required
EA lil/IIIIIIllillllllllllllllllllllll/111111111111111111illlllllll!lll
EA
W-14 Check valve and vault with X" bypass line
'. , . . . , , , . . .... . EA:. :~:,:: ~:, 1::::. :~:,. :1,,~1::,:. ':.1[:::. .~::... :::::. ;;:;::,;, ~:::., '~::, ~:.:: :;::~:::,~:::::,!:;:":', :::!, ~::,',::::, ~.:::, 1::.'::.:: ;.,;:: ;:.:: ~:::~:;.i:.~:: :::,: 'f:, ~:,:::'~::: :::,~;,,:.[:::: ~:, ;:::,!:,:,:,1:,' ;::.~1::'. ~::,:: :1:;.:i::.~:: ~::,' ~::':: ~':,:, :',.::~:l::~::,:; :1~::.j:,:;. ;;:': :~:.:.':~: l;;; :;:, ~:,'. !;:,!;::. ~;:. :f:,
iIIIIIIIIIII11!!IIIIII!IIIII'
W-15 New 1. long side water service, installed, including re-
connection, complete
W-16 New 1" short side water service, installed, including re-
connection, complete
W-17 Polyethylene wrap of ductile iron water main
*
W-18 Tie-in to existing line
r
W-19 X. cut in gate valve, including valve box, instafled complete,
* open rightlleft
W-20 Cut and Plug Existing Water Une
79 EA
68 EA
:111111111111111111111111111 LF
4 EA
II!llllllllllll/III!I!l!I/!l EA
4 EA
W-21 Miscellaneous Class A Concrete
50 CY
z.') :3 3
"7'003 - ?/753-
__ 00
7?"3 ~ 5"3 ~-;?-I -
~~IIIIIIIIIIIIII!IIIIIIIII!lllllllllilllljll"
-. 00
~}~ /B7o-
2#5~lllllllllljl!II!II!IIIIIII!!I!!I!lllllllli
/4Z2- ~ 5&Bt5 ~
/~/~
00
7370 -
WATER SYSTEM TOTAL
ttt.J7. 503 ~~
, /
PROPOSAL
4/1 112007]
05-06012-Sanitary and Water Bid Schedule 5-29.2007 xis
P~16
PRO JECT #50134
~CUS
~,. AUGUSTA UTILITIES DEPARTMENT
~ BOND PROJECT #50134
:e RC "MEADOWBROOK AREA UTILITY IMPROVEMENTS"
~_:;::::::-:~s::. .
;0.::::i~<: No Entry Requzred
~:.\~.: .:-:..:
. ~ Unit Prit:e Required
PAVEMENT & MISCELLANEOUS BID SCHEDULE
PAVEMENT STRUCTURES
P-1 Asphalt overlay, Type F, 1 W thick, including tack, markings, Sy lo~ &>c?
etc. (Meadowbrook Dr Open-cut trenches only) 800 BtRcrD -
P-1A Asphalt pavement, Type F, 2" thick, min full width, complete 31 ,000 Sy . /b 2Z/~Ct:x:J ~
(Neighborhood roads) 7-
P-2 Graded aggregate base (GAB), 1 0 ~ " thick, 7' wide and Type 12-~ zO
B, asphalt patch 2 ~ . thick, including removal of 2 ~ " GAB .1l~ SY ~~ SS-8tb -
and placemant of bituminous tack coat
eadowbrook Dr. 0 en-cut trenches onl
P-2A Graded aggregate base (GAB), 8" thick, including sub-base /3~ ~35:"~ eX>
preparation, grading, compaction and bituminous prime coat, 32,200 SY
com lete.
P-3 Asphalt Pavement Leveling 10 Tons 75'" ~ 70
(as appropriate & necessary) /S-~ -
P-4 Asphalt Milling, 0 - 1 ~", 9' wide, complete 550 ' Sy IZ~ 6?/s- ~
(Perimeter of areas receiving overlay on Meadowbrook Dr,)
P-5 4w thick concrete sidewalk, 3000 psi mix SY 53~ /')(dp. ~
33
P-6 6nthick concrete driveway remove and replace in kind, 3000 SY 58~ /Z/3') ~
psi mix 206
P-7 2" asphalt pavement driveway remove and replace 245 SY 2~ '!:!- ~/2-2- ~
P-8 18" Raised-edge asphalt curb LF 3~ . 00
12,000 3G:?ooo -
P-9A 24" concrete curb and/or gutter removal and replacement (as 50 LF 2-!> ~ /2-8~~
appropriate and necessary)
P-98 30' concrete curb and/or gutter removal and replacement (as LF 2(P e:: //898 ~
appropriate and necessary) 450
PAVEMENT TOTAL ?~5"32-~
/
MISCELLANEOUS
M-1 Flowable fill
50
Cy
9'3 s::;.
~?5" ~
M-2 Rock excavation
*
111111Ill!I!!III!I!II!llllill! Cy
t?o o~ 11111III/lllillllllllllIIII1111/111111111
M-3 Foundation backfill, GA DOT Type II, for additional
unclassified excavation (Embankment)
200 '
Cy 17' ~
00
38t53-
PROPOSAL
411112007
05-06012-Sanilary and Water Bid Schedule 5-29-2007 xis
P-17
PROJECT #50134
AUGUSTA UTILITIES DEPARTMENT
BOND PROJECT #50134
"MEADOWBROOK AREA UTILITY IMPROVEMENTS"
PAVEMENT & MISCELLANEOUS BID SCHEDULE
Ifilmi'~i1inINo Entry Required
~ Unit Price Required
M-8
*
M-9
*
M-10
*
M-11
*
M-12
M-4 Clearing and Grubbing
10
M-5 Fence Removal & Replacement, New, Replaced in Kind
3,020
M-6
~~:gO~;O:~~~~~fh~~;~~ont and curb~, cro., complete Illllllllillllll!II/1111111111
Install, additional, or remove and replace catch basin, (GDOT f~iflmmmmm~mmm
10340) . H~~lHj!mimHiim~!~m~
Additional 18" RCP, ASTM C76, Class Ill, inc!. rubber 1mm'" ~mmH1m;
gasketed joints, per GDOT standard specifications. m~mHi:::,:::m~mmm
Additional 24" RCP, ASTM C76, Class III, incl rubber .iiiijmi1jWj1(':~;;;ijj1
gasketed joints, per GOOT standard specifications HHm;~nHHfL.:.:,)W
: ::: :.:::: ~ :::~:: ::::::::::::;
Additional 30" RCP, ASTM C76, Class III, incl. rubber !nmw~mmmmmm~
gaS~~ted joints, per GOOT standard specifications., !!!!!!!@!mmm!!!!!!1!!
Additional 36" RCP, ASTM C76, Class III, lOel rubbe ;i:~'i:~;~;;;;:;;i:;;i;i:i:j;~
gasketed joints, per GDOT standard specifications ,mmmmmmmwmm
Erosion, Sediment and Pollution Control, complete, including
Maintenance & Monitoring, as per GAEPO NPDES GAR 1
100002.
M-7
*
ACRE~?S"~ ~7S-o ~
/3 ~ 3780rrr:=:-
LF
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MISCELLANEOUS TOTAL
PROPOSAL
4/11/2007
05-0S012-Sanitary and Water Bid Schedule 5-29-2007 xis
P-18
PRO JEer #50134
AUGUSTA UTILITIES. DEPARTMENT
BOND PROJECT #50134
"MEADOWBROOK AREA UTILITY IMPROVEMENTS"
f;f.~:~:~:~~~111\.1 E R . d
;:;;?':::::;:~ iTO ntry equue
o Unit Pril:e Required
LUMP SUM CONSTRUCTION BID SCHEDULE
lump sum construction (includes but is not limited to the
listing continued below)
LUMP SUM TOTAL
/5B 3)0 ~
/. .
LUMP SUM CONSTRUCTION ITEMS
. Mobilization, Demobilization
. Bonds, Insurance
. Gabion Retaining Walls
. Remove and Reset Fences, All Types
. Remove and Reset Gates, All Types
. Remove and Reset StO/TTl Sewer, Lengths & Sizes Vary
. Remove and Reset Yard Drainage Pipe, Lengths & Sizes Vary
. Reconstruct Retaining Wall, Height and Type Varies
. Remove and Reset Signs, Type Varies
. Remove and Reset Water Sprinkler Systems, Complete
. Remove and Reset Yard Lamps, Type Varies
. Remove and Reset Mailboxes, Type Varies
. Traffic Control
. Miscellaneous Grading
. Permanent Grassing
. Raise Existing Manholes and Valves Boxes to Grade
GRAND TOTAL
~OI3/72,,) BS-
SANITARY SEWER TOTAL -
WATER SYSTEM TOTAL 4-3'1- S-oj tOJ
-
PAVEMENT TOTAL 7~B. 5'32- !!-
MISCELLANEOUS TOTAL I') ')~ I') I ~
LUMP SUM TOTAL /-S--B, 3")0 30
-
GRAND TOTAL 91
Z ~3) 3OC/--
"'/ /
PROPOSAL
4/1112007
05-06012-Sanitary and Water Bid Schedule 5-29-2007 xls
P-19
PROJECT #50134
CONFLICT OF INTEREST:
It shall be unethical for any City of Augusta business or participant directly or indirectly in a procurement
contract when the employee or official knows that:
(a) the employee or official, or any member of the employee's or official's immediate family has a
substantial interest or financial interest pertaining to the procurement contract, except that the
purchase of goods and services from businesses which a member of the, Commission or other
City of Augusta employee has a financial interest,is authorized as per O.C.G.A. 36-1-14, or the
procurement contract is awarded pursuant to O.C.G.A. 45-1 0-~2 and 45-10-24, or the transaction
is excepted. from said restrictions by O.C.G.A. 45-10-25;
(b) . Any other person, business, or organization with whom the employee or official of any member
of an employee's or officials immediate family is negotiating or has an arrangement concerning
prospective employment is involved in the prOcurement contract.
Any employee or official or any member of an employee's or official immediate family who
, holds a substantial interest or financial interest in' a disclosed blind trost shall not be deemed to
have a conflict of interest with regard to matters pertaining to that substantial interest or financial
interest
I, (vendor)
MIh"c--
~'-~~" -::r;:.,
//
have read and understand the information
contained in the bid specifications.
Vendor Name:
--:t3b; r ~"">../"'v'&- -/-;'0"7. .:::::z:;?c-.
/
Address:
~o. ~)c::.. 7/ D
City & State:
&~~ 6/1
/'
J c::?:fi!.o '7
Phone#:(""") sIPe _/"}',-o _q:F8X# (?PG,.) ~g _/$-:::)0
Signature: 0J/lh:'-" IZ., /YL.;.~ _J Date: ~fr/~7
/ I .
Bid Item Number and Name: 07- /72- /J-7eJowf:".o~ ~ec.- u....,t,tt ~,..c>ve~";.s
T~S FORM MUST BE SUBMITfED WITH BID PACKAGE. NO EXCEPTION(S) Wll.L BE GRANTED
I
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ADDENDUM
TO:
FROM:
DATE:
SUBJ:
All Bidders li /lL/ )
Geri A. Sams ~
May .30. 2007
ADDENDUM #1
Bid Item #07-132 Meadowbrook Area Utility Improvements for Augusta
Utilities
New Bid Date: Monday;June 11, 2007@3:00p.m,.
i
. !
This.fax is to notify all potential bidders that the bid opening datefor BID ITEM #07-132
Meadowbrook Area Utility Improvements has been changed.
From:
Wednesday~ June 6~ 2007 @ 3:00 p.rn.
To:
Monday, June 11~ 2007 @ ,3:00 p.m.
This addendum is applicable only to persons that attended the mandatory pre-bid
conference and acquir'ed an official set of plans and specifications from Imaging
Technologies.
Additional information concerning Addendum 2 is being mailed certified return
receipt" Yon should acknowledge receipt of:
Addendum One - Changing the Bid Opening Date
Addendum Two - Change in specifications and clarifications
Please acknowledge receipt of addendum in your bid package.
If you have any questions regan:ling this correspondence, please contact me at
(706) 821-2422.
cc:
Tameka Allen
Max Hicks
Interim Deputy Administrator
Director, Utilities Dep8Itment
Room 605 - 530 Greene Street, Augusta, Georgia 30911
(706) 821-2422 - Fax (706) 821-2811
www.angustaga.I:OV
Register atwww.demandstarcomfS'Qppllerforautomaticbid notification
~{trojJU}')lt QJF~cnt
91ti' fDe,,, r;;tt:MluJ, Q&i'~",
TO:
FROM:
DATE:
SUBJ:
ADDENDUM
All Bidders /\:./\ ;} /
Geti A, Sams ~
May 30, 2007
ADDENDUM #2
Bid Item #07-132 Meadowbrook Area Utility Improvements for Augusta
, Utilities
New Bid Date:' Moi1day, Junell;2007 @3:00p.m;.
Please note thelo/lowing change/c/arifzcationss to the bid specifications for Bid Item #07-
132 Meadowbrook Area Utility Improvements.
This addendum is applicable only to persons that attended the Mandatory Pre-Bid
Conference and acquir'ed an official set oC plans and specifications Cr'om Imaging
Technologies.
You should acknowledge receipt of:
Addendum One - Changing the Bid Opening Date
Addendum Two - Change in specifications and clarifications
Please acknowledge receipt of addendum in your bid package"
If you have any questions regarding this conespondence, please contact me at
(706) 821-2422,
cc:
I ameka Allen
Max Hicks
Intelim Deputy Administratol
Director, Utilities DepaItment
Room 605 - 530 Greene Street, Augusta, Georgia 30911
(706) 821-2422 - Fax (706) 821-2811
www.au~asa.l!:ov
RegisteI at www,demandstar.eom/SlUlpllerfor automatic bid notification
'-
Augusta Utilities Department
Bid Item 07-132 Bond l'1'oject #50134
Meadowbrook Area Utility Improvements
Addendum Number 2
:30-May- 2007
GENERAL
1. The bid deadline has been extended Bids will be received at the
Procurement office until 3:00 p.m. on Monday, June 11, 2007
2 During all work on Meadowbrook Drive, two of the tluee existing lanes
must be always accessible fox traffic flow. Contractoxs may elect to use
whatever method they deem is appropriate to make the taps in the
existing water mains (see plans), but only one lane may be blocked at any
given time.
!
:
I.
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3. Testing for seweIS will consist of vacuum testing the manholes, all: testing
the sewer lines to 10 psi and mandrel testing of the pipe. See specifications
for additional detail.
4 Manholes that ate not in or near roadways shall have bolt-down, gasketed
covers and their rings shall be cast into the cone section of the manhole.
5 The Contractox is required. to maintain aCCUIate redlines of the installed
condition of the job throughout the project Although a surveyor may be
employed fot this function by the Conhactot, a surveyor's services me not
required by AUD fOI completion of the redline dnwings
SPECIFICATIONS
Section
Bid Schedule
Item (pg)
S-9A, 9B & 9C
(P-5)
Descdption
Note: No Unit Prices Required
Bid Schedule
W-4
(P-14)
REPLACE: Estimated QIY "240"
WIIH "NJA"
Page 1 of 2
Section-Pasze
Bid Schedule
Bid Schedule
Bid Schedule
TS 13-12
rs 14-4
TS 14-4
IS~14-5
TS-14-6
TS-14-6
rS.14-6
Item No.
W-19
P.2
(P-17)
P-2A
(P-17)
3S2.b
(line 2)
III. PAVEMENT
STRUCTURES
III PAVEMENT
STRUCTURES
IV MISCELLANENOUS
ITEM M-S (line 3)
I1EM M..6
ITEM M-7
Page 2 of2
Description
CHANGE: to READ "8 inch "
REPLACE: Estimated QTY 33,000"
WITH "124"
ADD: DesCliption "includes removal
and disposal of existing asphalt
pavement ,.
REPLACE: "., recording of :final plat"
WITH " . Final Payment. "
..!
ADD: Item P-IA - "Asphalt pavement
shall be measured in sq yards and shall
include all costs fot asphalt matezials,
delivery, installation and markings,
complete. "
ADD: Item P-2A - "Graded aggregate
base (GAB), 8" thick, including sub-
base preparation, grading, compaction
. and bituminous prime coat, complete,
[costs for existing asphalt removal and
disposal]
REPLACE: ", water line"
WI I H "". . ' utility "
REPLACE entire page TSl4-6
Omit Item M-6 in it's entirety
REPLACE:... "not yet ."
WITH "either directly
ADD: comma after "work"
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_AUGUSTA UTILITIES DEPARTMENT
'~~ BOND PROJECT #50134
" '"MEADOWBROOK AREA UTILITY IMPROVEMENTS"
SANITARY SEWER BID SCHEDUL,E
I'::!:::::J E .
g~1W;:j.; No ntry ReqUired
~ Unit Price Requil'e~
S-2G
S-2H
S-3A
5038
8" diameter PVC sanitary sewer pipe SDR 35, Depth 0' to 6',
including Type II (No 67 stone) bedding material
10" diameter PVC sanitary sewer pipe SDR 35, Depth 0' to 6',
Including Type II (No 67 stone) bedding material
, 1~~gia~t~rPVC_~?!l~ry s,ewerplpe SDR 35, Depth 0' to 6',
Including Type II (No 67 stone) beddilig mateiial '
15" diameter PVC sanitary sewer pipe SDR 35, Depth 0' to 6',
including Type II (No 67 stone) bedding material
18" diameter PVC sanitary sewer pipe SDR 26, Depth 0' to 6',
including Type II (No 67 stone) bedding material
21" diameter PVC sanitary sewer pipe SDR 26, Depth 0' to 6',
Including Type II (No 67 stone) bedding material
24~ diameter pve sanitary sewer pipe SDR 26, Depth 0' to 6',
including Type II (No 67 stone) bedding material
27" diameter pve sanitary sewer pipe SDR 26, Depth 0' to 6' ,
Including Type II (No 67 stone) bedding material
30~ diameter pve sanitary sewer pipe SDR 26, Depth 0' to 6',
including Type II (No 67 stone) bedding material
8" diameter PVC sanitary sewer pipe SDR 35, Depth 6' 10 8',
including Type II (No 67 stone) bedding materlal
10" diameter PVC sanitary sewer pipe SDR 35, Depth 6' to 8',
including lype 11 (No 67 stone) bedding material
12" diameter pve sanitary sewer pipe SDR 35, Depth 6' to 8',
including Type II (No 67 stone) bedding material
15" diameter PVC sanitary sewer pipe SDR 35, Depth 6' to 8',
includlng Type II (No 67 stone) bedding material
18" diameter PVC sanitary sewer pipe SDR 26, Depth 6' 10 8',
Including Type /I (No 67 stone) bedding material
21" diameter pve sanitary sewer pipe SDR 26, Depth 6' 10 S',
including Type II (No 67 stone) bedding material
24" diameter PVC sanitary sewer pipe SDR 26, Depth 6' to 8',
including Type II (No 67 stone) bedding material
27" diameter PVC sanitary sewer pipe SDR 26, Depth 6' to 8', mm~m.
including Type" (No 67 stone) bedding material Hig!iliii!11i!~lm
30" diameter PVC sanitary sewer pipe SDR 26, Depth 6' to 8','-- !1 j~iliL::i:;:i
including Type II (No 67 stone) beddi'ng material ~i~i\~Wmm11i1im!Wi~~1
.;.;.........................:..
S" diameter pve sanitary sewer pipe SDR 35, Depth 8' to 10',
including Type II (No 67 stone) bedding material
10" diameter PVC sanitary sewer pipe SDR 35, Depth 8' to 10',
including Type II (No 67 stone) bedding material
$,18
S-: 1C
g-1D
501E
501F
S-1G
801H
8011
S-2A
S-2B
S,-2C
8-20
S--2E
S-2F
5021
PROPOSAL
4/11/2007
05-06012-Sanitary and Waler Bid Schedule 5-29-2001 xls
5,237
LF
546
IF
1,565
LF
7,228
LF
1,204
LF
P,.2
PRO JECT #50134
~ AUGUSTA UTILITIES DEPARTMENT
~ BOND PROJECT #50134
R "MEADOWBROOK AREA UTILITY IMPROVEMENTS"
SANITARY SEWER BID SCHEDULE
_:_:r;;;:",:': .
;<::;J:,;i;.;:, No Entry Required
...5:.":":.:.::0
,
~ Unit Price Required
12" diameter pve sanitary sewer pipe SDR 35, Depth 8' to 10',
including Type II (No 67 stone) bedding material
S-3D 15" diameter PVC sanitary sewer pipe SDR 35, Depth 8' to 10', ,1.
including Type II (No 67 stone) bedding material
, ,S.3E .,18". diameterPVe sanltary..sewer_p1peSOR 26,Pepth 8' to 1Q',
including Type II (No 67 stone) bedding material
S-3F 21" diameter pve sanitary sewer pipe SDR' 26, Depth 8' to 10',
includIng Type II (No 67 stone) bedding material ii:
S-3G 24" diameter pve sanitary sewer pipe SDR 26, Depth 8' to 10', 111
including Type II (No 67 stone) bedding matenal ;i;
S-3H 27" diameter PVC sanitary sewer pipe SDR 26. Depth 8' to 10'.
including Type II (No 67 stone) bedding material
S-31 30. diameter PVC sanitary sewer pipe SDR 26, Depth 8' to 10',
including Type II (No 67 stone) bedding material
S-4A 8" diameter pve sanitary sewer pIpe SDR 35, Depth 10' to 12',
including Type II (No 67 stone) bedding material
S-4B 10" dls'meter PVC sanitary sewer pipe SDR 35, Depth 10' to
12', including Type II (No 67 stone) bedding material
S-4C 12" diameter pve sanitary sewer pipe SDR 35, Depth 10' to
12', including Type II (No 67 stone) bedding material
S-4D 15" diameter pve sanitary sewer pipe SDR 35, Depth 10' to
12', including Type II (No' 67 stone) bedding material
8-4E 18" diameter PVC sanitary sewer pipe SDR 26, Depth 10' to
12', Including Type II (No 67 stone) bedding material
S-4F 21' diameter PVC sanitary sewer pipe 8DR 26, Depth 10' to
12', including Type II (No 67 stone) bedding material
S-4G 24" diameter pve sanitary sewer pipe SDR 26. Depth 10' to
12', including Type II (No 67 stone) bedding material
S4H 27" diameter PVC sanitary sewer pipe SDR 26, Depth 10' to
12', including Type II (No 67 stone) bedding material
8-41 30' diameter pve sanitary sewer pipe SDR 26, Depth 10' to
12', including TyPe II (No 67 stone) bedding material
S.5A 8" diameter PVC sanitary sewer pipe SDR 35, Depth 12' to 14',
including Type II (No 67 stone) bedding material
S-58 10" diameter pve sanitary sewer pipe SDR 35, Dep1h 12' to
14', including Type Ii (No 67 stone) bedding material
S-5C 12" diameter pve sanitary sewer pipe SDR 35, Depth 12' to
14', including Type Ii (No 67 stone) bedding material
8-5D is" diameter PVC sanitary sewer pipe SDR 35, Depth 12' to
14', including Type II (No 67 stone) bedding material
PROPOSAL
411112007
05-060~2-SaI1l1ary and Waler Bid Schedule 5-29-2007 xis
. .....1
P-3
PRO JECT '#50134
c@7'
, ~' AUGUSTA UTILITIES DEPAR1MENT
~ BOND PROJECT #50134
"MEADOWBROOK AREA UTILITY IMPROVEMENTS"
SANITARY SEWER BID SCHEDULE
18" diameter pve sanitary sewer pipe SDR 26, Depth 12' to
14', including Typa II (No 67 stone) bedding material
S-5F 21" diameter pve sanitary sewer pipe SDR 26, Depth 12' to
14', including Type II (No 67 stone) bedding material
m S-5G' 24~ diameter PVCsanitarysewer pipe SDR26,Depth 12' to.
14', including Type II (No 67 stone) bedding material
S-5H 27" diameter PVC sanitary sewer pipe SDR 28, Depth 12' to
14', Including Type II (No. 67 stone) bedding material
S-51 30" diameter pve sanitary sewer pipe ~DR 26, Depth 12' to
14', Including TYpe II (No 67 stone) bedding material
S~6A 8" diameter pev sanitary sewer pipe SDR 35, Depth 14'10 16',
including Type II (No 67 stone) bedding material
s-6B 10" diameter PCV sanitary sewer pipe ~DR 35, Depth 14' to
16', including Type II (No 67 stone) bedding material
S-6C 12" diameter pcv sanitary sewer pipe SDR 35, Depth 14' to
16', including Type II (No. fJ7 stone) bedding materIal
'8-60 15" diameter PCV sanltary sewer pipe SDR 35, Depth 14' to
18', Including 'Type II (No 67 stone) bedding material
s..eE 18" diameter PCV sanitary sewer pipe SDR 26, Depth 14' to
16', including Type II (No 67 stone) bedding material
S-6F 21" diameter PCV sanitary sewer pipe SDR 26, Depth 14' to
16', including Type II (No 67 stone) bedding material
S-6G 24" diameter PCV sanitary sewer pipe SDR 26, Depth 14' to
16', including Type /I (No 67 stone) bedding material
S-6H 27" diameter PCV sanitary sewer plpe SDR 26, Depth 14' to
16', Including Type II (No 67 stone) bedding material
5-61 30' diameter PCV sanitary sewer pipe SDR 26, Depth 14' to
16', including Type II (No 67 stone) bedding material
5-7 A 8" diameter PVC sanitary sewer pipe SDR 35, Depth 16' to 18',
Including Type" (No 67 stone) bedding material
S-7B 10" diameter PVC sanitary sewer pipe SDR 35, Depth 16' to
18', Including Type II (No 67 stone) bedding material
S-7G 12" diameter PVG sanitary sewer pipe SDR 35, Depth 16' to
18', including Type II (No 67 stone) bedding material
S-7D 15" diameter pve sanitary sewer pipe SDR 35, Depth 16' to
18', including Type II (No 67 stone) bedding material
S-7E 18" diameter pve sanitary sewer pipe SDR 26, Depth 16' to
18', including Type II (No 67 stone) bedding material
S-7F 21" diameter pve sanitary sewer pipe SDR 26, Depth 16' to
18', Including Type 1/ (No 67 stone) bedding material
PROPOSAL
4/1112007
05-06012-Sanilary and Water Bid Schedule 5-29-2007 .xIs
._ No Entry Requited
~ Unit Price Required
548
lilllll[":':::'!!lllllilllll/!
LF
166
LF
P-4
PRO JEer #50134
~ AUGUSTA UTILITIES DEPARTMENT
=-..,_ BOND PROJECT #50134
.. "MEADOWBROOK AREA UTILITY IMPROVEMENTS"
~ .
~ No Entry ReqUIred
,
~ Unit Price Required
SANITARY SEWER BID SCHEDULE
24" diameter pve sanitary sewer pipe SDR 26, Depth 16' to
18', Ineluding Type II (No 67 stone) bedding material
S-7H 27" diameter pve sanitary sewer pipe SDR 26, Depth 16' to
18', Including Type II (No 67 stone) bedding material
. S-71 30!diameter P-VCsanitarysewer. pipe SDR26, Depth 16' to
18', including Type II (No 67 stone) bedding material
S-8A 8" diameter PVC sanitary sewer pipe SDR 35, Depth 18' to 20',
including Type II (No 67 stone) bedding material
S-8S 10" diameter pve sanitary sewer pipe SDR 35, Depth 18' to
20', including Type II (No 67 stone) bedding material
S-8C 12" diameter PVC sanitary sewer pipe SDR 35, Depth 18' to
20', Including Type II (No 67 stone) bedding material
S-8D 15" diameter PVC sanitary sewer pipe SDR 35, Depth 18' to
20', including Type II (No 67 stone) bedding material
S-SE 18" diameter PVC Sanitary sewer pipe SDR 26, Depth 18' to
20', including Type" (No 67 stone) bedding matenal
5-8F 21" diameter PVC sanitary sewer pipe SDR 26, Depth 18' to
20', including Type II (No 67 stone) bedding material
S-8G 24" diameter PVC sanitary sewer pipe SDR 26, Depth 18' to
20', Including Type II (No 67 stone) bedding material
S-8H 27" diameter pve sanitary sewer pipe SDR 26, Depth 18' to
20'. including Type II (No 67 stone) bedding material
$-81 30" diameter PVC sanitary sewer pipe SDR 26, Depth 18' to
20', Including Type II (No 67 stone) bedding material
S-9A 8" dIameter ductile iron sanitary sewer pipe Class XXX;. Depth
* 0' to 6', including type II (No 67 stone) bedding material
S,98 10" diameter ductile iron sanitary sewer pipe Class XXX, Depth ~~
* 0' to 6', including Type II (No 67 stone) bedding material !I
'S-9C 12" diameter ductile iron sanitary sewer pipe Class XXX, Depth ~1
* 0' to 6', including Type II (No 67 stone) bedding material 11,;,;......'..;.;.
;: ::::;::::~:::~:~:
8-90 14" diameter ductile iron sanitary sewer pipe Class XXX, Depth ;mmnmmm
0' to 6', including Type II (No 67 stone) bedding material 1!!!j
8-9E 16" diameter ductile iron sanitary sewer pipe Class XXX, Depth ji!:j
(Y to 6', including Type II (No 67 stone) bedding material !lli!
S-9F 18" diameter ductile iron sanitary sewer pipe Class XXX, Depth
0' to 6" including Type II (No 67 stone) bedding material
PROPOSAL
4/1112007
05-06012-Sanilary end Water Bid Schedule 5-29-2007 xJs
P.5
PRO.JECT#50134
~ AUGUSTA UTILITIES DEPARTMENT
~. BOND PROJECT #50134
"MEADOWBROOK AREA UTILITY IMPROVEMENTS"
~w No Entry Required
,
~Unit P,ice Requited
SANIT ARY SEWER BID SCHEDULE
20. diameter ductile iron sanitary sewer pipe Class XXX, Depth
0' to 6', Including Type II (No 67 stone) bedding material
S-SH 24" diameter ductile iron sanitary sewer pipe Class XXX, Depth :'
0' to a.'~illCl~din.~ Type [I (No 67 stone) bedding material . !I
$.91 30" diameter ductile iron sanitary sewer pipe Class XXX, Depth 11
0' to 6', including Type II (No 67 stone) bedding material 1!
S-10A 8" diameter ductile iron sanitary sewer pipe Class 350, Depth 6'
to 8', including Type II (No 67 stone) bedding material
8-108 10" diameter ductile Iron sanitary sewer pipe Crass XXX, Depth ;,
6' to 8', including Type" (No 67 stone) bedding material
8-1 OC - 12" diameter ductile iron sanitary sewer pipe Class XXX, Depth ..
6' to S', including Type II (No 67 stone) bedding material
S-10D 14" diameter ductile iron sanitary sewer pipe Class XXX, "Depth H
6' to 8', including Type II (No. 67 stone) bedding material jl~,;,.
S-10E 16" diameter ductile iron sanitary sewer pipe Class xxx. Depth i;l;W~l
6' to 8', including Type" (No 67 stone) bedding material
5-10F 18" diameter ductile iron sanitary sewer pipe Class XXX, Depth
6' to 8', includIng Type II (No 67 stone) bedding material
5-10G 20" diameter ductile iron sanitary sewer pipe Class XXX, Depth i11i1fi!~i
6' to 8', including Type II (No 67 stone) bedding material llli;i:~;i
$.10H 24" diameter ductile iron sanitary sewer pipe Class XXX, Depth m
6' to 8', including Type II (NoS7 stone) bedding material m
: ~:
8-101 30" diameter ductile iron sanitary sewer pipe Class XXX, Depth U !:!;!:!
6' to 8', Including Type II (No 67 stone) bedding material Ili!l!i!lll!ll
S-11A 8" diameter ductile iron sanitary sewer pipe Class 350, Depth 8'
to 10', including Type II (No 67 stone) bedding material
20
LF
5-11 B 10' dIameter ductile iron sanitary sewer pipe Class XXX, Depth @:mmmm:jmmi!1H~
8' tolD', including Type II (No 67 stone) bedding material tmmmm:~11;~mlW!m~
: ~ 1~:i:~i f;~ :~:~ ;~:H~ :;: ~:~:~:
m~~mm~mmmmt UmH . . . . . . . . . . . . .
'Fi;i~ii!mil!l~~ !ml!~~iiilii~lli
LF
S -11 C 12" diameter ductile iron sanitary sewer pipe Class 350, Depth
8' to 10', Including Type II (No 67 stone) bedding material
60
PROPOSAL
4/11/2007
O~012-Sanllary and Waler Bid Schedule 5-29.2007 xis
P-6
PRO JECT #50134
;
i
;
I
i
I
1
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i
L
i
i
I
,
!
i
I
I
i
I
!
i
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.
~ AUGUSTA UTILITIES DEPARTMENT
~ BOND PROJECT #50134
e "MEADOWBROOK AREA UTILITY IMPROVEMENTS"
,~!; No Entry Required
,
o Unit Price Required
SANITARY SEWER BID SCHEDULE
14" diameter ductile iron sanitary sewer pipe Class XXX, Depth
8' to 10', includinglype 1/ (No 67 stone) bedding material
5-11 E 16" diameter ductile iron sanitary sewer pIpe Class xxx. Depth
8' to 10', Including lype II (No 67 stone) bedding material
5-11 F - 18" diameter ductile iron sanitary sewer pipe Class XXX, Depth .
8' to 10', including Type II (No 67 stone) bedding material
8-11 G 20" diameter ductile iron sanitary sewer pipe Class XXX, Depth 111
8' to 10', including Type II (No 67 stone) bedding material !ll
5-11 H 24" diameter ductile Iron sanitary sewer pipe Class xxx, Depth m
8' to 10', including Type 1/ (No 67 stone) bedding material ;;l
5-111 30" diameter ductile iron sanitary sewer pipe Class XXX, Depth
8' to 10', including Type II (No 67 stone) bedding material
S-12A 8" diameter ductile iron sanitary sewer pipe Class 350, Depth
10' to 12', Including Type" (No 67 stone) bedding material
S.12B 10" diameter ductile iron sanitary sewer pipe Class XXX, Depth ;:;
10' to 12', including Type" (No 67 stone) bedding material
S-12C 12" diameter ductile Iron sanitary sewer pipe Class XXX, Depth
10' to 12', including Type II (No 67 stone) bedding material
5-120 14" diameter ductile iron sanitary sewer pipe Class XXX, Depth
10' to 12', including Type II (No 67 stone) bedding material
S-12E 16" diameter ductile iron sanitary sewer pipe Class XXX, Depth ~Hj1i~lm
10' to '12', including Type II (No 67 stone) bedding material m~mHi;
:::::::::::
.:;:::.:
5-12F 18" diameter ductile iron sanitary sewer pipe Class XXX, Depth ;;i*;:
10'to 12', including Type II (No 67 stone) bedding material
S.12G
S-12H 24" diameter ductile iron sanitary sewer pipe Class XXX, Depth in
10' to 12', including Type II (No 67 stone) bedding material ::'
5-121 30' diameter ductile iron sanitary sewer pipe Class XXX, Depth m
10' to 12', including Type II (No 67 stone) bedding material mm11 ::,i;
~i~~~gil~~:~:~:~;~: ~:;~~:m H
PROPOSAL
4/11/2007
O!Hl6012-Sanltary and Water Bid Schedule 5-29-2007 xis
P-7
PRO JECT #50134
I
!
i
J
I
;
;
~U"
.. . AUGUSTA UTILITIES DEPARTMENT
~ ,~ BOND PROJECT #50134
. "MEADOWBROOK AREA UTILITY IMPROVEMENTS"
t~: No Entry Requil'ed
,
~ Unit Ptice Required
SANITARY SEWER BID SCHEDULE
8~ diameter ductile Iron sanitary sewer pipe Class XXX, Depth
12' to 14', including Type II (No 67 stone) bedding material
S.138 10. diameter ductile Iron sani1ary sewer pipe Class XXX, Depth
12' to 14', including Type II (No 67 stone) bedding material
....... .........
S-13C 12" diameter ductile iron sanitary sewer pipe Class XXX, Depth
12' to 14', including Type II (No 67 stone) bedding material
S-13D 14" diameter ductile iron sanitary sewer pipe Class XXX, Depth
12' to 14', including Type II (No 67 stone) bedding material
5-13E 16" diameter ductile iron sanitary sewer pipe Class XXX, Depth
12' to 14', including Type II (No 67 stone) bedding material
S,13F 18" diameter ductile Iron sanitary sewer pipe Class XXX, Depth ~1
12' to 14', including Type II (No 67 stone) bedding material 11
8-13G 20' diameter ductile iron sanitary sewer pipe Class xxx. Depth
12' to 14', including Type II (No 67 stone) bedding material
S-13H 24" diameter ductile iron sanitary sewer pipe Class XXX, Depth
12~ to 14', including Type II (No 67 stone) bedding material
8131 30' diameter ductile iron sanitary sewer pipe Class XXX, Depth
12' to 14', includIng Type II (No 67 stone) bedding material
S..14A S. diameter ductile iron sanitary sewer pipe Class XXX, Depth
14' to 16', Including Type II (No 67 stone) bedding material
8-148 10' diameter ductile iron sanitary sewer pipe Class XXX, Depth
14' to 16', including Type II (No 67 stone) bedding material
S.14C 12" diameter ductile iron sanitary sewer pipe Class 350, Depth
14' to 16', including Type II (No 67 stone) bedding material
5-140 14" diameter ductile iron sanitary sewer pipe Class XXX, Depth W~~
14' to 16', including Type II (No 67 stone) bedding material ~ ' .
8-14E 16" diameter ductile iron sanitary sewer pipe Class XXX, Depth
14' to 16', inCluding Type II (No 67 stone) bedding material
S-14F 18" diameter ductile iron sanitary sewer pipe Class XXX, Depth ~m
14' to 16', including Type II (No 67 stone) bedding material :-:'
PROPOSAl
4111/2007
05-06012-Sanilary and Water Bid Schedule 5-29-2007 xis
P-8
PRo.JECT#50134
i
I
!
. ~..
ff~~!~fW~ No Entry Required
""".:-0".:.:.
,
~ Unit Price Required
.us
.._ AUGUSTA Ul'IUTlES DEPARTMENT
~__ BOND PROJECT #50134
"MEADOWBROOK AREA UTILITY IMPROVEMENT'S"
SANITARY SEWER BID SCHEDULE
20" diameter ductile iron sanitary sewer pipe Class XXX, Depth
14' to 16', including Type II (No 67 stone) bedding material
S-14H 24" diameter ductile Iron sanitary sewer pipe Class XXX, Depth
14'. tl?~_~~.. including Type II (No 67 stone) bedding material
S-141 30" diameter ductile iron sanitary sewer pipe Class XXX, Depth mm
14' to 16', including Type II (No 67 stone) bedding material ;';:1:
i
... .. .....-j.. ..~-..i
j
S-15A 8" diameter ductile iron sanitary sewer pipe Class XXX, Depth
16' to 18', Including Type II (No 67 stone) bedding material
8-158 10" diameter ductile Iron sanitary sewer pipe Class XXX, Depth
16' to 18', Including Type II (No 67 stone) bedding material
8-15C 12" dIameter ductile iron sanitary sewer pipe Class 350, Depth
16' to 18', including Type 1/ (No 67 stone) bedding material
8-15D 14" diameter ductile iron sanitary sewer pipe Class XXX, Depth
16' to 18', induding Type II (No 67 stone) bedding material
S-15E 16" diameter ductile iron sanitary sewer pipe Class XXX, Depth
16' to 18', Including Type II (No 67 stone) bedding material
S-15F 18" dIameter ductile iron sanitary sewer pipe Class XXX, Depth
16' to 18', Including Type II (No 67 stone) beddIng material
S-15G 20. diameter ductile iron sanitary sewer pipe Class XXX, Depth
16' to 18', including Type II (No 67 stone) bedding material
8-15H 24" dIameter ductile iron sanitary sewer pipe Class XXX, Depth
16' to 18', includIng Type II (No 67 stone) bedding material
5-151 30. diameter ductile Iron sanitary sewer pipe Class XXX, Depth
16' to 18', including Type II (No 67 stone) bedding material
S-16A 8" diameter quctile iron sanitary sewer pipe Class XXX, Depth
18' to 20', including Type II (No 67 stone) bedding material
S-168 10" diameter ductile iron sanitary sewer pipe Class XXX, Depth ;
18' to 20', including Type II (No 67 stone) bedding material h;i
~~H
5-16C 12" diameter ductile iron sanitary sewer pIpe Class xxx. Depth
18' to 20', Including Type II (No 67 stone) bedding material
PROPOSAL
4/11/2007
05-06012-Sanilary and Water Bid Schedule 5-29-2007 xis
P-9
PROJECT #50134
AUGUSTA UTILITIES DEPARTMENT
BOND PROJECT #50134
'"MEADOWBROOK AREA UTILITY IMPROVEMENTS"
_ No Entry Required
,
~ Unit Price Required
SANITARY SEWER BID SCHEDULE
S~16D 14" diameter ductile iron sanitary sewer pipe Class XXX, Depth
18' to 20', Including Type II (No 67 stone) bedding material
S-16E 16" diameter ductile Iron sanitary sewer pipe Class XXX, Depth
18' to 20', including Type II (No 67 stone) bedding material
S-16F 18" diameter ductile iron sanitary sewer pipe Class XXX, Depth
18' to 20', including 'Type II (No 67 stone) bedding material
S-1OO 20' diameter ductile iron sanitary sewer pipe Class XXX, Depth
1 B' to 20', inCluding Type II (No 67 stone) bed<lfng material
5-16H 24" diameter ductile iron sanitary sewer pipe Class XXX, Depth
18' to 20', including Type II (No 67 stone) beddIng material
S.161 30" diameter ductile iron sanitary sewer pipe Class XXX, Depth mm
18' to 20',lncludlng Type II (No 67 stone) beddIng material ,.:.:,
8,17 Jack and Bore 24" steel casing, 025 in mln thickness; include
100 L.F 12" 0 l sanitary sewer carrier pipe, Class 350,
restrained joint, end seals complete
S.18 Select backfill, GA DOT Type I. Class I & II (Sand/Clay)-
Measured by in-place volume
S-19 Miscellaneous pipe fittings and connections
100
LF
500
Cy
80
LBS
S-2OA Pre'~st sanitary manhole, GA DOT STD 1011A, Type 1.
Depth 0' to 6' (48" Diameter)
$-20B Pre-cast sanitary manhole, GA DOT STD 1011A. Type 1.
Depth 0' to 6' (60" Diameter)
S-20C Pr&-~st sanitary manhole, GA DOT STD 1 011A, Type 1,
Depth 0' to 6' [l2" Diameter)
$,20D Pre-cast sanitary manhole, GA DOT STD 1 011A, Type 1,
Depth 0' to 6' (84" Diameter)
S-20E Pre-cast sanitary manhole, GA DOT sm 1D11A, Type 1,
Depth 0' to 6' (96" Diameter)
S-20F Pre-cast sanitary manhole, GA DOT sm 1011A, Type 1.
Depth 0' to 6' (120" Diameter)
- --
S.21A Additional sanitary manhole depth, Type 1, Depth Class 1 (48"
Dla)
5-218 Additional sanitary manhole depth, Type 1, Depth Class 1 (60"
Dla)
94
EA
PROPOSAL
4/1112007
ll5-06012-5al1nary and Water BId Schedule 5.29-2007 xIs
P-10
PROJECT #50134
~ .
~ No Entry Required
,
~Unit Price Required
.
~' AUGUSTA UTILITIES DEPARTMENT
~ BOND PROJECT #50134
G "MEADOWBROOK AREA UTILITY IMPROVEMENTS"
SANITARY SEWER BID SCHEDULE
S-21 C Additional sanitary manhole depth, Typl;l1, Depth Class 1 [12'
Dia)
S-21O Additional sanitary manhole depth, Type 1, Depth Class 1 (84"
Dia)
S~21 E Additiohalsanltarimanhole depth; Type 1 ; Depth Class. 1 (96"
Dla)
S-21F Addllional sanitary manhole depth, Type 1, Depth Class 1 (120"
Dia)
S-22A Additional sanitary manhole depth, Type 1. Depth Class 2(48"
Ola)
S-228 Additional sanitary manhole depth, Type 1, Depth Class 2 (80'
Ola)
5-22C Additional sanitary manhole depth, Type 1, Depth Class 2 [lZ'
Dia)
S-22D Additional sanitary manhole depth, Type 1, Depth Class 2 (84"
Dia)
S,22E Additional sanitary manhole depth, Type 1, Depth Class 2 (96"
Dia)
$-22F A~itionat sanitary manhole depth. Type 1 , Depth Class 2 (120" mmm
~) -
5-23 Pre-cast sanitary manhole, GA DOT STD 1 011A, Type 2,
Depth O' to 6' (96" Diameter)
5-24 Adartional sanitary manhole depth, Type 2, Depth Class 1 (96"
Dla)
8-25 Additional sanitary manhole depth, Type 2, Depth Class 2 (96"
Dia)
5-26A 48" Diameter sanitary. manhole exterior joint wrap
$-268 60' Diameter sanitary manhole exterior joint wrap
$-26C 72" Diameter sanitary manhole exterior joint wrap
8-26D 84" Diameter sanitary manhole exterior joint wrap
S-26E 96" Diameter sanitary manhole exterior joint wrap
S-26F 120" Diameter sanitary manhole exterior joint wrap
S-27 A 48" Diameter sanitary manhole interior protective coatIng
30
VF
PROPOSAL
4/1112007
05-06012-Sanltary and Water Bid Schedule 5-29-2007 .xis
P-11
PRo.JECT #50134
@)'U
. AUGUSTA UTIl.ITIES DEPARTMENT
,__ . BOND PROJECT #50134
OR "MEADOWBROOK AREA UTILITY IMPROVEMENTS"
IHH1~ifJtW No Ent,." Requited
r~::::~~fu..[~1 -.J
~ Unit Price RequiTed
SANITARY SEWER BID SCHEDUl.E
60" Diameter sanitary manhole interior protective coating
S-27C 72" Diameter sanitary manhole Interior protective coating
.. s..Z7D. 84" Diameter sanitary manholeinterlor protective coating
S-27E 96" Diameter sanitary manhole interior protective coating
S-27F 120' Diameter sanitary manhole Interior protective coating
&28 Outside Drop Piping -., Complete
4
EA
$-29 Doghouse/Connector Manhole, including base, cone, and ring
and cover
&30 6" sanitary sewer service, complete
1
EA
177
EA
S-31 Cut and pl\.lg exIsting sanitary sewer, diameter varies
S.32 Cut and plug existing manhole, diameter and depth varies
5-33 Tie new sanitary sewer to existing manholes, diameter varies
3
EA
&34 AC Water Main Crossing
EA
5-35 Ductile Iron Pipe polyethylene Encasement
20
LF
5-36 Concrete encasement of sanitary sewer (creek crossings, etc)
10
CY
SANITARY SEWER l'OTAL
PROPOSAL
4/1112007
05-06012-Sannary and water BJd SChedule 5-29-2007 xls
P-12
PROJECT #50134
[~I~~~W~~ No Entry Required
.~.:~:.:.:...
.as
AUGUSTA UTILIl'IES DEPARTMENT
. --;- BOND PROJECT #50134
R "MEADOWBROOK AREA UTILITY IMPROVEMENTS"
WATER SYSTEM BID SCHEDULE
W..1A 6" diameter PVC water transmission main C 900, Class 200
.W~1B- 8"diameterPVC water transmission main C 900, Class 200
W-1 C 10. diameter PVC water transmission main C 900,. Class 200
W.1 D 12" diameter PVC water transmission main C 900, Class 200
W-1 E 14" diameter PVC water transmission main C 905, Class 200
W-1 F 16" diameter PVC water transmissIon main C 905, Class 200
W-1 G 18" diameter PVC water transmission main C 905. Class 200
W-1 H20. diameter PVC water transmission main C 905, Class 200
W-11 24" diameter PVC water transmission main C 905, Class 200
W-1J 30" ~(ameter PVC water transmission main C 905, Class 200
W.2A 6" diameter ductile Iron water transmission main Class 350,
standard joint
W-2B 8" diameter ductile Iron water transmission main Class XXX,
standard joint
W.2C 10" diameter ductile iron water transmission main Class XXX,
standard joint
W-2D 12" diameter ductile Iron water transmission main Class XXX,
standard joint
. .
W-2E 14" diameter ductile iron water transmission main Class XXX,
standard joint
W-2F 16" diameter ductile iron water transmission main Class XXX,
standard Joint
. -
W-2G 18" diameter ductile iron water transmission main Class XXX,
standard joint
W-2H 20" diameter ductile iron water transmission main Class XXX,
standard joint
PROPOSAL
4/11 12007]
05-o6012-Sanit~ty and WaterBid Schedule 5-29-2001 xIs
.
QJ Unit Prke Required
J
P-13
PRO JEer #50134
.
~ AUGUSTA UTILITIES DEPARTMENT
~ BOND PROJECT #50134
R "MEADOWBROOK AREA UTILITY IMPROVEMEN1'S"
WATER SYSTEM BID SCHEDULE
.
~ Unit Prke Required
24" dia~eter ductile iron water transmission main Class XXX,
standard joint
W-2J 30" diameter ductile iron water transmission main Class XXX,
standard joint
-- --W:./JA 6'!.dlameter.ductile iron water tJansmlsslon main Class XXX, .
restrained joint
W-3B 8" diameter ductlle iron water transmission main Class XXX,
restrained joint
W-3C 10' diameter ductile iron water transmission main Class XXX,
restrained joint
W-3D 12" diameter ductile Iron water transmission main Class XXX,
restrained joint
W-3E 14" diameter ductile Iron water transmission main Class XXX,
restrained Joint
W-3F 16" diameter ductile iron water transmission main Class XXX,
restrained Joint
W-3G 18" diameter ductile Iron water transmission main Class XXX,
restrained joint
W-3H 20' diameter ductile iron water transmission main Class XXX,
restrained joint
W-31 24" diameter ductile Iron water transmission main Class XXX,
restrained joint
W-3J 30" diameter ductile Iron Water transmission main Class XXX,
restrained joint '
W-4 Jack and Bore 24" diameter steel casing Minimum wall
thickness 0250 inch, with 12" diameter, restrained joint ductile
iron carrier pipe, end seals, Class 350 included
W-5 Select backfill, GA DOT Type I, Class I & II (Sand/Clay) -
Measured by In-place volume
W.6 Miscellaneous pipe fittings and connections
W-7 8" x 6" Diameter Transition Couplings
W.8 Fire hydrant, installed complete with valve, lead pipe, joint
restraint, and blocking (Hydrant supplied by AUD)
W-9A 6" In-line valve, including valve box, Installed, complete, open
right/left
W-98 8" in-line butterfly valve, including valve box, Instafrea:---
complete, open rlghtJIeft
PROPOSAl
4/1112007)
05-06012.Sanitary and Water Bid Schedule 5-29,20(17 :xls
I
....i
N1A
LF
500
CY
1,040
LBS
4
EA
10
EA
P-14
PRO JECT #50134
~G
.. - AUGUSTA UTILITIES DEPARTMENT
--;;;;- BOND PROJECT #50134
R "MEADOWBROOK AREA UTILITY IMPROVEMENTS"
W':ilii:il::1 .
1H!;:~;E)E; No Entry Requi1ed,
o Unit P,ice Required
WATER SYSTEM BID SCHEDULE
10" in-line butterfly valve, including valve box, installed,
. complete, open rightJIeft
W-9D 12" In-line butterfly valve, including valve box, installed,
complete, open right/left
W.9E 14"-in;;Jinebutterfly-valve;. including valve box,installed,
complete, open right/left
W-9F 16" in-line butterfly valve, including valve box, Installed,
complete, open rightlleft
W,9G 18" ill.line butterfly valve, Induellng valve box, installed.
complete, open right/left
W-9H 20" In-line butterfly valve, including valve box. installed,
complete, open right/left
W.91 24" in-line butterfly valve, including valve box, installed,
complete, open rightlleft
W-9J 30. in-line butterfly valve, including valve box, installed,
complete, open rightJIeft
W,10A 6" In-line gate valve, including valve box, Installed, complete,
open rightlleft
W-10B 8" in-line gate valve, including valve box, Installed, complete,
open rightllefl
W-10C 10. In-line gate valve, including valve box, installed, complete,
open rightlleft
W-10D 12" in-line gate valve, including valve box, installed, complete.
open right/left
W-10E 14" in-Una gate valve, Including valve box, installed, complete,
open rlghtlleft
W-10F 16" in.line gate valve, including valve box; installed, complete,
open rightlJeft
W-10G 18" in-line gate-valve, including valve box, Installed, complete,
open rightlleft
W-10H 20. in-line gate valve, including valve box, insti:.lIled, complete,
open I'ightlleft
W-101 24. in-line gate valve, incluciing valve box, installed, complete,
open right/left
W-10J 30. in.llne gate valve, Including valve box, installed, complete,
open rightlleft
W-11 X" air/vacuum valve Including X. diameter precast concrete
manhole, installed, complete
PROPOSAL
4/11/2001)
OS-06012-SanitaIY and Water Bid Schedule 5-29-2007 xIs
P.15
PROJECl :#50134
.,;;::;:::11;'
:::;;::::!l~: No Entry Required
.:.:....:-';,;~_.
AUGUST A UTILITIES DEPARTMENT
BOND PROJECT #50134
"MEADOWBROOK AREA UTILITY IMPROVEMENTS"
~ Unit Price RequiTe~
WATER SYSTEM BID SCHEDULE
...W--14 Check valve and vault with X~bypa~ line
X' air release valve, including X' diameter precast concrete
manhole, installed, complete
- -
W.13 BD tappIng sleeve, valve, vafve box, complete
W-15 New 1" long side water service, installed, including re-
connection, complete
W-16 New 1" short side water service, Installed, including ra..
connection, complete
W-17 Polyethylene wrap of ductile Iron water main
*
W-18 Tie-in to existing line
EA
LF
EA
W-19 X' cut in gate valve, including valve box, Installed complete.
* open right/left
W-20 Cut and Plug Existing Water Line
EA
4
EA
W-21 Miscellaneous Class A Concrete
50
CY
WATER SYSTEM TOTAL
PROPOSAL
4/1112007]
05-06012-Sanitary and Water Bid Schedule 5-29,2007 xis
P..16
PROJECT #50134
mmml .
~ No Entry ReiJUlTed
AUGUSTA UTILITIES DEPARTMENT
BOND PROJECT #50134
"MEADOWBROOK AREA UTILITY IMPROVEMENTS"
,
~ Unit Price Required
PAVEMENT & MISCELLANEOUS BID SCHEDULE
PAVEMENT STRUCTURES
P-1 Asphalt overlay, Type F, 1 %" thick, including tack, markings,
etc (Meadowbrook Dr Open-cut trenches only)
. f\sphalt pavement, Type F, 2" thick, min full width, complete
(Nelg}lbortloOdroaasr-- .. . .. . ... . .. ... . . .. ..31,OOOu
P-2 Graded aggregate base (GAB), 10 ~"thlck, 7' wide and Type
B, asphalt patch 2 ~ " thick, including removal of 2 % " GAB
and placement of bituminous tack coat
eadowbrook Dr. 0 en-cut trenches onl
Graded aggregate base (GAB), 8" thick. including sub-base
preparation, grading, compaction and bituminous prime coat,
complete.
Asphalt Pavement Leveling
(as appropriate & necessary)
Asphalt Milling, 0 -1 %", 9' wide, complete
(Perimeter of areas receiving overlay on Meadowbrook Dr )
4" thick concrete sidewall<, 3000 psi mix
P-1A
P-2A
P-3
P-4
P-5
P-6 6" thick concrete driveway remove and replace in kind, 3000
psi mix
P,.7 2" asphalt pavement driveway remove and replace
P-8 18" Raised-edge asphalt curb
P-9A 24" concrete curb and/or gutter removal and replacement (as
appropriate and necessary)
P-9B 30" concrete curb and/or gutter removal and replacement (as
appropriate and necessary)
MISCELLANEOUS
M-1 Flowable fill
M.2 Rock excavation
*
M-3 Foundation backfill, GA DOT Type II. for additional
unclassified excavation (Embankment)
PROPOSAL
4/11/2007
05-06012-Sanitary and Water Bid Schedule 5-29-2007 xls
800
SY
SY..
33,000
Sy
32,200 SY
10 Tons
550 SY
---
33 SY
206 SY
245 SY
12,000 LF
50 LF
450 LF
PAVEMENT TOTAl.
50
CY
11ll!11111lJlllllllllffillllll CY
200 CY
C' :ilillillillllll!IIIII~IIIII!1
P-17
PROJECT #50134
.'.';.:.;.:.:
(;~~1~i~1h No Entry Required
._~...........
~ Unit Price Required
~ AUGUSTA U1ILlTIES DEPARTMENT
~ BOND PROJECT #50134
'"MEADOWBROOK AREA UTILITY IMPROVEMENTS'"
PAVEMENT & MISCELLANEOUS BID SCHEDULE
M-5 Fence Removal & Replacement. New, Replaced in Kind
_ _ -.M"6. RemoveelEistmg.asl'lbaltl'llWemoFltpF!d l;l!,!rbs, $., GE;lFrlplete,
(NalghbaFReoa only) OMITTED
M-7 Install, additional, or remove and replace catch basrn, (GDOT
* 1 034 D)
M.B Addifional18" RCP. ASTM C76, Class III, ine! rubber
* gasketed joints, per GDOT standard specifications
M-9 Additional 24" ,RCP, ASTM C76, Class III; incl rubber
* gasketed Joints, per GDOT standard specifications
M-10 Additiona130" RCP, ASTM C76, Class III, lncl rubber
* gasketed joints, per GDOT standard specifications
M.11 Additional 36" RCP, ASTM C76, Class III, inel
* gasketed joints, per GDOT standard specifications
M-12 Erosion, Sediment and Pollution Control, complete, including
Maintenance & Monitoring, as per GAEPD NPDES GAR
100002.
EA
LF
w=
LF
LF
1
LS
MISCEl,LANEOUS TOTAL
PROPOSAl
4/1112007
05-06012-Sanilary and Water Bid St:rnlduJe 5,29-2007 lds
P.18
PRO JECT #50134
.$
. AUGUSTA UTILITIES DEPARTMENT
~. BOND PROJECT #50134
o "MEADOWBROOK AREA UTILITY IMPROVEMENTS"
~ .
~ No Entry RequIred
~ Unit Price Required
LUMP SUM CONSTRUCTION 810 SCHEDUL.E
Lump sum construction 0ncludes but is not limited to the
Ilsting continued below}
LUMP SUM TOTAL
LUMP SUM CONSTRUCTION ITEMS
.
Mobilization, Demobilization
Bonds, Insurance
Gabion Retaining Walls
Remove and Reset Fences, All Types
Remove and Reset Gates, All Types
Remove and. Reset Storm Sewer I Lengths & Sizes Vary
Remove and Reset Yard Drainage Pipe, Lengths & Sizes Vary
Reconstruct Retaining Wall, Height and Type Varies
Remove and Reset Signs, Type Varies
Remove and Reset Water Sprinkler Systems, Complete
Remove and Reset Yard Lamps, Type Varlas
Remove and Reset Mailboxes, Type Varies
Traffic Control
Miscellaneous Grading
Permanent Grassing
Raise Existing Manholes and Valves Boxes to Grade
-'-
.
.
.
.
.
.
.
.
.
.
.
.
.
.
GRAND TOTAL
SANITARY SEWER TOTAL
-
WATER SYSTEM TOTAL
- ..
PAVEMENT TOTAL
MISCELLANEOUS TOTAl.
-- --
LUMP SUM TOTAL
GRAND TOTAL
PROPOSAl
4/1112007
05-06012-Sanitiuy and Water Bid Schedule 5-29-2007 xis
P..19
PROJECT #50134
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
SECfION TS-13
WATER DISTRIBUTION SYSTEM
PART 1 - SCOPE
1 1 Ihis section covets all work associated with the water distIibution system
PART 2 - GENERAL
21 The ContIactOllDeveloper is responsible f01 verifying the exact location, size and material
. ... .. . of :my existing water facilitypl'Oposed-foI-connectienOl-use-by theproject,......-...-.. -....- - .
i
*....1
22 All wOIk that occurs in the public right~f-way shall comply with the City of Augusta's
"Development Documents" (latest version) and the "Right.of-Way Encroachment
Guidelines" (latest version), Any field changes that occur in the public right-of-way and
are not specifiCally related to water or sewer items shall be coordinated with the Augusta
Engineering Department.
PART 3 - STANDARDS FOR WATER MAINS
3.1 COVER - Standar'd cover requirements al"e as follows:
A Standard depth of covel is 4 feet below existing and proposed road surface
(and ar.eas designed fOI normal traffic loading) unless otherwise approved by
Augusta Utilities Department (ADD)
B. Minimum COVel to finished grade over water mains shall be 36 inches
Minimum cover lUlder ditch bottoms shall be 24 inches Any variance in
minimum cover must be approved by AUD on a case-by-case basis
C In the event the shouldel of the lOad should Iise above the roadway level, the
water main shall be placed at a depth to maintain 4 feet below the lOad surface
in order to keep a fout foot depth f01 futrue driveway cuts
3~ HORlZONTALSEPARATION
A Unless otherwise specified, hOlizontal spacing should conform to the following
rules, where all separation distances listed are edge to edge:
1) I en (10) feet to any existing 01 proposed wastewater lines OI fOlee main,
stolm sewel or sewer manhole Horizontal separation of less than 10
feet requires pipe material to be DIP fOI water mains, wastewateI lines
OI fOlce mains .
WATER DISIRlBUIION SYSTEM
4111/2007
IS 13-1
AUGUSTA U1lUTIES DEPARTMENT. BONO PROJECT # 50134
MEADOWBROOK AREA um.nv IMPROVEMENTS
2) Fifteen (15) feet to buildings, top of bank of lakes, streams, creeks OI
other stmctures r en (10) feet is consideled the absolute minimum, and
will only be considered by AVD when unavoidable If separation
distance is less than ten (10) feet, the pipe material is required to be DIP
3) Where hOIizontal sepatations between water and sewer cannot be met,
wateI and sewer lines shall be DIP, and joints staggered such that
maximum separation exists between joints AS APPROVED BY AUD.
4) I en (10) feet minimum separation to gas mains.
?)u" u.~~~.Q.g)~~~.~l~.itn~In to un~~rgIOund electI~~cable
6) Current Georgia EPD sepaIation requirements
I
i
u [.
j
!
3.3 VERTICAL SEPARATION
A Unless othelwise specified, vertical spacing should confolm to the following
rules, whele all separation distances listed are edge to edge:
1) Water mains shall cross over and not unde! other pipes.
2) Eighteen (18) inch minimmn sep81ation between all pipes and cables
shall be maintained, with six (6) inch absolute minimum sepmation with
DIP, when conforming to Georgia EPD sepmation requiIements
3) When water mains ClOSS under sewers, additional measures shall be
taken. At least 18 inches of sepmation between the bottom of the sewer
and the top of the water main shall be pmvided. Adequate stIUCtuIal
support for the sewel shall be provided to prevent deflection 01 settling
on the water main. No joint shall be encased under the crossing.
Encasement of the watel pipe in concrete or flowable fill will also be
considered. '
4) Where vertical separations between watel and sewer cannot be met,
water and sewer lines shall be DIP, and joints staggered such that
maximum sepatation exists between joints AS APPROVED BY AN
AUD ENGINEER
5) I en (l0) feet minimum separation to gas mains
6) I en (10) feet minimum to under ground electric cable
7) Current Georgia EPD separntion requirements
WATERDISTRIBUIION SYSTEM
4/11/2007
IS 13-2
AUGUSTA UTIUTlES DEPARlMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UllUTY IMPROVEMENTS
3,4 WATERMAINMATERIAL
A Gener al Requirements
1) WateI mains shall be ductile iron pipe (DIP). Polyvinyl chloride (PVC), OI
galvanized pipe may be used only where necessary to match existing
materials encountered in field, as approved by Engineer.
2)
DIP shall be centrifugally cast and shall confOIm to A WW A eI50/ANSI
A21.50 Oatest version) fOI design and AWWA C151/ANSI AlI,51
(hitest'verslo11)fof'manufactwe.-PVC-pipe-6ninch -to-12-inch..diametet-
shall confonn to A WW A C900 (latest vexsion) PVC pipe 14 inch to 36
inch diameteI shall confoIm to A WW A C905 Oatest version)
3) For water mains 6" through 16", DIP Pressme Class 350 shall be
allowed FOI water mains 18" through 24". DIP Pressure Class 300 shall
be allowed PVC C900 (most CIDrent date), Class 200, SDR-14 with.
cast iton equivalent 0 D s, gasket bell end with. elastomeric gaskets shall
be allowed for water mains 6" through 10" (solvent weld joints are not
permitted) Flanged DIP shall have threaded ductile iron flanges and
shall conform to the requiIements of AWWA C1l5/ANSI 2115 (latest
version) All flanges shall be ductile iron class 150 with a minimum
working pressure of 350 psi for diameters 3"MI2", and 250 psi for 14"-
48" diameteI pipe " and confoIIn to ANSI B 16 5 (latest version)
Flanges shall be flat faced and all joints shall use 1/8 inch black
neoprene full~faced gas~ets.
4) Ductile iron pipe and fittings shall have bituminous coating outside and
shall be cement lined in accordance with. A WW A C 104/ ANSI A21 4
(latest vetsion) DIP shall have 1/16" cement mOItar lining with IUbber
gasket push-on joints, restrained joint, 01 mechanical joints Mechanical
joint glands shall be ductile iron Tee bolts and nuts shall be Cor~ Ten
steel. Rubbel gasket joints shall confOIm to A WW A CHI/ANSI
All 11 Oatest version), and shall be futnished by the pipe manufactulet
with the pipe A non-toxic vegetable soap lubIicant shall be supplied
with the pipe in sufficient quantities fO! installing the pipe, The
lubricant shall be approved by NSF for use with potable watel mains
5) Pipe classes designated previously in this standard ate minimum
allowed Actual pipe class shall be determined based upon the
installation and the use intended Pipe shall be apPlopIiately labeled on
the drawings, All PVC pipe fOJ potable watel service shall bear the
approved stamp of the National Sanitation Foundation Copper wile (12
WAIERDISIRffiUIION SYSIEM
4/1112007
IS 13-3
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTIUlY 1M PROVEMENTS
gauge) shall be attached along the top of all buried pve watel lines,
wrapped around service c01pOlations and stubbed up into all valves
boxes for locating purposes This wire shall be mechanically spliced so
as to be electrically conductive, then insulated to protect against
corrosion of the bare wire
6) Any pipe, solder and flux used during installation of the watel lines and
selvices must be "lead-flee" with not mOle than 8% lead in pipe and
fittings, and not male than 0 2% lead in soldeJ:s and flux
. .B; .... Applications-That-Require DlP: DIP shalLberequil'ed. aSH..carri.~ .pip~ . in the _ _H
following chcumstances:
1) Within 10 feet of sanitary and stOlm pipes
2) Within 15 feet of s1IuctUIes (nem side of concrete footing), 01 top of
bank of lakes/streams/creeks .
3) Crossings over 01 under seweIS and stOlm pipes with less than 18 inches
sepmation, with no joint allowed within 10 feet of crossing
4) Within project boundaries of subdivisions with pxivate roads where the
Utilities Department will take ovel the line for operations and
maintenance while the roads will not be deeded to Augusta,
5) Along all state lights~of-way.
6) The Utilities DiI'ectOl may mandate DIP in any instances of off-site 01
on-site construction where future abuse to the line is possible due to
location 01 circumstances
e BOling and Jacking Water Lines
1) Where required by the drawings, the wateI line will be installed in a
steel casing, placed by bOling and jacking Where bOling is requiJed
unde:! highways 01 city/county loads, the materials and w01kmanship
will be in accordance with the standards of the GeOIgia Department of
T lansportation 01 local authOlity Boring and jacking undeJ: raihoads
will be governed by the latest AREA Standatds, Part 5, "Pipelines"
and those of the railroad involved The following guidelines apply to
jack and bore installations:
2) Casing Pipe: The casing pipe shall conform to the matetials standard of
ASTM Designation A252, with minimum wall thiclmess of 0219 inch
Steel pipe will have a minimum yield strength of 35,000 psi Casing
WAIERDlSTRIBUTION SYSIEM
4/11/2007
IS 13-4
AUGUSTA UTIlITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTIL1lY IMPROVEMENTS
pipe shall be joined togetheI with welded joints, and wOIk shall be
pel formed by a certified welder
3) Cattier Pipe: The canier pipe shall be ductile iron as specified herein
4) Installation: The steel casing shall be installed by the "DIY Bore and
Jack" method If voids develop OI if the bOIed hole diameter is gI'eateI
than the outside diameter of the pipe by more than approximately 1 inch,
remedial measures will be taken as approved by an ADD Engineer
5)
When installing watet line through casing, Conttaetor shall use
" -mechanical- joint pipe -with-retaineI-,glands-tbtough _length_ofcasing.Ol__n"
field-l ok gaskets, The water main shall be equipped with locking
gaskets placed throughout length of casing to adequately resttain the
pipe The ends of the casing shall be sealed with brick and mortar, or a
manufactwed collar The pipe shall be supported by with a minimum of
two casing spacers pel twenty (20) feet of pipe, with one spacet
approximately 1 foot from the bell of the pipe
D Restrained Joints:
1) The method used to restrain joints shall be suitable for the pipe size
thickness and test pressure as pel manufacturer's specifications
RetaineI Glands/Mega-Lug shall be considered a reslIained fitting
2) Resttained Joints shall be DIP as follows:
a FOI 12-inch and Smaller - Restrained joint shall be US Pipe
Field Lok, Amexican Ductile Iron Pipe Lok-Fast, EBAA Iron
Mega-Lug, or an ~uivalent product
b, For 14-inch Diametet and LargeI -Restrained joint shall be U.S
Pipe IR Flex, American Ductile hon Pipe Lok-Ring, OI
equivalent product, OI EBAA hon Mega-Lug
c If inserting in older cast iron pipe, the restrained joint shall be as
approved by AUD
E Reaction Blocking:
In lieu of restrained joints, all plugs, caps, tees, bends and other fittings shall be
p10vided with adequate reaction blocking as shown on A1JD-Details ] 1 &
12 Fittings shall be poly WIapped (6 mil) befOI'e poUting reaction blocking
Thrust blocks shall be pOUlcd-in-place concrete having a minimum compressive
strength of 3,000 psi aftet 28 days of cute time, Soil bearing value shall be
2,000 psf maximum, and leaction blocking shall be made to bear directly
against the undistut bed lI'ench wall Lower soil bealing values shall be used
WAIERDISIRIBUIION SYSTEM
4/11/2007
IS 13-5
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
when soil is pOOl quality Where trench conditions are, in the opinion of the
Engineer, unsuitable fO! reaction blocking, the Contractol shall provide tied
joints to adequately anchor the piping as shown on the drawings All the rods
and clamps shall be given a bituminous protective coating All matelials,
fittings and appmtenances intended for use in pressure pipe systems shall be
designed and constructed fOl a minimum working pressure of 200 psi unless the
specific application dictates a higher working pressme requirement
F Material Iransitions
When tlansitioning wate! lines, materials shall be indicated and specified and
must be approved by AUD Asbestos-cement transitions shall follow the AUD
. asbeStOs:cemeiifwate1- Iirie cr"'ossmg-aetailH{AUD;; Detail-20) . . Unspecified- . ........,..... ..
transitions from DIP to PVC are not allowed. When transitioning, all
construction material shall be first quality, not pleviouslyused Repail clamps
are not acceptable Damaged or faulty pipe and materials must be plOpedy
replaced All gaskets shall be new When connecting to existing valves 01
fittings, gaskets shall be replaced, not reused
G Main laps
Mains may be tapped as long as the tapping line is smaller than the tapped line
unless otherwise apPlOved by ADD See Section 142229 f01 service tap
requirements Equal size line connections approved by AUD shall require that a
tee be cut into the main where possible Tees are also lequired at locations
dictated by the Utilities Dh'ector Tapped connections in pipe and fittiIigs shall
be made in such a manum as to provide a watertight joint and adequate strength
against pull-out In addition, the following guidelines shall be met:
1) Tapping Sleeves and tapping crosses shall be of a heavy body ductile
iron, mechanical joint suitable for a working pressme of 200 psi for
sleeves and crosses huger than 14.inch, or a wOlking pressme of 250 psi
fO! sleeves and ClOSSes equal to OJ less than 14-inch, or as approved by
AUD Tapping sleeves and valves are required for all taps 4 inches and
gleater. Taps less than 4 inches shall be provided with a service saddle
meeting the tequitements of Section 142229 Valves shall be
provided on all taps Tapping sleeves shall be a minimum of 6 feet from
pipe joints.
2) Schedule 40 PVC shall only be used as a sleeve for the installation of
service line tubing under pavement areas Use in the water distribution
system ot other al eas is not acceptable
H Water Service Lines and raps
1) FOI 2" service lines: Galvanized pipe shall be seamless, American
made, Schedule 80 and shall confOIm to the ASTM Specifications
WATER DlSIRJBUIION SYSTEM
4/1112007
IS 13-6
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT 4ft 50134
MEADOWBROOK AREA UTIUlY IMPROVEMENTS
2) Where wateI selvice lines connect to DIP 01 any plessure-lated pipe,
selvice saddles must be used No direct service taps shall be allowed
Brass double strap tapping saddles shall be used U-bolt type stIaps are
not acceptable All water service taps on the main shall be spaced at a
minimum distance of 18 inches apart and a minimum of 18 inches from
a bell or fitting If two or more taps are required at a minimum spacing,
they shall be offset 450 alternatively SeIvices greater than one (1) inch
shall be seamless galvanized Two-inch (2") services shall have three
2", 90-degree galvanized, non~malleable elbows per Augusta Utilities'
two-inch Water Service detail
3)
All seIVice line taps shall be supplied with corporation stops (AtID~~
Detaill6). General !'equirements for cOlpolation stops me as follows:
for 1" services, a FOld FB-600-4 01 equivalent with a tapeI thread inlet
and flared COppel outlet For 1" watel seIvice lines, eighth bend shall be
the FOld LA02-44 01 equivalent or the Ford LA04-44 or equivalent fOl
compIession fittings
4) Service line tubing shall be rolled of soft continuous and seamless
copper Type K conforming to AWWA C800 and ASIM B-88 (latest
version) . 1he minimum diameteI for residential use shall be one (1)
inch The service line shall be laid in a straight line and be of a
continuous piece of pipe from COlpOlation to cmb cock (AUD-Detail
16), and shall not exceed 100 feet in length from the main to the mete! .
No service line fittings shall be placed undel the roadway For wide
Ioadways, it may be considered placing fittings in the median The cUIb
cock shall be located 6 inches behind and 8 inches below the top of new
curb 01 edge of asphalt.
I, Meter Installation
1) The Contractor shall fwnish and install an approved meter box at the
termination point of all water services, and maintain the box until such
time as a meter is installed MeteI boxes for one and one-half inch
(1 ~") and smalleI meteIS are standmd, while two-inch (2'') can be
installed in a Rome oversized 2" cast-iron box Meters three-inches (3")
and larger shall be installed in a meteJ vault Meter boxes shall be Rome
type, 10" x 19" x 10" cast iron box and lid The top shall have cast ribs
on the bottom side with fOUI (4) legs to prevent sliding movement The
box shall have a minimum weight of 37 lbs., fOJ meters one and one-half
inch (1 }-Zc') or smallel. Metel and curb stop shall be fully encased by the
meter box Meter vaults for meters two-inch (2") and larger shall be
pre~cast reinforced concrete using 3,000 psi concrete and #4 lebar
(ADD-Detail 15) No site built vaults ale permitted The access hatch
shall be made of heavy-duty aluminum, and shall be hinged and
WATER DISTRIBUTION SYSTEM
4/11/2007
IS 13-7
AUGUSTA UTILITIES DEPARTMENT - BOI'JD PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
lockable The hatch shall be large enough fOl removal of the meter but
no smaller than 36" x 36" FOI commercial applications, the meter lid
shall have a notch to accommodate automated mete! reading technology
Wall dimensions shall allow 2 feet of working clearance Vault flOOIS
shall be no less than fOUl inches (4") thick with 3,000 psi concrete and
#4 rebar, with the mete.r located no less than 18 inches off the floOJ In
addition, all comme.r'Cial meters shall have a bypass piping arrangement
approximately one size smaller than the meter to facilitate meter
removal This bypass valving shall bypass the meteI, but not the
backf10w ptevention device. If a bypass device is installed on the
backflow prevention device, then a sepaIate backflow pIevention device
HHshou1d_hejnstalkdJ;mthatbYP-~S, . .
i
i
j
..1..
2) MeteI boxes should gene.rally be placed eighteen inches (18") inside the
adjacent utility easement that parallels the right-of-way Where
sidewalk is installed, two feet (2') of clearance is required between the
customeI's side of the sidewalk edge and the meter box In
developments where the propeIty line is not cleaI1y defined (e g.,
condominiums) the meteI box should be placed fOI Ieady access as
approved by AUD Meter boxes and control valves shall be accessible
and unobstructed for fOUI feet (4') in all diIections Ihis shall include
but not be limited to transf01me.rs, telephone junction boxes, walls, trees,
etc, Meters boxes shall not be placed in areas that can be fenced, such as
a backyard, and shall not be placed in any asphalt OJ concrete suxfaced
aI'eas unless appIoved in writing by AUD. FOJ shopping centeIs, the
developel's engineer should give special consideration to metel layout
so as to satisfy these requirements When no alternative is available but
to locate in asphalt, the top of box shall be flush with the asphalt surface
Meter boxes shall not be located in low areas that nmmally Ieceive
stoun water. The box shall also be located outside of patking stalls
The box and lid should be traffic bearing, but located outside of a
commonly trafficked area. Valves shall have conexete donuts when not
in asphalt OJ sidewalk
3) Meters will be installed by AUD at the time service is requited at the
stub-out, and will remain the propelty of AUD. Areas that are privately
owned where AUD does not own wate! 01 sewel utilities may be master
meter'ed Each unit within a residential building (i e., duplex, tIiplex,
etc) shall have a sep81ate meter, unless plim approval is received from
the Utilities DirectOI ACID takes no responsibility for impropeIly sized
meters 01 the problems associated with them, Metels will be available in
the following sizes: % x 3/4, 1, 1 Y2, 2, 3, 4 -inch, and huger standard
sizes as neceSS81Y AUD reselves the tight to Iequest histoIical data fot
mete! sizing_
WATER DIS I RIBU lION SYSIEM
4/11/2007
TS 13.8
AUGUSTA UTIlmES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
J Valves, Fittings, and AppUItenances
1) Gate valves, 4 inches to 18 inches, shall be US Pipe Metro-Seal 250
lesilient seated gate valve, OJ equivalent, and must confolm to A WW A
C509 Oatest version). Valves lmger than 18 inches shall be gear
opeIated buttetfly valves, COnfOlnring to A WW A C504 (latest version)
Wafer valves will not be accepted
2) Valves shall OPEN LEFT if installed south of GOldon Highway (SR
10),01 OPEN RIGHT if installed north of Gordon Highway Valves
shall be pIOvided with valve stem extensions to within 6 inches of
. ..glOundsurfaQe, whe1:e.~u~ljp,eqt.pip~J9...~~~)1)w:~a.te~.~~4_~~~_.._
3) Valve boxes shall be M&H E-2702, Muellel HI0364 01 appIOved equal
Each valve box shall be adjustable for a minimum covel of 3 feet lhe
flanged base of the valve box shall be at least six (6) inches above the
pipe so not to stress water lines 4" and sroallel Extension pieces will be
required foI' additional depth ovel valves Extensions shall be M&H E-
3120 or Mueller H-I0375 Covers shall have "WAIER" cast on top
4) All valves, bends, tees, Closses and dead ends shall be restrained by
retainer glands, lestIained gaskets, OI by use of a concrete tluust block in
those instances that wanant such an installation
5) Standard pressure pipe fittings of size fOUI (4) inch ID and larger shall
be ductile iron conforming to A WW A C15.3 (latest version), with
mechanical joints unless flanged or restrained joints are lequited Gray
cast-iron fittings w'e not allowed Ductile iron fittings shall be epoxy
coated in accordance with AWWA C116 (latest version) Mechanical
joint fittings, 24 inches and smallel shall be tated for 350 psi minimum
wOlking pressure, while all fittings between 30 and 48 inches shall be
Iated for 250 psi minimum wOlking pressure Mechanical joint fittings
54 through 64 inch shall be rated 150 psi minimum working pressure
Glands fOI mechanical joint fittings shall be ductile iron. Only bolt
systems :fi:n:nished by the manufacture.x fm mechanical joints w'e
acceptable; nuts and bolts shall be new, not t'eused Pipe gaskets shall be
new as supplied by the pipe manufacturer For sizes less than fOUl (4)
inch ID, fittings shall be suitable to the pipe material and application
6) For flanged pipe, flanges shall be ductile iron Class 150, ANSI B16.5
Flanged joint fittings 14 inches and smaller shall be rated for 350 psi
minimum working pressure, and flanged joint fittings between 14 and 48
inches shall be rated fOI 250 psi wolking pressure All flanges shall be
flat faced. Full face, 1/8 inch black neoprene gaskets shall be used on all
flanged joints All joints shall conform to A WW A C115 (latest version)
WAIERDISIRlBUIION SYSTEM
4/11/2007
IS 13-9
AUGUSTA UmmES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTIUlY IMPROVEMENTS
Bolts, nuts and washers for flanges shall be hot dip galvanized, except
tee-bolts shall be COl'} en steel
K Fire Hydrants
1) Fire hydrants shall be provided BY lHE Augusta Utilities Depaxtment
and installed by the Conttactor
2)
Fire hydrants shall be of the dty barrel break-away type COnfOlming to
A WW A C502 (latest version), with two 2 Yz inches threaded hose
nozzles and one 4 12 inch threaded pumpeI nozzle Hose and pumper
. nozzle. threading..shaIl.be. natiQnal..st~dW:Q.m. .~hQ~c.Q~~~_ti.9.I:!_s.~.a!!.~_~:-
inch mechanical joint rhe center line of the nozzles shall be 18 inches'
above the finish grade Hydtants shall have a 5Y4 inch intexior valve
opening Hydrants shall be reslIained fiom hydrant to tee at the main
and have a conClete tlnust block pOlU'ed behind them At the discretion
of the Utilities Dixectol, additional protection for fire hy&ants shall be
pr'Ovided including but not limited to concrete filled ductile iron lIaffic
posts sUIIounding each hydrant.
3) Fire hydrant blanches (from main to hydrant) shall be a minimum of 6
inches ill Each branch shall be"provided with a resilient seat gate valve
located as cl'Ose as possible to the main Hydtants shall be located at or
near road right-of-way lines with pumpel nozzle pointing toward the
road. A clear zone mound all fire hydrants shall be adheI'ed to,
consisting 'Of a 5 foot ladins axound the hydrant and 7 feet above the top
of the hydIant Maintain 15 feet minimum ii-om hydlant to all
stIUctures Placement af landscaping, fencing, etc shall be considered
in order to meet this clear zone lequirement
L Back:f1ow Prevention Devices
1) Back:t1ow prevention devices shall be provided, as Ieqnired by the
Utilities Director and as set forth in these Standards All irrigation
systems, wateI services and file lines fOl industrial, office, commercial,
schools, mobile home par:ks, multi-family residences and any other
locations as determined by the Utilities Director shall Iequite a
minimum of a double-check backflow prevention assembly In addition,
based on the degree of hazard present, AUD may r.equire a reduced
pressUl'e (RPZ) baekflow prevention assembly on the customeI side of
seIvice lines (domestic, inigation, and:fire) A celtified person shall test
backflow devices and the results furnished to AUD plior to any wateI
use Residential development shall install a "Du8l.-Check" back:f1ow
device on the customer's side of seIvice line at the point of tie-in t'O the
wateI meter Lawn inigation systems shall have a minimum of a
double-check valve backflow pIevention device per the 2002 Georgia
WATER DISIRIBUnON SYS IEM
4/l112007
IS 13-10
AUGUSTA UTIUTlES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTIl1lY IMPROVEMENTS
Plumbing Code (DCA. 2000) Ihe plumber 01 builder tying service into
the set meter will submit the test results fOl the backilow prevention
device to AUD's Backflow Prevention Section pliOl to acceptance and
any watel use
2) Backflow plevention device assemblies shall be the latest approved
product of a manufactU1el legulady engaged in the production of this
type equipment. All assemblies shall be as approved by the America
Society of Sanitary Engineering (ASSE). The Amelican National
Standards Institute (ANS!), The American Water Works Association
(A WW A), Foundation fOl Cross Connection Control and Hydraulic
--Research-of-the,Universityof Southern California,andpth~ ~QIgjapSt/),te ,___,_._,
Plumbing Code
3) Backtlow prevention device OWDeIship and maintenance responsibilities
shall be as set forth in the appropriate ordinances The property owner
shall document yearly that a qualified technician has tested and
inspected the backflow prevention device and that the device has passed
inspection, A copy of the technician's certification must be attached to
the test results and submitted to the AUD's Backflow Prevention
Section The technician must comply with AUD Policies and
Procedures for Backf1.ow Prevention by Containment Qatest version) A
copy of this manual is available upon request from AUD
M Fire Lines
1) All fire lines shall have a mmrmum double-detector check valve
assembly (detectoI check valve with a 5/8 inch by-pass meter to detect
low flows) within the right..of-way or dedicated easement No
exceptions to the by-pass meter requiI'ement shall be made regardless of
sprinkler system type, configmation. etc Certain types of fIre lines will
Iequire RPZ check-valve, Please contact AUD's backflow prevention
section to detennine actual requirements
3,5 CONSTRUCTION GUIDELINES FOR WATER DISTRIBUTION SYSTEMS
A Deviation flom Plans
1) DUling construction, when deviations fI'om appr'oved plans are
desired, the AUD Inspector shall be notified Revised plans shall be
submitted to ADD as soon as possible for approval after coordination
with AUD, the Engineer, and the Contractor Budgetary items shall be
cOOIdinated with AUD prior to beginning revised work A minor
change is one that does not affect capacities, flows or operation and may
be allowed in the field dming constIuction by AUD's Inspector The
Inspector shall have authority as to what constitutes a minor 01 major
WATER DISTRIBUTION SYSIEM
4/11/2007
IS 13-11
AUGUSTA UTILmES DEPARTMENT - BOND PROJECT iF 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
change A complete set of "led-line" chawings c1eady showing any
changes shall be submitted to the AUD Inspector at the completion of
the work, and must be reviewed and appIOved priO! to final payment
2)
ReCOld Dt ilwings
a Ihe Contlact01 shall recOId, on a weekly basis, on one set of
utility drawings all changes and d~viations flum the contract
chawings in sizes, lines or glade. Record also the exact final
location of watet lines by offset distances to SUIface
improvements such as edge of existing pavement or to plOpeIty
markers. etc at a maximum intelval of200 feet Make sufficient
. measmements"w-'-definitely'}ocate . all,,' water-lines'to-pertnanent.
points. The cha"vings will show references to all valves, fittings,
pipe brand changes, etc., and shall use the approved Augusta,
GA edge of pavement layer as a reference Transfer accwately
all such r'ecords in red pen or pencil to white prints of the utility
drawings and deliver them to the lnspectoI with the monthly
payment estimate
b At the completion of the wate! and/or wastewateI construction
and prior to recording the final plat, the ContlactOl shall ftunish
AUD's InspectCl1 with red-line dtawings of the ploject. The
drawings must show all field changes made to the approved
drawings
3) Field VeIification
The Contractor is Iesponsible for verifying the exact location, size and
material of any existing water facility proposed fO! connection or use by
the project. No publicly owned water or wastewater line shall be
uncovered without prior cOOldination with AUD.
B Erosion and Sedimentation Act Compliance
All phases of construction shall be completed in accordance with the Erosion
and Sedimentation Act 12-7-1 et seq
C Work Conducted in Rights.of-way
Where a traffic control plan is required, it shall be in accOldance with Augusta
"Rights of Way Encroachment Guidelines".
D Water Distribution System Installation
1) Authorization must be obtained from ADD to construct, alter 01 modifY
a water line Construction of wate! infrastructure will be authorized by
the Utilities Department upon approval of submitted plans and
WATER DISTRIBUTION SYSTEM
411112007
IS 13-12
AUGUSTA UTILmES DEPARlMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
notification of ADD at least 48 hours prim to stmting construction (706-
312-4132)
2) Installation of watel mains and associated appwtenances shall be in
accOldance with cunent AWWA specifications and manufactUIel's
requiIements fOI the specific plOduct Loading 01 unloading and storage
of pipe, fittings, valves, etc. shall be done in such manner as to avoid
damage I he intetiox of all pipe, fittings, valves, etc. shall be kept free
of dirt and fOIeign matteI at all times All piping shall be placed in a dty
tJench with a stable bottom. Wet trench installation shall be allowed
only upon apptoval of ADD
3)
. .. ...... ..~...... .... .......... ..... ..... .. .. ,.
Restrained joints shall be required at each fitting involving a change of
diIection and on smtounding pipe, as specified in the apPIOved plans
Conclete tluust blocks can be allowed in lieu of mechanical restraint
systems, as approved by AUD.
4) Backfill shall be free of boulders and debIis, and sball conform to
Geoxgia Department of I ranspoxtation Specifications Shmp OI rocky
mateIial encountered in the base shall be replaced with proper bedding.
Pipe shall be laid on line and grade as designed Pipe joints, gravity
blocks, service connections, and conflicts shall be left exposed until
visually inspected and approved by the ADD's Inspector
5) Fire hydtants shall be installed tIue and plumb with the centel of the
pmnpe:r nozzle facing toward the wad accOIding to Section "IS-13,
3 4 K" Hydrants shall not be placed in the sidewalk
6) All valves shall be placed according to plans Valve stems shall be
installed plumb Valve stem extensions ale l'equired as described in
Section ''1'8-13, 34.r'. Air relief valves shall be installed at all high
points in the water main where all can collect, as shovm on tbe plans 01
as directed by Augusta Utilities
a Handling and Storing of Matexia1s: Unload pipe so as to avoid
deformation OJ other injury theleto Place no pipe within pipe of a
largeI size Stote pipe and fittings on sills above storm drainage
level and delivel fOJ laying afteI the trench is excavated. Valves
shall be dIained and stored to protect them from fieezing
b Pipe Laying (General): The interim of the pipe shall be clean and
joint SUIfaces wiped clean and dty when the pipe is loweled into
trench Lower each pipe, fitting and valve into the trench
carefully and lay true to line and without objectionable breaks in
grade The depth of cover below finished grade shall be not less
than 3 feet, 01 as shown on the dtawings Give all pip_es a uniform
W A IER DIS I RlBD lION SYS IEM
4111/2007
rs 13-13
AUGUSTA UT1UllES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UllLITY IMPROVEMENTS
bealing on the trench bottom Allow no trench wateI 01 dirt to
enter the pipe after laying Insert a wateItight plug in the open
end of the piping when pipe laying is not in progress Wate1 pipe
shall be bedded when requin:d by poor soil conditions (ADD..
Detail 8).
E Pressmization and Leakage 1 esting
1) Aftet installation, all water mains shall be leak tested, in accOldance
with A WW A C-600, Section 4,1 (latest velsion) for DIP, and C605,
Section '7 fOJ PVC Ihe ConnactollDevelopel shall plOvide all
". ,,_equipment,_m~~~~..~gJ~1?.9~~~~~~YJ()~_p!~~e and leak testing
This test must be obseIved by an Augusta utilities "-nepmfuient
repJ'esentative. A pumping plesSure of 200 psi, 01 1 5 times the WOIking
pressure at the point of testing depending on the discretion of an AUD
representative, must be . supplied at the expense of the
ContIactOl/DevelopeI The main tested shall eithel be isolated from
active potable lines 01 protected flOm leakage by a double valve
anangement All water used fOl pressure testing must be potable wateI
with adequate chlOJine residual WateI lines shall be tested by valve
sections Maximum allowable leakage shall be as detelmined in
accordance with CUll'ent A WW A specifications. The standmd duration
of test is fOUl (4) hours Testing proceduIes shall meet or exceed
A WW A C600 (latest version) requhements. Any portions of the main
which fail the test shall be replaced 01 adjusted until the entire new main
passes the test cli:teIia Concwrent with the plessule test, and before any
wotk will be accepted fot payment, the Conttactol shall pelfOlID a
leakage -test Leakage is defined as the quantity of wateJ: to be supplied
into the newly laid pipe, or any valved section theleof necessary to
maintain the watel preSSUl'e to within 5 psi of the test pressure No pipe
installation will be accepted until the leakage is less than the number of
gallons pel hoUI as deteImined by equation 1 nom A WW A C600 for
DIP:
L == SD.fP
133200
Where L ;;;: allowable leakage in gallons pel hour, S = the length of pipe
in the section teste~ D ;:::: the nominal diameter of the pipe in inches, P
=the average test plessUl'e dwing the leakage test in pounds pel square
inch gauge FOI pve pipe, the following equation shall be used:
L;:::: NDJP
7400
Where N == Numbel of joints in the pipeline being tested.
WATERDISTRlBUIION SYSTEM
4/11/2007
IS 13-14
AUGUSTA UTIUTIES DEPARTMENT. BOND PROJECT'" 50134
MEADOWBROOK AREA LmlITY IMPROVEMENTS
F. Connecting to Existing Systems
1)
All connections to existing mains shall be made undeJ the direct
supervision of the AUD's Inspectot Valves on existing mains shall be
operated by Ot under direct supelvision of AUD peIsormel lapping
sleeves and valves shall be pressure tested plioI to tapping If selvice to
existing customers must be interrupted. AUD shall be notified at least
three (3) days (72 hours) in advance The conttactm shall make the
necessmy notifications to the customers Ihe new line shall be
chloIinated fOl up to three (3) days and then dtained and bacte1ia tested
Only-afteI-maintaining- the_applOpriate__chlQJ,in.e,J:esid.1J.'!lJID<;l.,l?~~Jlg !h~...
bacteIiological test shall the line be put into service, at the ditection of
AUD
2) If cut~off of service is requited, the Contractor shall be leady to ploceed
with as much matelial pre-assembled as possible at the site to minimize
the length of service interruption Augusta Utilities reserves the right to
postpone service cut-off if, in the opinion of the Utilities DiI'ectoI, the
Contractor is not ready to pmceed on schedule Scheduled intenuptions
should not exceed fom (4) haws. The ContIactOllDevelopex shall
~llIange fot tempOIary services to Customer(s) if wate1 will be shut off
for mOle than fOUl hours
'3) Local chloriJiation will be requited for all pipe and fittings used to
complete connections with the potable watet system. lapping sleeves
and valves shall be chlorinated in accotdance with A WW A
requirements All wet taps shall be witnessed by the AUD's InspectOl.
G. Cleaning and Flushing
Upon completion of installation, the mains shall be flushed and the watel
disposed of without creating a nuisance Flushing must achieve a minimum.
water velocity of 2 5 fps in all portions of the pipe The duration of the flushing
will be determined by the AUD's InspectOl No flushing 01 cleaning shall take
place without an Augusta Utilities replesentative present The existing mains
where the new mains connect may Jequit'e flushing unde! the ditection of AUD
when service is restored Ihe Contracto! shall be responsible fOJ the tteatment
of discharge and disinfection water All flushing activities shall be in
accoJdance with A WW A C651
H, Disinfection
1) Augusta Utilities shall be notified at least 24 hours in advance to
schedule bacteliological testing of water mains. The Contmctor shall
replace 01 adjust components of the pipeline which fail the test
WAIERD1STRIBUlION SYSTEM
4/1112007
IS 13-15
AUGUSTA UTILITIES DEPARTMENT.. BOND PROJECT # 50134
MEADOWBROOK AREA UTILllY IMPROVEMENTS
Clemance is required from the Utilities Depmtment before ADD will
allow the main to be put into service
2) All piping complete with fittings and appurtenances shall be stelilized as
specified in the applicable sections of A WW A Specification C651 (latest
version) "Disinfecting WateI Mains II Piping and appurtenances shall be
tho1'oughly flushed then chlOIinated with not less than fifty paxts pel
million (50 ppm) Calcium hypocblOlite can be used Water from the
existing distribution system OI other source of supply should be
controlled so as to flow slowly into the newly laid pipeline dUling the
application of chlorine Ihe solution should be retained in the pipeline
. ..fol"not-less.than24.hoUls.andthesystemshallmaintainJhe.(;hlQ!~:tiQ:!t..
level OIiginally int1'oduced into the line, which should not be less than 50
ppm. The system shall then be flushed with potable water and the
sampling plOgtaID started. A minimum chlorine residual of 10 ppm
should be available in the line after flushing
3) Sampling taps and chlorinated water used for disinfection shall be
flushed to a location that will not damage property, persons, etc., and
shall be pI'Ovided by the ConlIactoIlDeveloper at the expense of the
Contractor/Developer. The provisions of this paragraph apply equally
to new pipe and fittings and to existing pipelines into which connections
have been. made OI which may bave been otherwise distuI bed to the
extent that contamination may have occurred All requirements of the
health authotities shall be observed in executing this work The disposal
of heavily chlOIinated water (following disinfection) must be
accomplished in accotdance with the latest editions of the A WW A
Standa:td C651 and the EPD's Minimum. Standards fot Public Water
Systems No dry cblOline shall be placed in the pipes while installing.
4) A minimum of two samples tested by a State appIOved private lab, shall
indicate bacteliologically satisfactory wateI and the results shall be
submitted to the :rnspectOI
END OF SECIION
WAIERDlSIRIBUIION SYSTEM
4/11/2007
IS 13-16
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA lJ1lLlTY IMPROVEMENTS
SECTION TS-14
MEASUREMENT AND PAYMENT
I. SANITARY SEWER
ITEMS S-1A throuszb 8-161 - All piping line items shall be measmed in linem: feet and shall
include costs fOI piping and installation, trench excavation, trench box, dewateIing, asphalt
cutting, nonnal joints and gaskets, nOtmal backfill, infiltIation and exfiltIation testing, mandrel
pulling, and CCTV camera inspection as Iequired Camera inspection shall include all costs fOt
closed circuit cam.ela inspection of the sanitary sewel system. including mobilization,
demobilization, inspection, video tape copies, and field repoIts, No additional payment shall be
made fOI these items,
. . ... ......_..__.~___...___.....__.__..._......._.___.. ........... ...... HH . 0_ ___ __ _ __Hn _ .__ __.. _ . _.___ou ......_."...._........_..........._.__ _ ... ._. ......._.....HH
ITEM S-17 _ Jack and bore line items shall be measmed in linem: feet and shall include coStS'fOX_.,qH H"
casing piping, cm:liel piping, installation, blasting, asphalt cutting, restrained joints and gaskets,
end seals. and nOImal backfill No additional payment shall be made fOI these items
ITEM 8-18 - Select backfill shall be measured in cubic ym:ds fOI both Types I and II and shall
include costs for the backfill and installation as well as all transpoltation and stockpiling chaIges.
The volume of material included shall be the actual measm'ed "in-place" volume The standard
trench width used to calculate the volume will be '7 feet No additional payment shall be made
fOI these items
ITEM S-19 - Miscellaneous pipe fittings and connections shall be measured in pounds and
include costs fOI all fittings and installation except nOlmal joints and gaskets IegaIdless of
matelial No additional payment shall be made fOt these items
ITEMS 8-20A tbnluszh S~20F and 8-23.- Pre-cast manholes shall be measUled individually
(each) and shall include costs fOI manholes, excavation, dewatering, asphalt cutting, collms and
boots, grouting and/oI otb61 connections, installation, nonnal backfill, and vacuum. testing as
specified Manhole vacuum testing shall include all costs fOI testing equipment, testing labO!,
mobilization, demobilization, and reporting Manholes failing testing shall be re-tested at
Contlactor's expense, Repairs to failing manholes shall be made extema! to the manhole
utilizing a method approved by the Augusta Utilities Department. No additional payment shall
be made fOl these items
ITEMS 8-21A thr'ou!!h S-21F. 8-22A throu!!h 8-22F. 8-24 thr'Ou!!b 8-25 ... Additional sanitaIy
manhole depth line items shall be measmed by vertical foot and shall include costs for
excavation, dewateling, and backfill as specified by type and class No additional payment shall
be made for these items
ITEMS S-26A thl'Ouszh S-26F - Sanitary sewer exteriol manhole joint wrapping shall be
measured individually and shall include tbe costs fot wrapping material and installation No
additional payment shall be made fOI these items.
MEASUREMENT AND PA YMENI
4/11/2007
IS14-1
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTIUlY IMPROVEMENTS
ITEMS S-27A throue-h S-27F - Sanitary seweI interior protective coating shall be measured 1?Y
the veltica1 foot of manhole and shall include the costs fO! coating material and installation No
additional payment shall be made fO! these items
ITEM S-28 - Outside dlOp piping shall be measured individually (each) and shall include the
costs fOl all items associated with the drop manhole detail, exclusive of the manhole or manhole
extensions. No additional payment shall be made for these items
ITEM 8-29 - Dog house/connectO! manholes shall be measured individually (each) and shall
include the costs for excavation, dewateting, asphalt cutting, pipe cutting, collars and boots,
grouting and I 01 other connections, installation, and nOlmal backfill. Ihe costs fOl the base
section, fust riser, cone section, and ring and covel shall be included within this line item.
. 'Additional-depth-manhole--sections-shaU.-be-includedwithinthe.appropriate,.manholc.line .ite;.rn: -
No additional payment shall be made for these items.
ITEM S-30 - Sanitary seweI connections shall be measwed individually (each) and shall include
costs fOI 6-inch pve piping, precast concrete valve ling with rebm, PVC twist-off plug, mainline
tee, fitting, cleanout, excavation, dewatering, asphalt/concrete cutting (including service
markings), installation, nOImal backfill, and pI'Opetty restOIation. No additional payment shall be
made for these items.
ITEM 8-31 - Cut and plug sewelS shall be measured individually (each) and shall include costs
fOI cutting of existing pipelines. plugging of existing pipelines, excavation, dewatering,
asphalt/concrete cutting, and normal backfill No additional payment shall be made for these
items
ITEM S-32 - Cut and plug manholes shall be measwed individually (each) and shall include
costs for cutting of existing manholes, plugging of existing manholes, excavation, dewatering,
asphalt/concrete cutting, and nOlmal back:fi11 No additional payment shall be made for these
items
ITEM S-33 - Sanitary seWeI manhole tie-ins shall be measured individually (each) and shall
include costs fot cuttinglcoIii1g of existing manholes, C0l181:8, tUbbeI boots, any tequired gaskets,
excavation, dewateling, soil stabilization, asphalt cutting, and normal backfill No additional
payment shall be made for these items.
ITEM S-34 - AC water main crossings shall be measured individually (each) and shall include
costs fOI AC pipe cutting, excavation, ductile iron piping, sleeves, backfill, and property
restoration No additional payment shall be made for these items
ITEM S-35 - Ductile iIOn pipe polyethylene pipe encasement shall be measured in linear feet
and shall include costs for pipe WIap mateIials and installation No additional payment shall be
made for these items
ITEM 8-36 - Concrete pipe encasement shall be measured in cubic yards and shall include costs
fO! concrete, installation, excavation, dewatering, soil stabilization, pipe stabilization, asphalt
cutting, and nOImal backfill. No additional payment shall be made for these items.
MEASUREMENT AND PAYMENT
4/11/2001
1S14-2
AUGUSTA UTIUTlES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
II. WATER MAIN
ITEMS W-IA throul!h W-3J - All piping line items shall be measured in lineal feet and shall
include costs fO! piping and installation. trench excavation. trench box. dewateting, asphalt
cutting, nOImal joints and gaskets. nOImal bacldill. pl'essure and leakage testing. pipe
steIilization. bacteriological testing, and flushing No additional payment shall be made fOI these
items
ITEM W-4 - Tack and bore line items shall be measUl-ed in lineal feet and shall include costs fOl
. casing-piping;"c8nieI' -piping;'-and-- installati()n.--blasting"asphalt.-cutting,--restI.ained--ioin~__an4__.- - -
gaskets, end seals. and nOlmal backfill No additional payment shall be made fOJ these items
ITEM W-S - Select backfill shall be measuIed in cubic yanis and shall include costs fOl the
backfill and installation as well as all lIansportation and stockpiling charges The volume of
material included shall be the actual measured ''in-place'' volume The maximum trench width
used to calcula~ the volume will be 7 feet No additional payment shall be made fOI these items
ITEM W -6 - Miscellaneous pipe fittings and connections shall be measw-ed in pounds and
include costs for all fittings and installation,' mechanical joint Iestraint, etc. regardless of
material No additional payment shall be made f01 these items.
ITEM W-7 - TIansition couplings shall be measmed individually (each) and shall include costs
fOJ couplings. soil surface preparation. connection to water main. excavation. asphaltlconcrete
cutting, installation. normal backfill, and testing No adPitional payment shall be made fO! these
items.
ITEM W-8 - "Fire hydtants" shall be deemed as entire F.H. lateIal assy, complete shall be
measm'ed individually (each). shall include all costs fOI 6" fire main latelals, except the hydrant
itself, which will be supplied by the Owner beginning at the "100" connection to water main, all
associated valves and fittings. concrete pad (if required), excavation. asphalllconcrete cutting,
installation, normal backfill, soil SUIface pleparation and testing No additional payment shall be
made fot these items
ITEMS W-9A thl'OU2h W-12 - All valve line items shall be measured individually (each) and
shall include costs fOJ valves. valve boxes/vaults, manholes. valve extensions. excavation.
dewatering, asphalllconcrete cutting. all associated fittings. installation. normal backfill. and
testing No additional payment shall be made for these items
ITEM W-13 - Tapping sleeve and valves shall be measmed inQividually (each) and shall include
costs fot sleeve, valve, associated hardware. valve boxes. temporary plugging/draining of
pipeline. excavation, dewatering, asphalt/concrete cutting. installation, notmal backfill, and
testing No additional payment shall be made for these items
ITEM W-14 - Check valves and vaults shall be measured individually (each) and shall include
costs fOl valves, valve boxes/vaults, manholes, valve extensions, excavation. dewatering.
MEASUREMENT AND PAYMENT
4/11/2007
IS14.3
AUGUSTA UTlLmES DEPARTMENT .. BOND PROJECT # 50134
MEADOWBROOK AREA UTIUTY IMPROVEMENTS
asphalt/conclete cutting, all associated pipe and fittings, installation, normal backfill, and testing
No additional payment shall be made fO! these items
ITEM W~15 thl'OU2h W-16 - Long and shOIt side water service connections shall be measUled
individually (each) and shall include costs fot piping, watet mete! connection, dewatering,
asphalt/concrete cutting (including setvice maIkings), installation, normal backfill, anq property
lestoration. This line item shall include the cost of teconnection of any existing seIvices, if
lequiIed No additional payment shall be made fOI these items
ITEM W-17 - Polyethylene pipe Wlap shall be measured in lineal feet and shall include costs fOl
u ...pipe_Wlap.materials_andins1a11miQP:..N9 ~4.Q!#Q~~ payment shall be made fOl these items
...... ~._~.,_..__......__......__..__......... ....M ____.M... .... ...__.__.___....... .....H.H.__........ ..... ... ... . ...... .______.... ...... n...... .
ITEM W-18 - Tie-ins to existing lines shall be measured individually (each) and shall include
costs fOl piping, dewateIing, asphalt/concrete cutting, installation, nOlmal backfill, and property
restoration No additional payment shall be made for these items
ITEM W~19 - All cut-in gate valves shall be measured individually (each) and shall include
costs fOl valves, valve boxeslvaults, manholes, valve extensions, excavation, dewatering,
asphalt/concrete cutting, all associated fittings, installation, normal backfill, and testing. No
additional payment shall be made fO! this item,
ITEM W-20 - Cut and plug existing watelline shall be measured individually and shall include
all costs associated with cutting into an existing line and plugging it as detailed in the plans and
specifications No additional payment shall be made for this item
ITEM W-21- Miscellaneous concrete shall be measUled in cubic yards and shall include costs
fOI concrete, installation, excavation, dewatering, soil stabilization, pipe stabilization, asphalt
cutting, and Donnal backfill No additional payment shall be made for these items
ill. PAVEMENT STRUCTURES
ITEM P-! - Asphalt overlay shall be measmed in square yards and shall include costs f01
asphalt materials and installation, tempOlary striping and pemrnnent striping (replaced in kind),
and markers (both tempOlaty and peImanent) No additional payment shall be made fot these
items.
ITEM P-2 - Aggregate base (10 Yz" thick) and asphalt patch (2 Yz" thick) shall be measured in
square YaIds and shall include costs fOl all aggregates (regardless of type), 2 W' graded
aggregate base removal and disposal, bituminous tack coat, asphalt, installation, excavation,
striping (both tempOlary and peIIlUUlent), and mwkers (both tempOIwy and peImanent). Ihe
square yardage calculation shall be based upon a standard width of seven (7) feet fO! payment
purposes No additional payment sball be made fOI these items
ITEM P-3 - Aspbalt pavement leveling shall be measured in tons and shall include costs fOl all
asphalt (Iegardless of type) used to create a level road surface pliO! to asphalt overlay as
MEASUREMENT AND P A YMENI
4/11/2007
TS14-4
AUGUSTA UTIlITIES DEPARTMEr-IT - BOND PROJECT # 50134
MEADOWBROOK AREA U1lUlY IMPROVEMENTS
authodzed by the project representative, Ihe payment shall be based upon confirmed delivelY
tickets No additional payment shall be made for these items
ITEM P-4 ~ Milling shall be measured in square yards and shall include all materials, labOI,
equipment, and mateliall'emoval and disposal costs No additional payment shall be made fO!
these items
ITEMS P-S throuf!h P-6 - ConCIete sidewalk and driveways shall be measured in square yatds
and shall include costs fO! existing sidewalk removal and disposal, 3000 psi concrete,
installation, site preparation, fonnwOIk, and finishing Existing concrete shall be removed to the
nemest joint or saW'CUIt as dhected by the project representative No additional payment shall
be made fOI these items.
... ...irEM-p~7.~-~h~t- ihi~~~y~'epia~~meiitshiillbe.measmedlnsqume-yards-iirid- snaUmclUde--
costs fot existing asphalt removal and disposal, asphalt, installation, site preparation Existing
asphalt shall be removed to the nearest joint OI saw-cmt as directed by the project representative
No additional payment shall be made fOl these items
ITEM P-8 - Asphalt raised edge curb shall be measured in linear feet and shall include costs for
additional, asphaltic concrete only, and additional costs fO! ''tie-ins, tutn-outs, and othex special
conditions as necessary No additional payment shall be made for these items
IT.I!:M P-9 - Conexete CUIb and gutter removal and replacement shall be measmed in linear feet
and shall include costs fot Iemoval and disposal of existing concrete em b and gutter, concrete,
installation, site prepaIation, fOIIDWOIk, and finishing. No additional payment shall be made for
these items.
IV. MISCELLANEOUS
ITEM M-l - Flowable fill shall be measured in cubic ym:ds and shall include costs fO! all
matelials, laboI, equipment, and excess matetials No additional payment shall be made fO! these
items-
ITEM M-2 ~ Rock excavation shall be measured in cubic YaIds and shall include costs for
blasting, labOl, equipment, and mateIiall'emoval and disposal. No additional payment shall be
made fOI these items
ITEM M-3 - FoUndation backfill shall be measured in cubic yards and shall include costs fOI the
backfill and installation as well as all transpOltation and stockpiling charges. Quantities shall be
verified by trench volume calculation. No additional payment shall be made fOI these items
ITEM M-4 - Clem:ing and grubbing shall be measured in acres and shall include costs fot
vegetation removal, stockpiling, disposal and any lequiIed permitting, No additional payment
shall be made for these items
ITEM M-5 - Fence Iemoval and Ieplacement shall be measured in linear feet and shall include
all costs associated with removal and replacement of the existing fence with new matexials of
MEASUREMENT AND PA YMEN I
4/11/2007
1814-5
AUGUSTA U11LlTIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UnUlY IMPROVEMENTS
like quality as necessalY fOl watel line installation No additional payment shall be made fO!
these items
ITEM M-6 - OMITTED Remo>fe oxistiBg asphalt pa"/ement aRd eurbs, Ot0., complete
(neighborhood om)'). Mea:su:remeBt shall be per squar-o Ylll'a. ~No additional payment shall be
made f{lf these items.
ITEM M-7 - Existing stOlID dIainage structures not yet-incidental to the wOlk, yet deemed un .fit
by Owner's site replesentative 01 added at the discretion of the Engineer, shall be removed, ana
replaced, or added new, complete, as pel GDOI Std No l034-D, and shall be measured
individually (each) No additional payment shall be made fOI these items
.. ITEM M-8-11 - ,RQ.U!fOI~ _~~~~e...pipe not incidental to the work., yet deemed un-fit by
Owner's site replesentative or added at the'discretioD-ofilie':Bi1gmeei~slia]rbe'iemoved;an(f"-
replaced, or added new, complete, as per GnOT Std Specifications, 18",24",30",36" as per
GDOT, measured in lineax feet
ITEM M-U - Erosion, Sediment and Pollution Control, complete as pel GAEPD NPDES GAR
100002 (lump s~)
V. LUMP SUM CONSTRUCTION
ITEM LS-l - Lump Sum Construction shall include all miscellaneous costs for all incidental
work not quantified fOI payment elsewhere helein Lump Sum Construction includes, but is not
limited to, the items listed below desoribed in the bid seheclul:e. No sepaxate or additional
payment shall be made fOI these items
.
Mobilization, Demobilization
Bonds, Insurance
Gabion Retaining Walls
Remove and Reset Fences, All I ypes
Remove and Reset Gates, All I ypes
Remove and Reset StOlID Sewer, Lengths & Sizes Vmy
Remove and Reset Yard Drainage Pipe Lengths & Sizes Vaxy
Reconstruct Retaining Wall, Height and I ype Varies
Remove and Reset Signs, Type V mies
Remove and Reset Watel Sprinklel Systems, Complete
Remove and Reset Yatd Lamps, Iype Varies
Remove and Reset Mailboxes, I ype Varies-
T raffle Control
Miscellaneous Grading
Permanent Grassing
.
.
.
II
.
.
.
.
.
.
.
.
.
.
MEASUREMENT AND PA YMENI
4/11/2007
1814-6
AUGUSTA UTILfTlES DEPARTMENT - BOND PROJEC1 # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
· Raise Existing Manholes and Valves Boxes to Glade
END OF SECTION
MEASUREMENT AND PA YMENI
4111/2007
1814-7
.~
~(weJ7WJlt QlF~ent
~ @oJrf. ~nd, ~~,.,
ADDENDUM
TO:
FROM:
DATE:
SUBJ:
All Bidders
Geri A. Sams
May .30, 2007
ADDENDUM #1
Bid Item #07-132 Meadowbrook Area Utility Improvements for Augusta
Utilities
. . New Bid Date: Monday; June 11, 2007. @3:00 p.m. .
Thisfax is to notify all potential bidders t/tat the bid opening datefor BID ITEM #07-132
Meadowbrook Area Utility Improvements has been changed.
Fl'Om:
Wednesday, June 6, 2007 @3:00 p"Ol.
To:
Monday, June 11,2007 @.3:00 p"m.
This addendum is applicable only to penons that attended the mandatory pre-bid
conference and acquired an official set of plans and specifications fr'om Imaging
Technologies.
Additional information concerning Addendum 2 is being mailed certified return
receipt. You should acknowledge receipt of:
Addendum One - Changing the Bid Opening Date
Addendum Two - Change in specifications and clarifications
Please acknowledge receipt of addendum in your bid package"
If you have any questions regarding this correspondence, please contact me at
(706) 821-2422.,
cc:
Tameka Allen
Max Hicks
Interim Deputy Administrator
Director, Utilities Department
Room 605 - 530 Greene Street, Augusta, Georgia 30911 .
(706) 821-2422 - Fax (706) 821-2811
www.au~staga.gov
Register atwww.demandstar.com/supplierfor automatic bid notification
Bond No. 929 438 718
PERFORMANCE BOND
Conforms with The American Institute of Architects
A.I.A. document No. A-311
KNOW ALL BY THESE PRESENTS: that Blair Construction, Inc., PO Box 770, Evans, Georgia 30809
(Here insert full name and address or legal title of Contractor)
as Principal, hereinafter called Contractor, and, Western Surety Company, CNA Plaza, Chicaqo. Illinois 60685
(Here insert full name and address or legal title of Surety)
as Surety, hereinafter called Surety, are held and firmly bound unto Augusta-Richmond County Commission, 530 Greene St.,
Room 605, Augusta, Georgia 30911 (Here insert full name and address or legal title of Owner)
as Obligee, hereinafter called Owner, in the amount of Two Million Five Hundred Thirty Seven Thousand Three Hundred
Four and 91/100 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Dollars ($ 2,537,304,91 .).
for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly
and severally, firmly by these presents.
WHEREAS,
Contractor has by written agreement dated
, entered into a contract
with Owner for Meadowbrook Area Utility Improvements
Project No: 50134
(Here insert full name, address and description of project)
in accordance with Drawings and Specifications prepared by One Source Development, LLC, 4210 Columbia Road, Suite 16-A
Martinez, GA 30907 (Here insert full name and address or legal title of Architect)
which contract is by reference made a part hereof, and is hereinafter referred to as the Contract.
S-1219/GEEF 10/99 Page 1 of 2
CIS by GA resident agent R.~ & _ ~ ~~
PERFORMANCE BOND
929 438 718
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said
Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect.
The Surety hereby waives notice of any alteration or
extension of time made by the Owner.
Whenever Contractor shall be, and declared by Owner to be
in default under the Contract, the Owner having performed
Owner's obligations thereunder, the Surety may promptly remedy
the default, or shall promptly
1) Complete the Contract in accordance with its terms and
conditions, or
2) Obtain a bid or bids for completing the Contract in accordance
with its terms and conditions, and upon determination by Surety of
the lowest responsible bidder, or, if the Owner elects, upon
determination by the Owner and the Surety jointly of the lowest
responsible bidder, arrange for a contract between such bidder and
Owner, and make available as Work progresses (even though there
should be a default or a succession of defaults under the
Signed and sealed this
.7'#
~-
day of
?/c::::-..,Lo be.-
, z. e:;;c:::> / .
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(Witness)
/1IJ~ /:R?r .
(Witness)
S-1219/GEEF 10/99
Page 2 of 2
contract or contracts of completion arranged under this paragraph)
sufficient funds to pay the cost of completion less the balance of the
contract price; but not exceeding, including other costs and damages
for which the Surety may be liable hereunder, the amount set forth
in the first paragraph hereof. The term "balance of the contract
price," as used in this paragraph, shall mean the total amount
payable by Owner to Contractor under the Contract and any
amendments thereto, less the amount properly paid by Owner to
Contractor.
Any suit under this bond must be instituted before the
expiration of two (2) years from the date on which final payment
under the Contract falls due.
No right of action shall accrue on this bond to or for the use of
any person or corporation other than the Owner named herein or the
heirs, executors, administrators or successors of the Owner.
~
t
Blair Construction, Inc., PO Box 770, Evans, - .
Georgia 30809
(Seal)
(Principal)
u' . (<.~
V;~/cI~
(Title)
Western Surety Company, CNA Plaza, Chicago,
Illinois 60685
(Seal)
(Surety)
I
'~
),
~
"
(
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Buck Leigh, Attorney' -Fact
" ,
(Title)
LABOR AND MATERIAL PAYMENT BOND
Bond No. 929438718
Conforms with The American Institute of Architects
A.I.A. Document No. A-311
THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE
OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT
KNOW ALL BY THESE PRESENTS: that Blair Construction, Inc., PO Box 770, Evans, Georgia 30809
(Here insert full name and address or legal title of Contractor)
as Principal, hereinafter called Principal, and, Western Surety Company, CNA Plaza, ChicaQo. Illinois 60685
(Here insert full name and address or legal title of Surety)
as Surety, hereinafter called Surety, are held and firmly bound unto Augusta-Richmond County Commission, 530 Greene St.,
Room 605, Augusta, GA 30911 (Here insert full name and address or legal title of Owner)
as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of Two Million Five
Hundred Thirty Seven Thousand Three Hundred Four and 91/100 - - - - - - - - - - - - - - Dollars ($ 2,537,304,91 ).
for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and
severally, firmly by these presents,
WHEREAS,
Principal has by written agreement dated
, entered into a contract
with Owner for Meadowbrook Area Utility Improvements
Project No: 50134
(Here insert full name, address and description of project)
in accordance with Drawings and Specifications prepared by One Source Development, LLC, 4210 Columbia Road, Suite 16-A
Martinez, GA 30907 (Here insert full name and address or legal title of Architect)
which contract is by reference made a part hereof, and is hereinafter referred to as the Contract.
S-1220/GEEF 10/99
Page 1 of 2
LABOR AND MATERIAL PAYMENT BOND
929438718
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Principal shall promptly make payment to all claimants ashereinafter
defined, for all labor and material used or reasonably required for use in the performance of the Contract, then this obligation shall be void; otherwise it shall
remain in full force and effect, subject, however, to the following conditions:
I, A claimant is defined as one having a direct contract with the
Principal or with a Subcontractor of the Principal for labor, material, or
both, used or reasonably required for use in the performance of the
Contract, labor and material being construed to include that part of water,
gas, power, light, heat, oil, gasoline, telephone service or rental of
equipment directly applicable to the Contract.
2. The above named Principal and Surety hereby jointly. and
severally agree with the Owner that every claimant as herein defined, who
has not been paid in full before the expiration of a period of ninety (90)
days after the date on which the last of such claimant's work or labor was
done or performed, or materials were furnished by such claimant, may sue
on this bond for the use of such claimant, prosecute the suit to final
judgment for such sum or sums as may be justly due claimant, and have
execution thereon, The Owner shall not be liable for the payment of any
costs or expenses of any such suit.
3. No suit or action shall be commenced hereunder by any claimant:
a) Unless claimant, other than one having a direct contract with the
Principal, shall have given written notice to any two of the following: the
Principal, the Owner, or the Surety above named, within ninety (90) days
after such claimant did or performed the last of the work or labor, or
furnished the last of the materials for which said claim is made, stating
with substantial accuracy the amount claimed and the name of the party to
whom the materials
Signed and sealed this
#-7'.!f
day of
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1-
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(Witness) ~
~
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(Witness)
S-1220/GEEF 10/99
Page 2 of 2
were furnished, or for whom the work or labor was done or performed,
Such notice shall be served by mailing the same by registered mail or
certified mail, postage prepaid, in an envelope addressed to the Principal,
Owner or Surety, at any place where an office is regularly maintained for
the transaction of business, or served in any manner in which legal process
may be served in the state in which the aforesaid project is located, save
that such service need not be made by a public officer.
b) After the expiration of one (1) year following the date on which Principal
ceased Work on said Contract, it being understood, however, that if any
limitation embodied in this bond is prohibited by any law controlling the
construction hereof such limitation shall be deemed to be amended so as to
be equal to the minimum period of limitation permitted by such law,
c) Other than in a state court of competent jurisdiction in and for the county
or other political subdivision of the state in which the Project, or any part
thereof, is situated, or in the United States District Court for the district in
which the Project, or any part thereof, is situated, and not elsewhere,
4. The amount of this bond shall be reduced by and to the extent of
any payment or payments made in good faith hereunder, inclusive of the
payment by Surety of mechanics' liens which may be filed of record against
said improvement, whether or not claim for the amount of such lien be
presented under and against this bond.
,~/.
-
Blair Construction, Inc., PO Box 770; Evans,
Georgia 30809
(Seal)
(Principal)
W~'~fA
\!rc..e -;z:>~) ide'?+-
(Title)
Western Surety Company, CNA Plaza, Chicago,
Illinois 60685
(Seal)
(Surety)
(
)
)
(
"
"
B~~
Buck Leigh, Attorney -Fact
(Title)
Western Surety Company
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT
Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation
having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby
make, constitute and appoint
Thomas M Albus, Buck Leigh, Individually
of Columbia, SC, its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds,
undertakings and other obligatory instruments of similar nature
- In Unlimited Amounts -
and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said
Attorney, pursuant to the authority hereby given, are hereby ratified and confinned.
This Power of Attorney is made and executed pursuant to and by authority of the By-Law printed on the reverse hereof, duly adopted, as indicated, by
the shareholders of the corporation,
In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to
be hereto affixed on this 23rd day of March, 2006.
,,"IUllfoff"~
",' ~IIEr
.(+ ~-_.._-! ('o~
/$<..9011;'-\";\
i~1~o ~y;:
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'~~~~-
WESTERN SURETY COMPANY
-;?L~
Paul . Bruflat, Senior Vice President
State of South Dakota
County of Minnehaha
} ss
On this 23rd day of March, 2006, before me personally came Paul T, Bruflat, to me known, who, being by me duly sworn, did depose and say: that he
resides in the City of Sioux Falls, State of South Dakota; that he is the Senior Vice President of WESTERN SURETY COMPANY described in and which
executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so
affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and
acknowledges same to be the act and deed of said corporation.
My commission expires
November 30, 2006
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CERTIFICATE
I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attomey hereinabove set forth is still in
force, and further certify that the By-Law of the corporation printed on the reverse hereof is still in force, In testimOny whereof I have hereunto subscribed
my name and affixed the seal of the said corporation this 9-''?!t day of ~d~ 6&,- . z.c:,o, ,
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WESTERN SURETY COMPANY
Form F4280-0 1-02
g. ~~I~S'=""
ate: 10/1/2007
Time: 3:09 PM
To: Blair Construction @ 9,17068681855
Page: 002-003
DATE (MMlDD/VYVY)
10/01/2007
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
ACORD
TM
CERTIFICATE OF LIABILITY INSURANCE
PRODUCER (770)246-8300 FAX (770)246-8301
Sutter, McLellan & Gilbreath, Inc.
1424 North Brown Road
Suite 300
Lawrenceville, GA 30043-8107
INSURED Blair Construction, Inc.
Southern Asphalt
P. O. Box 770
Evans, GA 30809
INSURERS AFFORDING COVERAGE
INSURERA: National Trust Insurance
INSURER B: FCCI Insurance CO.
INSURER c:
INSURER D:
INSURER E:
NAIC#
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO TI-lE INSURED NAMED ABOVE FOR TI-lE POLICY PERIOD INDICATED, NOlWlTI-lSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTI-lER DOCUMENT WITI-l RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, TI-lE INSURANCE AFFORDED BY TI-lE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL TI-lE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
'~M ~Ps~~ TYPE OF INSURANCE POLICY NUMBER P8kWl ~lfJi~ POLICY EXPI~,lli!N LIMITS
NS
GENERAL LIABILITY CPPOO04476 02/14/2007 02/14/2008 EACH OCCURRENCE $ 1. 000 , O()G
r-x COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 50,000
--.J CLAIMS Mi'DE 0 OCCUR MED EXP (Anyone person) $ 5,00e
f-- 1,000,OOC
A PERSONAL & /lDV INJURY $
f-- 2,000,000
GENERAL AGGREGATE $
'-- 2,OOO,OOC
GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG $
II POLICY m ~~8T n LOC
AUTOMOBILE LIABILITY CA 0005458 02/14/2007 02/14/2008 COMBINED SINGLE LIMIT
f-- $
X ANY AUTO lEa accident) 1,000,000
c--
ALL OWNED AUTOS BODILY INJURY
- $
SCHEDULED ,~OS (Per person)
A X
HIRED AUTOS BODIL Y INJURY
X $
NON-OWNED AUTOS (Per accident)
-
- PROPERTY DAMAGE $
(Per aCCident)
GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $
R ANY AUTO OrnER THAN EA ACe $
AUTO ONL Y: AGG $
EXCESSIUMBRELLA LIABILfTY UMBOO02841 02/14/2007 02/14/2008 EACH OCCURRENCE $ 5, 000 oo-a
o OCCUR 0 CLAIMS Mi'DE AGGREGATE $ 5 OOO,OOC
B $
R DEDUCTIBLE $
RETENTION $ $
WORKERS COMPENSATION AND 010-WC06A-54981 02/14/2007 02/14/2008 X I ~gvS[~Ws I I OJ.!t
EMPLOYERS'L1ABILfTY OFFICERS INCLUDED $ 1,000,001
A ANY PROPRIETORIPARTNERIEXECUTIVE E.L. EACH ACCIDENT
OFFICERIMEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ 1,000,001
If yes. describe under 1,000,001
SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $
OTHER
~ESCRlP110N OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS $2,537,304.91
roj: Meadowbrook Area Utility Improvements, Augusta, GA Contract Amount
cO' "",:.""\',
R
N
SHOULD AfoN OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL
~ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILfTY
Augusta GA Commission
Room 605, Municipal Building
August, GA 30911
OF ANY KIND UPON THE INSURER, rrs AGENTS OR REPRESENTATIVES,
AUTHORIZED REPRESENTATIVE
Mark Ja
es CSP/LINDAM
-/o/~ c .J-r---
ACORD 25 (2001/08)
@ACORD CORPORATION 1988
ate: 10/1/2007 Time: 3:09 PM To: Blair Construction @ 9,17068681855
Paqe: 003-003
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed, A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s),
DISCLAIMER
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or after the coverage afforded by the policies listed thereon,
ACORD 25 (2001/08)
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
COA
CERTIFICATE OF OWNER'S ATTORNEY
I, the undersigned , the duly
authorized and acting legal representative of the CITY OF AUGUSTA, GEORGIA, do hereby
certify as follows:
I have examined the attached Contract( s) and Performance and Payment Bond( s) and the manner
of execution thereof, and I am of the opinion that each of the aforesaid agreements has been duly
executed by the proper parties thereto acting through their duly authorized representatives; that
said representatives have full power and authority to execute said agreements on behalf of the
respective parties named thereon; and that the foregoing agreements constitute valid and legally
binding obligations upon the parties executing the same in accordance with terms, conditions,
and provisions thereof.
~~
Attorney for Ow~
Date: _l (j / ~'-{ / 'Juv7
, ,
NOTE: Delete phrase "Performance and Payment Bonds" when not applicable.
CERTIFICATE OF OWNERS ATTORNEY
9/24/2007
COA-l
Revision Date
August 2001
GENERAL CONDITIONS
ARTICLE I--DEFINITIONS
Wherever used in these General Conditions or in the other Contract Documents the following terms
have the meanings indicated, which are applicable to both the singular and plural thereof:
Addenda-Any changes, revisions or clarifications of the Contract Documents which have been duly
issued by OWNER to prospective Bidders prior to the time of opening of Bids.
Agreement-The written agreement between OWNER and CONTRACTOR covering the Work to be
performed; other Contract Documents are attached to the Agreement and made a part thereof as
provided therein.
Application for Payment-The form accepted by PROFESSIONAL which is to be used by
CONTRACTOR in requesting progress or final payments and which is to include such supporting
documentation as is required by the Contract Documents.
Bid-The offeror proposal of the bidder submitted on the prescribed form setting forth the price(s) for
the Work to be performed.
Bonds-Bid, performance and payment bonds and other instruments of security furnished by
CONTRACTOR and its Surety in accordance with the Contract Documents.
Change Order-- A document recommended by PROFESSIONAL, which is signed by
CONTRACTOR and OWNER, and authorizes an addition, deletion or revision in the Work, or an
adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the
Agreement.
Contract Documents-The Agreement: Addenda (which pertain to the Contract Documents);
CONTRACTOR's Bid (including documentation accompanying the Bid and any post-Bid
documentation submitted prior to the Notice of Award) when attached as an exhibit to the
Agreement; the Bonds; these General Conditions; the Supplementary Conditions; the Plans,
Specifications and the Drawings as the same are more specifically identified in the Agreement;
Certificates of Insurance; Notice of Award; and Change Order duly delivered after execution of
Contract together with all amendments, modifications and supplements issued pursuant to
paragraphs 3.3 and 3.5 or after the Effective Date of the Agreement.
Contract Price-The moneys payable by OWNER to CONTRACTOR underthe Contract Documents
as stated in the Agreement (subject to the provisions of paragraph 11.9.1 in the case of Unit Price
Work).
Contract Time-The number of days (computed as provided in paragraph 17.2.1) or the date stated in
the Agreement for the completion of the Work.
CONTRACTOR-The person, firm or corporation with whom OWNER has entered into the
Agreement.
COUNTY-Richmond County, Georgia, or Augusta, Georgia, political subdivisions of the State of
GENERAL CONDITIONS
GC-1 of 52
Revision Date
August 2001
Georgia, the Augusta-Richmond County Commission, and its authorized designees, agents, or
employees.
Day-Either a working day or calendar day as specified in the bid documents. If a calendar day shall
fall on a legal holiday, that day will be omitted from the computation. Legal Holidays: New Year's
Day, Martin Luther King Day, Memorial Day, 4th of July, Labor Day, Veterans Day, Thanksgiving
Day and the following Friday, and Christmas Day.
Defective-An adjective which, when modifying the word Work, refers to Work that is unsatisfactory,
faulty or deficient, does not conform to the Contract Documents, or does not meet the requirements
of any inspection, reference standard, test or approval referred to in the Contract Documents, or has
been damaged prior to PROFESSIONAL's recommendation offinal payment, unless responsibility
for the protection thereof has been assumed by OWNER at Substantial Completion (in accordance
with paragraph 14.8 or 14.10).
Drawings-The drawings which show the character and scope of the Work to be performed and
which have been prepared or approved by PROFESSIONAL and are referred to in the Contract
Documents.
Effective Date of the Agreement-The date indicated in the Agreement on which it becomes effective,
but if no such date is indicated it means the date on which the Agreement is signed by the Mayor of
Augusta, Georgia.
Field Order-A written order issued by PROFESSIONAL that modifies Drawings and Specifications,
but which does not involve a change in the Contract Price or the Contract Time.
General Requirements-Sections of Division I of the Specifications.
Laws or Regulations-Laws, rules, regulations, ordinances, codes and/or orders.
Notice of Award-The written notice by OWNER to the apparent successful bidder stating that upon
compliance by the apparent successful bidder with the conditions precedent enumerated therein,
within the time specified, OWNER will sign and deliver the Agreement.
Notice to Proceed-A written notice given by OWNER to CONTRACTOR (with a copy to
PROFESSIONAL) fixing the date on which the Contract Time will commence to run and on which
CONTRACTOR shall start to perform CONTRACTOR'S obligations under the Contract Documents.
OWNER- Augusta, Georgia, and the Augusta-Richmond County Commission.
Partial Utilization-Placing a portion of the Work in service for the purpose for which it is intended or
for a related purpose) before reaching Substantial Completion for all the Work.
PROFESSIONAL-The Architectural/Engineering firm or individual or in-house licensed person
designated to perform the design and/or resident engineer services for the Work.
PROGRAM MANAGER - The professional firm or individual designated as the representative or the
OWNER who shall act as liaison between OWNER and both the PROFESSIONAL and
CONTRACTOR when project is part of an OWNER designated program.
Project-The total construction of which the Work to be provided under the Contract Documents may
GENERAL CONDITIONS
GC-2 of 52
Revision Date
August 2001
be the whole, or a part, as indicated elsewhere in the Contract Documents.
Project Area-The area within which are the specified Contract Limits of the improvements
contemplated to be constructed in whole or in part under this Contract.
Project Manager-The professional in charge, serving OWNER with architectural or engineering
services, his successor, or any other person or persons, employed by said OWNER, for the purpose
of directing or having in charge the work embraced in this Contract.
Resident Project Representative-The authorized representative of PROFESSIONAL as PROGRAM
MANAGER who is assigned to the site or any part thereof.
Shop Drawings-All drawings, diagrams, illustrations, schedules and other data which are specifically
prepared by or for CONTRACTOR to illustrate some portion of the Work and all illustrations,
brochures, standard schedules, performance charts, instructions, diagrams and other information
prepared by a Supplier and submitted by CONTRACTOR to illustrate material or equipment for
some portion of the Work.
Specifications-Those portions of the Contract Documents consisting of written technical descriptions
of materials, equipment, construction systems, standards and workmanship as applied to the Work
and certain administrative details applicable thereto.
Subcontractor-An individual, firm or corporation having a direct contract with CONTRACTOR or with
any other SUBCONTRACTOR for the performance of a part of the Work at the site.
Substantial Completion-The W ork (or a specified part thereof) has progressed to the point where, in
the opinion of PROFESSIONAL as evidenced by PROFESSIONAL's definitive certificate of
Substantial Completion, it is sufficiently complete, in accordance with the Contract Documents, so
that the Work (or specified part) can be used for the purposes for which it is intended, or if there be
no such certificate issued, when final payment is due in accordance with paragraph 14.13. The
terms "substantially complete" and "substantially completed" as applied to any Work refer to
Substantial Completion thereof.
Supplementary Conditions-The part of the Contract Documents which amends or supplements
these General Conditions.
Supplier-A manufacturer, fabricator, supplier, distributor, materialman or vendor.
Underground Facilities-All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels
or other such facilities or attachments, and any encasement containing such facilities which have
been installed underground to furnish any of the following services or materials: electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television, sewage and
drainage removal, traffic or other control systems, or water.
Unit Price Work-Work to be paid for on the basis of unit prices.
Work-The entire completed construction or the various separately identifiable parts thereof required
to be furnished under the Contract Documents. Work is the result of performing services, furnishing
labor and furnishing and incorporating materials and equipment into the construction, and furnishing
documents, all as required by the Contract Documents.
GENERAL CONDITIONS
GC-3 of 52
Revision Date
August 2001
Work Change Directive-A written directive to CONTRACTOR, issued on or after the Effective Date
of the Agreement and signed by OWNER and recommended by PROFESSIONAL, ordering an
addition, deletion or revision in the Work, or responding to differing or unforeseen physical
conditions under which the Work is to be performed as provided in paragraph 4.2 or 4.3 or to
emergencies under paragraph 6.22. A Work Change Directive may not change the Contract Price or
the Contract Time but is evidence that the parties expect that the change directed or documented by
a Work Change Directive will be incorporated in a subsequently issued Change Order following
negotiations by the parties as to its effect, if any, on the Contract Price or Contract Time as provided
in Article 10.
Written Amendment-A written amendment of the Contract Documents, signed by OWNER and
CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the non-
engineering or non-technical rather than strictly Work-related aspects of the Contract Documents.
GENERAL CONDITIONS
GC-4 of 52
Revision Date
August 2001
ARTICLE 2-PRELlMINARY MATTERS
Delivery of Bonds:
2.1. When CONTRACTOR delivers the executed Agreements to OWNER, CONTRACTOR
shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish in
accordance with these Contract Documents.
Copies of Documents:
2.2. After the award of the Contract, OWNER shall furnish CONTRACTOR, at no cost, one
(1) complete set of the Contract Documents for execution of the work. Additional sets of the project
manual and drawings and/or individual pages or sheets of the project manual or drawings will be
furnished by COUNTY upon CONTRACTOR's request and at CONTRACTOR's expense, which will
be OWNER's standard charges for printing and reproduction.
Commencement of Contract Time, Notice to Proceed:
2.3. The Contract Time shall commence as established in the Notice to Proceed. A Notice to
Proceed may be given at any time after the Effective Date of the Contract.
Starting the Project:
2.4. CONTRACTOR shall begin the Work on the date the Contract Time commences. No
Work shall be done prior to the date on which the Contract Time commences. Any Work performed
by CONTRACTOR prior to date on which Contract Time commences shall be at the sole risk of
CONTRACTOR.
Before Starting Construction:
2.5. Before undertaking each part of the Work, CONTRACTOR shall carefully study and
compare the Contract Documents and check and verify pertinent figures shown thereon and all
applicable field measurements. CONTRACTOR shall promptly report in writing to PROFESSIONAL
any conflict, error, ambiguity, or discrepancy which CONTRACTOR may discover and shall obtain a
written interpretation or clarification from PROFESSIONAL before proceeding with any Work
affected thereby. CONTRACTOR shall be liable to OWNER for failure to report any conflict, error,
ambiguity or discrepancy in the Contract Documents, if CONTRACTOR knew or reasonably should
have known thereof.
2.6. Within ten days after the Effective Date of the Agreement (unless otherwise specified in
the General Requirements), CONTRACTOR shall submit to PROFESSIONAL and OWNER for
review:
2.6.1. an estimated progress schedule indicating the starting and completion dates of the
various stages of the Work:
2.6.2. a preliminary schedule of Shop Drawing and Sample submissions, and
2.6.3. a preliminary schedule of values for all of the Work which will include quantities and
prices of items aggregating the Contract Price and will subdivide the Work into component parts in
GENERAL CONDITIONS
GC-5 of 52
Revision Date
August 2001
sufficient detail to serve as the basis for progress payments during construction. Such prices will
include an appropriate amount of overhead and profit applicable to each item of Work which will be
confirmed in writing by CONTRACTOR at the time of submission.
2.7. Before any Work at the site is started, CONTRACTOR shall deliver to OWNER, with
copies to each additional insured identified in the Supplementary Conditions, an original policy or
certified copies of each insurance policy (and other evidence of insurance which OWNER may
reasonably request) which CONTRACTOR is required to purchase and maintain in accordance with
Article 5.
Pre-construction Conference:
2.8. Before any Work at the site is started, a conference attended by CONTRACTOR,
OWNER , PROFESSIONAL and others as appropriate will be held to establish a working
understanding among the parties as to the Work and to discuss the schedules referred to in 2.6 as
well as procedures for handling Shop Drawings and other submittals, processing applications for
payment and maintaining required records.
Finalizing Schedules:
2.9. At least ten days before submission of the first Application for Payment, a conference
attended by CONTRACTOR, PROFESSIONAL and OWNER and others as appropriate will be held
to finalize the schedules submitted in accordance with paragraph 2.6. CONTRACTOR shall have an
additional ten (10) calendar days to make corrections and adjustments and to complete and
resubmit the schedules. No progress payment shall be made to CONTRACTOR until the schedules
are submitted and acceptable to OWNER and PROFESSIONAL as provided below. The finalized
progress schedule will be acceptable to OWNER and PROFESSIONAL as providing an orderly
progression of the Work to completion within any specified Milestones and the Contract Time, but
such acceptance will neither impose on PROFESSIONAL responsibility for the sequencing,
scheduling or progress of the Work nor interfere with or relieve CONTRACTOR from full
responsibility therefor. The finalized schedule of Shop Drawing submissions and Sample
submissions will be acceptable to PROFESSIONAL as providing a workable arrangement for
reviewing and processing the submissions. CONTRACTOR's schedule of values shall be approved
by PROFESSIONAL as to form and substance.
CONTRACTOR, in addition to preparing an initially acceptable schedule, shall be
responsible for maintaining the schedule, including updating schedule. Schedule updates shall
include progression of work as compared to scheduled progress on work. Schedule updates shall
accompany each pay request.
GENERAL CONDITIONS
GC-6 of 52
Revision Date
August 2001
ARTICLE 3-CONTRACT DOCUMENTS; INTENT, AMENDING, REUSE
Intent:
3.1. The Contract Documents comprise the entire agreement between OWNER and
CONTRACTOR concerning the Work. The Contract Documents are complementary: what is called
for by one is as binding as if called for by all. The Contract Documents will be construed in
accordance with the law of the State of Georgia.
3.2. It is the intent ofthe Contract Documents to describe a functionally complete Project (or
part thereof) to be constructed in accordance with the Contract Documents. Any Work, materials or
equipment that may reasonably be inferred from the Contract Documents or from prevailing custom
or trade usage as being required to produce the intended result will be supplied whether or not
specifically called for. When words or phrases which have a well-known technical or construction
industry or trade meaning are used to describe Work, materials or equipment, such words shall be
interpreted in accordance with that meaning.
3.3. Except as otherwise specifically stated in the Contract Documents or as may be
provided by amendment or supplement thereto issued by one of the methods indicated in 3.6 or 3.7,
the provisions of the Contract Documents shall take precedence in resolving any conflict, error,
ambiguity or discrepancy between the provisions of the Contract Documents and the provisions of
any such standard, specification, manual, code or instruction (whether or not specifically
incorporated by reference in the Contract Documents) and the provisions of any such Laws or
Regulations applicable to the performance of the Work (unless such an interpretation of the
provisions of the Contract Documents would result in violation of such Law or Regulation).
Clarifications and interpretations of the Contract Documents shall be issued by PROFESSIONAL as
provided in paragraph 9.4.
3.4. Reference to standards, specifications, manuals or codes of any technical society,
organization or association, or to the Laws or Regulations of any governmental authority, whether
such reference be specific or by implication, shall mean the latest standard, specification, manual,
code or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the
Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract
Documents.
3.5. If, during the performance of the Work, CONTRACTOR discovers any conflict, error,
ambiguity or discrepancy within the Contract Documents or between the Contract Documents and
any provision of any such Law or Regulation applicable to the performance of the Work or of any
such standard, specification, manual or code orof any instruction of any Supplier referred to in 6.7,
CONTRACTOR shall so report to PROFESSIONAL in writing at once and before proceeding with
the Work affected thereby and shall obtain a written interpretation or clarification from
PROFESSIONAL; however, CONTRACTOR shall not be liable to OWNER or PROFESSIONAL for
failure to report any conflict, error, ambiguity or discrepancy in the Contract Documents unless
CONTRACTOR had actual knowledge thereof or should reasonably have known thereof.
Amending and Supplementing Contract Documents:
3.6. The Contract Documents may be amended to provide for additions, deletions and
revisions in the Work or to modify the terms and conditions thereof in one or more of the following
ways:
GENERAL CONDITIONS
GC-7 of 52
Revision Date
August 2001
3.6.1. a formal Written Amendment,
3.6.2. a Change Order (pursuant to paragraph 10.3), or
3.6.3. a Work Change Directive (pursuant to paragraph 10.4).
As indicated in paragraphs 11.2 and 12.1, Contract Price and Contract Time may only be changed
by a Change Order or a Written Amendment.
3.7. In addition, the requirements of the Contract Documents may be supplemented, and
minor variations and deviations in the Work may be authorized in one or more of the following ways:
3.7.1. a Field Order (pursuant to paragraph 9.5).
3.7.2. PROFESSIONAL's approval of a Shop Drawing or sample (pursuant to paragraphs
6.24 and 6.26), or
3.7.3. PROFESSIONAL's written interpretation or clarification (pursuant to paragraph 9.4).
Reuse of documents:
3.8. Neither CONTRACTOR nor any. Subcontractor or Supplier or other person or
organization performing or furnishing any of the Work under a direct or indirect contract with
OWNER shall have or acquire any title to or OWNERSHIP rights in any of the Drawings,
Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of
PROFESSIONAL or PROFESSIONAL's consultant; and they shall not reuse such Drawings,
Specifications or other documents (or copies of any thereof) on extensions of the Project or any
other project without written consent of OWNER and PROFESSIONAL and specific written
verification or adaptation by PROFESSIONAL.
GENERAL CONDITIONS
GC-8 of 52
Revision Date
August 2001
ARTICLE 4-AVAILABILlTY OF LANDS, PHYSICAL CONDITIONS; REFERENCE POINTS
Availability of Lands:
4.1. OWNER shall furnish, as indicated in the Contract Documents, the lands upon which the
Work is to be performed, rights-of-way and easements for access thereto, and such other lands
which are designated for the use of CONTRACTOR. Necessary easements or rights-of-way will be
obtained and expenses will be borne by OWNER. If CONTRACTOR and OWNER are unable to
agree on entitlement to or the amount or extent of any adjustments in the Contract Price or the
Contract Times as a result of any delay in OWNER's furnishing these lands, rights-of-way or
easements, the CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. The
CONTRACTOR shall provide for all additional lands and access thereto that may be required for
temporary construction facilities or storage of materials and equipment.
Physical Conditions:
4.2.1. Explorations and Reports: Reference is made to the Supplementary Conditions for
identification of those reports of explorations and tests of subsurface conditions at or contiguous to
the site that have been utilized in preparing the Contract Documents and those drawings of physical
conditions in or relating to existing surface or subsurface structures at or contiguous to the site
(except Underground Facilities) that have been utilized in preparing the Contract Documents.
4.2.2. CONTRACTOR may rely upon the general accuracy of the "technical data" contained
in such reports and drawings. Such "technical data" is identified in the Supplementary Conditions.
Except for such reliance on such "technical data," CONTRACTOR may not rely upon or make any
claim against OWNER, PROFESSIONAL, or any of PROFESSIONAL's Consultants with respect to:
4.2.2.1. the completeness of such reports and drawings for CONTRACTOR's purposes,
including but not limited to, any aspects of the means, methods, techniques, sequences and
procedures of construction to be employed by CONTRACTOR and safety precautions and programs
incident thereto, or
4.2.2.2. other data, interpretations, opinions and information contained in such reports or
shown or indicated in such drawings, or
4.2.2.3. any CONTRACTOR interpretation of or conclusion drawn from any "technical data"
or any such data, interpretations, opinions or information.
4.2.3. If conditions are encountered, excluding existing utilities, at the site which are (1)
subsurface or otherwise concealed physical conditions which differ materially from those indicated in
the Contract Documents or (2) unknown physical conditions of an unusual nature, which differ
materially from those ordinarily found to exist and generally recognized as inherent in construction
activities of the character provided for in the Contract Documents, then CONTRACTOR shall give
OWNER notice thereof promptly before conditions are disturbed and in no event later than 48 hours
after first observance of the conditions.
4.2.4. The OWNER and PROFESSIONAL shall promptly investigate such conditions, and, if
they differ materially and cause an increase or decrease in CONTRACTOR's cost of, or time
required for, performance of any part of the Work, the OWNER and PROFESSIONAL shall
recommend an equitable adjustment in the Contract Price or Contract Time, or both. If the OWNER
GENERAL CONDITIONS
GC-9 of 52
Revision Date
August 2001
and PROFESSIONAL determine that the conditions at the Site are not materially different from
those indicated in the Contract Documents or are not materially different from those ordinarily found
and that no change in the terms of the Contract is justified, the PROFESSIONAL shall notify
CONTRACTOR of the determination in writing. The Work shall be performed after direction is
provided by the PROFESSIONAL.
Physical Conditions-Underground Facilities:
4.3.1. Shown or Indicated: The information and data shown or indicated in the Contract
Documents with respect to existing Underground Facilities at or contiguous to the site is based on
information and data furnished to OWNER or PROFESSIONAL by OWNER'S of such Underground
Facilities or by others. Unless it is otherwise expressly provided in the Supplementary Conditions:
4.3.1.1. OWNER and PROFESSIONAL shall not be responsible for the accuracy or
completeness of any such information or data; and
4.3.1.2. The cost of all of the following will be included in the Contract Price and
CONTRACTOR shall have full responsibility for reviewing and checking all such information and
data for locating all Underground Facilities shown or indicated in the Contract Documents, for
coordination of the Work with the OWNER'S of such Underground Facilities during construction, for
the safety and protection thereof as provided in paragraph 6.20 and repairing any damage thereto
resulting from the Work, the cost of all of which will be considered as having been included in the
Contract Price.
4.3.2. Not Shown or Indicated. If an Underground Facility is uncovered or revealed at or
contiguous to the site which was not shown or indicated in the Contract Documents and which
CONTRACTOR could not reasonably have been expected to be aware of, CONTRACTOR shall,
promptly after becoming aware thereof and before performing any Work affected thereby except in
an emergency as permitted by paragraph 6.22, identify the OWNER of such Underground Facility
and give written notice thereof to that OWNER and to OWNER and PROFESSIONAL.
PROFESSIONAL will promptly review the Underground Facility to determine the extent to which the
Contract Documents should be modified to reflect and documentthe consequences of the existence
of the Underground Facility, and the Contract Documents will be amended or supplemented to the
extent necessary. During such time, CONTRACTOR shall be responsible for the safety and
protection of such Underground Facility as provided in paragraph 6.20. CONTRACTOR shall be
allowed an increase in the Contract Price or an extension of the Contract Time, or both, to the extent
that they are attributable to the existence of any Underground Facility that was not shown or
indicated in the Contract Documents and which CONTRACTOR could not reasonably have been
expected to be aware of. If the parties are unable to agree as to the amount or length thereof,
CONTRACTOR may make a claim therefor as provided in Articles 11 and 12.
Reference Points:
4.4. OWNER shall provide Engineering surveys to establish reference points for construction
which in PROFESSIONAL's judgment are necessary to enable CONTRACTOR to proceed with the
Work. CONTRACTOR shall be responsible for laying out the Work (unless otherwise specified in
the General Requirements), shall protect and preserve the established reference points and shall
make no changes or relocations without the prior written approval of OWNER. CONTRACTOR shall
report to PROFESSIONAL whenever any reference point is lost or destroyed or requires relocation
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Revision Date
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because of necessary changes in grades or locations, and shall be responsible for the accurate
replacement or relocation of such reference points by professionally qualified personnel.
Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material:
4.5 OWNER shall be responsible for any Asbestos, PCBs, Petroleum, Hazardous Waste or
Radioactive Material uncovered or revealed at the site which was not shown or indicated in
Drawings or Specifications or identified in the Contract Documents to be within the scope of the
Work and which may present a substantial danger to persons or property exposed thereto in
connection with the Work at the site. OWNER shall not be responsible for any such materials
brought to the site by CONTRACTOR, Subcontractor, Suppliers or anyone else for whom
CONTRACTOR is responsible.
4.6 CONTRACTOR shall immediately: (i) stop all work in connection with such hazardous
condition and in any area affected thereby (except in an emergency as required by 6.22), and (ii)
notify OWNER and PROFESSIONAL (and thereafter confirm such notice in writing). OWNER shall
promptly consult with PROFESSIONAL concerning the necessity for OWNER to retain a qualified
expert to evaluate such hazardous condition or take corrective action, if any. CONTRACTOR shall
not be required to resume Work in connection with such hazardous condition or in any such affected
area until after OWNER has obtained any required permits related thereto and delivered to
CONTRACTOR special written notice (i) specifying that such condition and any affected area is or
has been rendered safe for the resumption of Work, or (ii) specifying any special conditions under
which such Work may be resumed safely. If OWNERand CONTRACTOR cannot agree as to
entitlement to or the amount or extent of an adjustment, if any, in Contract Price or Contract Times
as a result of such Work stoppage or such special conditions under which Work is agreed by
CONTRACTOR to be resumed, either party may make a claim therefor as provided in Articles 11
and 12.
4.7 If after receipt of such special written notice, CONTRACTOR does not agree to resume
such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under
such special conditions, then CONTRACTOR may order such portion of the Work that is in
connection with such hazardous conditions or in such affected area to be deleted from the Work. If
OWNER and CONTRACTOR cannot agree as to entitlement to or the amount or extent of an
adjustment, if any, in Contract Price or Contract Times as a result of deleting such portion of the
Work, then either party may make a claim therefor as provided in Articles 11 and 12. OWNER may
have deleted such portion of the Work performed by OWNER's own forces or others in accordance
with Article 7.
4.7.1 The provisions of 4.2 and 4.3 are not intended to apply to Asbestos, PCBs, Petroleum,
Hazardous Waste or Radioactive Material uncovered or revealed at the site.
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GC-11 of 52
Revision Date
August 2001
ARTICLE 5-BONDS AND INSURANCE
Performance and Other Bonds:
5.1. CONTRACTOR shall furnish performance and payment Bonds, each in an amount at
least equal to the Contract Price as Security for the faithful performance and payment of all
CONTRACTOR's obligations under the Contract Documents. These Bonds shall remain in effect at
least until one year after the date when final payment becomes due, except as otherwise provided
by Law or Regulation or by the Contract Documents. CONTRACTOR shall also furnish such other
Bonds as are required by the Supplementary Conditions. All Bonds shall be in the forms prescribed
by Law or Regulation or by the Contract Documents and be executed by such sureties as are
named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on
Federal Bonds, and as Acceptable Reinsuring Companies" as published in Circular 570 (amended)
by the Audit Staff Bureau of Accounts, U.S. Treasury Department. All Bonds signed by an agent
must be accompanied by a certified copy of the authority to act.
Licensed Sureties and Insurers; Certificates of Insurance
5.2.1 All bonds and insurance required by the Contract Documents to be purchased and
maintained by CONTRACTOR shall be obtained from surety or insurance companies that are duly
licensed or authorized in the State of Georgia to issue bonds or insurance policies for the limits and
coverages so required. All bonds signed by an agent must be accompanied by a certified copy of
authority to act. Such surety and insurance companies shall also meet such additional requirements
and qualifications as may be provided in the Supplementary Conditions.
5.2.2. CONTRACTOR shall deliver to OWNER, with copies to each additional insured
identified in 5.3, an original or a certified copy of the complete insurance policy for each policy
required, certificates of insurance (and other evidence of insurance requested by OWNER or any
other additional insured) which CONTRACTOR is required to purchase and maintain in accordance
with 5.3.
5.2.3. If the surety on any Bond furnished by CONTRACTOR is declared bankrupt or
becomes insolvent or its right to do business is terminated in any state where any part of the Project
is located or it ceases to meet the requirements of paragraph 5.1, CONTRACTOR shall within five
days thereafter substitute another Bond and Surety, both of which must be acceptable to OWNER.
CONTRACTOR's Liability Insurance:
5.3. CONTRACTOR shall purchase and maintain such comprehensive general liability and
other insurance as is appropriate for the Work being performed and furnished and as will provide
protection from claims set forth below which may arise out of or result from CONTRACTOR's
performance and furnishing ofthe Work and CONTRACTOR's other obligations under the Contract
Documents, whether it is to be performed or furnished by CONTRACTOR, by any Subcontractor, by
anyone directly or indirectly employed by any of them to perform or furnish any of the Work, or by
anyone for whose acts any of them may be liable:
5.3.1. Claims under workers' or workmen's compensation, disability benefits and other
similar employee benefit acts;
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Revision Date
August 2001
5.3.2. Claims for damages because of bodily injury, occupational sickness or disease, or
death of CONTRACTOR's employees;
5.3.3. Claims for damages because of bodily injury, sickness or disease, or death of any
person other than CONTRACTOR's employees;
5.3.4. Claims for damages insured by personal injury liability coverage which are sustained
(a) by any person as a result of an offense directly or indirectly related to the employment of such
person by CONTRACTOR, or (b) by any other person for any other reason;
5.3.5. Claims for damages, other than to the Work itself, because of injury to or destruction
of tangible property wherever located, including loss of use resulting therefrom;
5.3.6. Claims arising out of operation of Laws or Regulations for damages because of bodily
injury or death of any person or for damage to property; and
5.3.7. Claims for damages because of bodily injury or death of any person or property
damage arising out of the OWNERSHIP, maintenance or use of any motor vehicle.
The insurance required by this paragraph 5.3 shall include the specific coverage's and be written for
not less than the limits of liability and coverage's provided in the Supplementary Conditions, or
required by law, whichever is greater. The comprehensive general liability insurance shall include
completed operations insurance. All of the policies of insurance so required to be purchased and
maintained (or the certificates or other evidence thereof) shall contain a provision or endorsement
that the coverage afforded will not be canceled, materially changed or renewal refused until at least
thirty days prior written notice has been given to OWNER, PROGRAM MANAGER, and
PROFESSIONAL by certified mail. All such insurance shall remain in effect until final payment and
at all times thereafter when CONTRACTOR may be correcting, removing or replacing defective
Work in accordance with paragraph 13.12. In addition, CONTRACTOR shall maintain such
completed operations insurance for at least two years after final payment and furnish OWNER with
evidence of continuation of such insurance at final payment and one year thereafter.
Contractual Liability Insurance:
5.4. The comprehensive general liability insurance required by paragraph 5.3 will include
contractual liability insurance applicable to CONTRACTOR's obligations under paragraphs 6.32 and
6.33.
OWNER's Liability Insurance:
5.5. OWNER shall be responsible for purchasing and maintaining OWNER's own liability
insurance, and/or Risk Retention Program, and, at OWNER's option, may purchase and maintain
such insurance as will protect OWNER against claims which may arise from operations under the
Contract Documents.
Property Insurance:
GENERAL CONDITIONS
GC-13 of 52
Revision Date
August 2001
5.6. Unless otherwise provided in the Supplementary Conditions, OWNER shall purchase
and maintain property insurance upon the Work at the site to the full insurable value thereof (subject
to such deductible amounts as may be provided in the Supplementary Conditions or required by
Laws and Regulations). This insurance shall include the interests of OWNER, CONTRACTOR,
Subcontractors, PROGRAM MANAGER, PROFESSIONAL and PROFESSIONAL's consultants in
the Work, all of whom shall be listed as insureds or additional insured parties, shall insure against
the perils of fire and extended coverage and shall include "all risk" insurance for physical loss and
damage including theft, vandalism and malicious mischief, collapse and water damage, and such
other perils as may be provided in the Supplementary Conditions, and shall include damages,
losses and expenses arising out of or resulting from any insured loss or incurred in the repair or
replacement of any insured property (including but not limited to fees and charges of
PROFESSIONALs, architects, attorneys and other PROFESSIONALs). If not covered under the "all
risk" insurance or otherwise provided in the Supplementary Conditions, CONTRACTOR shall
purchase and maintain similar property insurance on portions of the Work stored on and off the site
or in transit when such portions of the Work are to be included in an Application for Payment.
5.7. OWNER shall purchase and maintain such boiler and machinery insurance or additional
property insurance as may be required by the Supplementary Conditions or Laws and Regulations
which will include the interests of OWNER, CONTRACTOR, Subcontractors, PROFESSIONAL
AND PROFESSIONAL's consultants in the Work, all of whom shall be listed as insured or additional
insured parties.
5.8. All the policies of insurance (or the certificates or other evidence thereof) required to be
purchased and maintained by OWNER in accordance with paragraphs 5.6 and 5.7 will contain a
provision or endorsement that the coverage afforded will not be canceled or materially changed or
renewal refused until at least thirty days prior written notice has been given to CONTRACTOR by
certified mail and will contain waiver provisions in accordance with paragraph of 5.11.2.
5.9. OWNER shall not be responsible for purchasing and maintaining any property
insurance to protect the Interests of CONTRACTOR, Subcontractors or others in the Work to the
extent of any deductible amounts that are provided in the Supplementary Conditions. The risk of
loss within the deductible amount will be borne by CONTRACTOR, Subcontractor or others suffering
any such loss, and if any of them wishes property insurance coverage within the limits of such
amounts, each may purchase and maintain it at the purchaser's own expense.
5.10. If CONTRACTOR requests in writing that other special insurance be included in the
property insurance policy, OWNER shall, if possible, include such insurance, and the cost thereof
will be charged to CONTRACTOR by appropriate Change Order or Written Amendment. Prior to
commencement of the Work at the site, OWNER shall in writing advise CONTRACTOR whether or
not such other insurance has been procured by OWNER.
Waiver of Rights:
5.11.1. OWNER and CONTRACTOR waive all rights against each other for all losses and
damages caused by any of the perils covered by the policies of insurance provided in response to
paragraphs 5.6 and 5.7 and other property insurance applicable to the Work, and also waive all
such rights against the Subcontractors, PROFESSIONAL, PROFESSIONAL's consultants and all
other parties named as insureds in such policies for losses and damages so caused. As required by
paragraph 6.11, each subcontract between CONTRACTOR and a Subcontractor will contain similar
waiver provisions by the Subcontractor in favor of OWNER, CONTRACTOR, PROFESSIONAL,
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GC-14 of 52
Revision Date
August 2001
PROFESSIONAL's consultants and all other parties named as insureds. None of the above waivers
shall extend to the rights that any of the insured parties may have to the proceeds of insurance held
by OWNER as trustee or otherwise payable under any policy so issued.
5.11.2. OWNER and CONTRACTOR intend that policies provided in response to
paragraphs 5.6 and 5.7 shall protect all of the parties insured and provide primary coverage for all
losses and damages caused by the perils covered thereby. Accordingly, all such policies shall
contain provisions to the effect that in the event of payment of any loss or damage the insurer will
have no rights of recovery against any of the parties named as insureds or additional insureds, and
if the insurers require separate waiver forms to be signed by PROFESSIONAL or
PROFESSIONAL's consultant, OWNER will obtain the same, and if such waiver forms are required
of any Subcontractor, CONTRACTOR will obtain the same.
Receipt and Application of Proceeds:
5.12. Any insured loss under the policies of insurance required by paragraphs 5.6 and 5.7
will be adjusted with OWNER and made payable to OWNER as trustee for the insureds, as their
interests may appear, subject to the requirements of any applicable mortgage clause and of
paragraph 5.13. OWNER shall deposit in a separate account any money so received and shall
distribute it in accordance with such agreement as the parties in interest may reach. If no other
special agreement is reached, the damaged Work shall be repaired or replaced, the moneys so
received applied on account thereof, and the Work and the cost thereof covered by an appropriate
Change Order or Written Amendment.
Receipt and Application of Insurance Proceeds
5.13. OWNER, as trustee, shall have power to adjust and settle any loss with the insurers
unless one of the parties in interest shall object in writing within fifteen days after the occurrence of
loss to OWNER's exercise of this power. If such objection be made, OWNER, as trustee, shall make
settlement with the insurers in accordance with such agreement as the parties in interest may reach.
If required in writing by any party in interest, OWNER as trustee shall, upon the occurrence of an
insured loss, give bond for the proper performance of such duties.
Acceptance of Insurance:
5.14. If OWNER has any objection to the coverage afforded by or other provisions of the
insurance required to be purchased and maintained by CONTRACTOR in accordance with
paragraphs 5.3 and 5.4 on the basis of its not complying with the Contract Documents, OWNER
shall notify CONTRACTOR in writing thereof within ten days of the date of delivery of such
certificates to OWNER in accordance with paragraph 2.7. If CONTRACTOR has any objection to
the coverage afforded by or other provisions of the policies of insurance required to be purchased
and maintained by OWNER in accordance with paragraphs 5.6 and 5.7 on the basis of their not
complying with the Contract Documents, CONTRACTOR shall notify OWNER in writing thereof
within ten days of the date of delivery, of such certificates to CONTRACTOR in accordance with
paragraph 2.7. OWNER and CONTRACTOR shall each provide to the other such additional
information in respect of insurance provided by each as the other may reasonably request. Failure
by OWNER or CONTRACTOR to give any such notice of objection within the time provided shall
constitute acceptance of such insurance purchased by the other as complying with the Contract
Documents.
GENERAL CONDITIONS
GC-15 of 52
Revision Date
August 2001
Partial Utilization-Property Insurance:
5.15. If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to
Substantial Completion of all the Work, such use or occupancy may be accomplished in accordance
with paragraph 14.10 provided that no such use or occupancy shall commence before the insurers
providing the property insurance have acknowledged notice thereof and in writing effected the
changes in coverage necessitated thereby. The insurers providing the property insurance shall
consent by endorsement on the policy or policies, but the property insurance shall not be canceled
or lapse on account of any such partial use or occupancy.
Indemnification
5.16.1. CONTRACTOR shall indemnify and hold harmless OWNER, PROGRAM
MANAGER, and its employees and agents from and against all liabilities, claims, suits, demands,
damages, losses, and expenses, including attorneys' fees, arising out of or resulting from the
performance of its Work, provided that any such liability, claim, suit, demand, damage, loss, or
expense (a) is attributable to bodily injury, sickness, disease or death, or injury to or destruction of
tangible property, including the loss of use resulting therefrom and (b) is caused in whole or in part
by an act or omission of CONTRACTOR, any Subcontractor, anyone directly or indirectly employed
by any of them, or anyone for whose acts any of them may be liable, whether or not it is caused in
whole or in part by the negligence or other fault of a party indemnified hereunder.
5.16.2. In any and all claims against OWNER or any of its agents or employees by any
employee of CONTRACTOR, any SUBCONTRACTOR, anyone directly or indirectly employed by
any of them, or anyone for whose acts any of them may be liable, the indemnification obligation
under the previous paragraph shall not be limited in any way as to the amount or type of damages,
compensation or benefits payable by or for CONTRACTOR or any SUBCONTRACTOR under
workmen's compensation acts, disability benefit acts, or other employee benefit acts.
5.16.3. CONTRACTOR shall indemnify and hold harmless OWNER and anyone directly or
indirectly employed by it from and against all claims, suits, demands, damages, losses expenses
(including attorneys' fees) arising out of any infringement on patent or copyrights held by others and
shall defend all such claims in connection with any alleged infringement of such rights.
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GC-16 of 52
Revision Date
August 2001
ARTICLE 6--CONTRACTOR'S RESPONSIBILITIES
6.1. CONTRACTOR shall supervise and direct the Work competently and efficiently,
devoting such attention thereto and applying such skills and expertise as may be necessary to
perform the Work in accordance with the Contract Documents. CONTRACTOR shall be solely
responsible for the means, methods, techniques, sequences and procedures of construction, but
CONTRACTOR shall not be responsible for the negligence of others in the design or specification of
a specific means, method, technique, sequence or procedure of construction which is shown or
indicated in and expressly required by the Contract Documents. CONTRACTOR shall be
responsible to see that the finished Work complies accurately with the Contract Documents.
6.2. CONTRACTOR shall keep on the Work, at all times during its progress, a competent
resident superintendent, who shall not be replaced without written notice to OWNER and
PROFESSIONAL except under extraordinary circumstances. The superintendent will be
CONTRACTOR's representative at the site and shall have authority to act on behalf of
CONTRACTOR. All communications to the superintendent shall be as binding as if given to
CONTRACTOR.
Labor, Materials and Equipment:
6.3. CONTRACTOR shall provide competent, suitably qualified personnel to survey and lay
out the Work and perform construction as required by the Contract Documents. CONTRACTOR
shall at all times maintain good discipline and order at the site. Except in connection with the safety
or protection of persons or the Work or property at the site or adjacent thereto, and except as
otherwise indicated in the Contract Documents, all Work at the site shall be performed during
regular working hours, and CONTRACTOR will not permit evening work orthe performance of Work
on Saturday, Sunday or any legal holiday without OWNER's written consent given after prior written
notice to PROFESSIONAL.
6.4. Unless otherwise specified in the General Requirements, CONTRACTOR shall furnish
and assume full responsibility for all materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities and all other facilities and incidentals whether temporary or permanent
necessary for the execution, testing, initial operation, and completion of the Work as required by the
Contract Documents.
6.5. All materials and equipment shall be of good quality and new, except as otherwise
provided in the Contract Documents. If required by PROFESSIONAL, CONTRACTOR shall furnish
satisfactory evidence (including reports of required tests) as to the kind and quality of materials and
equipment. All materials and equipment shall be applied, installed, connected, erected, used,
cleaned and conditioned in accordance with the instructions of the applicable Supplier except as
otherwise provided in the Contract Documents; but no provision of any such instructions will be
effective to assign to PROFESSIONAL, or any of PROFESSIONAL's consultants, agents or
employees, any duty or authority to supervise or direct the furnishing or performance of the Work or
any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.14 or 9.15.
Adjusting Progress Schedule:
6.6. CONTRACTOR shall submit to PROFESSIONAL for acceptance to the extent
indicated in paragraph 2.9 adjustments in the progress schedule to reflect the impact thereon of
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GC-17 of 52
Revision Date
August 2001
new developments; these will conform generally to the progress schedule then in effect and
additionally will comply with any provisions of the General Requirements applicable thereto.
Substitutes or "Or-Equal" Items:
6.7.1. Whenever materials or equipment are specified or described in the Contract
Documents by using the name of a proprietary item orthe name of a particular Supplier, the naming
of the item is intended to establish the type, function and quality required. Unless the name is
followed by words indicating that no substitution is permitted, materials or equipment of other
Suppliers may be accepted by PROFESSIONAL if sufficient information is submitted by
CONTRACTOR to allow PROFESSIONAL to determine that the material or equipment proposed is
equivalent or equal to that named. The procedure for review by PROFESSIONAL will include the
following as supplemented in the General Requirements. Requests for review of substitute items of
material and equipment will not be accepted by PROFESSIONAL from anyone other than
CONTRACTOR. If CONTRACTOR wishes to furnish or use a substitute item of material or
equipment, CONTRACTOR shall make written application to PROFESSIONAL for acceptance
thereof, certifying that the proposed substitute will perform adequately the functions and achieve the
results called for by the general design, be similar and of equal substance to that specified and be
suited to the same use as that specified. The application will state that the evaluation and
acceptance of the proposed substitute will not prejudice CONTRACTOR's achievement of
Substantial Completion on time, whether or not acceptance of the substitute for use in the Work will
require a change in any of the Contract Documents (or in the provisions of any other direct contract
with OWNER for work on the Project) to adapt the design to the proposed substitute and whether or
not incorporation or use of the substitute in connection with the Work is subject to payment of any
license fee or royalty. All variations of the proposed substitute from that specified will be identified in
the application and available maintenance, repair and replacement service will be indicated. The
application will also contain an itemized estimate of all costs that will result directly or indirectly from
acceptance of such substitute, including costs of redesign and claims of other contractors affected
by the resulting change, all of which shall be considered by PROFESSIONAL. In evaluating the
proposed substitute, PROFESSIONAL may require CONTRACTOR to fumish, at CONTRACTOR's
expense, additional data about the proposed substitute.
6.7.2. If a specific means, method, technique, sequence or procedure of construction is
indicated in or required by the Contract Documents, CONTRACTOR may furnish or utilize a
substitute means, method, sequence, technique or procedure of construction acceptable to
PROFESSIONAL, if CONTRACTOR submits sufficient information to allow PROFESSIONAL to
determine that the substitute proposed is equivalent to that indicated or required by the Contract
Documents. The procedure for review by PROFESSIONAL will be similar to that provided in
paragraph 6.7.1 as applied by PROFESSIONAL and as may be supplemented in the General
Requirements.
6.7.3. PROFESSIONAL will be allowed a reasonable time within which to evaluate each
proposed substitute. PROFESSIONAL will be the sole judge of acceptability and no substitute will
be ordered, installed or utilized without PROFESSIONAL's prior written acceptance which will be
evidenced by either a Change Order or an approved Shop Drawing. OWNER may require
CONTRACTOR to furnish, at CONTRACTOR's expense, a special performance guarantee or other
surety with respect to any substitute. PROFESSIONAL will record time required by PROFESSIONAL
and PROFESSIONAL's consultants in evaluating substitutions proposed by CONTRACTOR and in
making changes in the Contract Documents occasioned thereby. Whether or not PROFESSIONAL
accepts a proposed substitute, CONTRACTOR shall reimburse OWNER for the charges of
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GC-18 of 52
Revision Date
August 2001
PROFESSIONAL and PROFESSIONAL's consultants for evaluating each proposed substitute.
Concerning Subcontractors, Suppliers and Others:
6.8.1. CONTRACTOR shall not employ any Subcontractor, Supplier or other person or
organization (including those acceptable to OWNER and PROFESSIONAL as indicated in
paragraph 6.8.2) whether initially or as a substitute, against whom OWNER or PROFESSIONAL
may have reasonable objection. CONTRACTOR shall not be required to employ any Subcontractor,
Supplier or other person or organization to furnish or perform any of the Work against whom
CONTRACTOR has reasonable objection.
6.8.2. If the Supplementary Conditions require the identity of certain Subcontractors,
Suppliers or other persons or organizations including those who are to furnish the principal items of
materials and equipment to be submitted to OWNER prior to the Effective Date of the Agreement
for acceptance by OWNER and PROFESSIONAL and if CONTRACTOR has submitted a list thereof
in accordance with the Supplementary Conditions, OWNER's or PROFESSIONAL's acceptance
(either in writing or by failing to make written objection thereto by the date indicated for acceptance
or objection in the bidding documents or the Contract Documents) of any such Subcontractor,
Supplier or other person or organization so identified may be revoked on the basis of reasonable
objection after due investigation, in which case CONTRACTOR shall submit an acceptable
substitute, the Contract Price will be increased by the difference, and the cost occasioned by such
substitution and an appropriate Change Order will be issued or Written Amendment signed. No
acceptance by OWN ER or PROFESSIONAL of any such Subcontractor, Supplier or other person or
organization shall constitute a waiver of any right of OWNER or PROFESSIONAL to reject defective
Work.
6.9. CONTRACTOR shall be fully responsible to OWNER and PROFESSIONAL for all acts
and omissions of the Subcontractors, Suppliers and other persons and organizations performing or
furnishing any of the Work under a direct or indirect contract with CONTRACTOR just as
CONTRACTOR is responsible for CONTRACTOR's own acts and omissions. Nothing in the
Contract Documents shall create any contractual relationship between OWNER or PROFESSIONAL
and any such Subcontractor, Supplier or other person or organization, nor shall it create any
obligation on the part of OWNER or PROFESSIONAL to payor to see to the payment of any
moneys due any such Subcontractor, Supplier or other person or organization except as may
otherwise be required by Laws and Regulations.
6.10. The divisions and sections of the Specifications and the identifications of any
Drawings shall not control CONTRACTOR in dividing the Work among Subcontractors or Suppliers
or delineating the Work to be performed by any specific trade.
6.11. All Work performed for CONTRACTOR by a Subcontractor will be pursuant to an
appropriate agreement between CONTRACTOR and the Subcontractor which specifically binds the
Subcontractor to the applicable terms and conditions of the Contract Documents for the benefit of
OWNER and PROFESSIONAL and contains waiver provisions as required by paragraph 5.11.
CONTRACTOR shall pay each Subcontractor a just share of any insurance moneys received by
CONTRACTOR on account of losses under policies issued pursuant to paragraphs 5.6 and 5.7.
Patent Fees and Royalties:
6.12. CONTRACTOR shall pay all license fees and royalties and assume all costs incident
to the use in the performance of the Work or the incorporation in the Work of any invention, design,
GENERAL CONDITIONS
GC-19 of 52
Revision Date
August 2001
process, product or device which is the subject of patent rights or copyrights held by others.
CONTRACTOR shall indemnify and hold harmless OWNER and PROFESSIONAL and anyone
directly or indirectly employed by either of them from and against all claims, damages, losses and
expenses including attorneys' fees and court and arbitration costs arising out of any infringement on
patent rights or copyrights incident to the use in the performance of the Work or resulting from the
incorporation in the Work of any invention, design, process, product or device not specified in the
Contract Documents, and shall defend all such claims in connection with any alleged infringement of
such rights.
Permits:
6.13. CONTRACTOR shall obtain and pay for all construction permits, licenses,
governmental charges and inspection fees, and all public utility charges which are applicable and
necessary for the execution of the Work. All permit costs shall be included in the base bid. Permits,
if any, that are provided and paid for by OWNER are listed in the Supplementary Conditions. Any
delays associated with the permitting process will be considered for time extensions only and no
damages or additional compensation for delay will be allowed.
Laws and Regulations:
6.14.1. CONTRACTOR shall give all notices and comply with all Laws and Regulations
applicable to furnishing and performance of the Work. Except where otherwise expressly required
by applicable Laws and Regulations, neither OWNER nor PROFESSIONAL shall be responsible for
monitoring CONTRACTOR's compliance with any Laws or Regulations.
6.14.2. If CONTRACTOR observes that any of the Contract Documents are contradictory to
such laws, rules, and regulations, it will notify the Project Manager promptly in writing. Any
necessary changes shall then be adjusted by an appropriate Change Order. If CONTRACTOR
performs any Work that it knows or should have known to be contrary to such laws, ordinances,
rules, and regulations and without such notice to the Project Manager, it shall bear all related costs.
Taxes:
6.15. CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to
be paid in accordance with the Laws and Regulations of the place of the Project which are
applicable during the performance of the Work.
Use of Premises:
6.16. CONTRACTOR shall confine construction equipment, the storage of materials and
equipment and the operations of workers to the Project site and land and areas identified in and
permitted by the Contract Documents and other land and areas permitted by Laws and Regulations,
rights-of-way, permits and easements. CONTRACTOR shall not unreasonably encumber the
premises with construction equipment or other materials or equipment. Any loss or damage to
CONTRACTOR's or any Subcontractor's equipment is solely at the risk of CONTRACTOR.
CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the
OWNER or occupant thereof or of any land or areas contiguous thereto, resulting from the
performance of the Work. Should any claim be made against OWNER or PROFESSIONAL by any
such OWNER or occupant because of the performance of the Work, CONTRACTOR shall promptly
attempt to settle with such other party by agreement or otherwise resolve the claim by arbitration or
at law. CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and
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GC-20 of 52
Revision Date
August 2001
hold OWNER harmless from and against all claims, damages, losses and expenses (including, but
not limited to, fees of PROFESSIONALs, architects, attorneys and other professionals and court and
arbitration costs) arising directly, indirectly or consequentially out of any action, legal or equitable,
brought by any such other party against OWNER to the extent based on a claim arising out of
CONTRACTOR's performance of the Work.
6.17. During the progress of the Work, CONTRACTOR shall keep the premises free from
accumulations of waste materials, rubbish and other debris or contaminants resulting from the
Work. At the completion of the Work, CONTRACTOR shall remove all waste materials, rubbish and
debris from and about the premises as well as all tools, appliances, construction equipment and
machinery, and surplus materials, and shall leave the site clean and ready for occupancy by
OWNER. CONTRACTOR shall restore to original condition all property not designated for alteration
by the Contract Documents.
6.18. CONTRACTOR shall not load nor permit any part of any structure to be loaded in any
manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or
adjacent property to stresses or pressures that will endanger them.
Record Documents:
6.19. Contractor shall keep at the site and in good order one record copy of the Contract
Documents and all Drawings and Specifications. These documents shall be annotated on a
continuing basis to show all changes made during the construction process. These shall be
available to PROFESSIONAL and the Project Manager and shall be submitted with the Application
for Final Payment.
Safety and Protection:
6.20. CONTRACTOR shall be responsible for initiating, maintaining and supervising all
safety precautions and programs in connection with the Work. CONTRACTOR shall assume all risk
of loss for stored equipment or materials, irrespective of whether CONTRACTOR has transferred
the title of the stored equipment or materials to OWNER. CONTRACTOR shall take all necessary
precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or
loss to:
6.20.1. all employees on the Work and other persons and organizations who may be
affected thereby;
6.20.2. all the Work and materials and equipment to be incorporated therein, whether in
storage on or off the site; and
6.20.3. other property at the site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities and Underground Facilities not designated for removal,
relocation or replacement in the course of construction.
CONTRACTOR shall comply with all applicable Laws and Regulations of any public body having
jurisdiction for the safety of persons or property or to protect them from damage, injury or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR
shall notify OWNERs of adjacent property and of Underground Facilities and utility OWNERs when
prosecution of the Work may affect them, and shall cooperate with them in the protection, removal,
relocation and replacement of their property. All damage, injury or loss to any property referred to in
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paragraph 6.20.2 or 6.20.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any
Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of
them to perform or furnish any of the Work or anyone for whose acts any of them may be liable,
shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or
Specifications or to the acts or omissions of OWNER or PROFESSIONAL or anyone employed by
either of them or anyone for whose acts either of them may be liable, and not attributable, directly or
indirectly, in whole or in part, to the fault or negligence of CONTRACTOR). CONTRACTOR's duties
and responsibilities for the safety and protection of the Work shall continue until such time as all the
Work is completed and PROFESSIONAL has issued a notice to OWNER and CONTRACTOR in
accordance, with paragraph 14.13 that the Work is acceptable (except as otherwise expressly
provided in connection with Substantial Completion).
6.21. CONTRACTOR shall designate a responsible member of its organization whose duty shall be
the prevention of accidents at the site. This person shall be CONTRACTOR's superintendent
unless otherwise designated in writing by CONTRACTOR to the Project Manager.
Emergencies:
6.22. In emergencies affecting the safety or protection of persons or the Work or property at
the site or adjacent thereto, CONTRACTOR, without special instruction or authorization from
PROFESSIONAL or OWNER, is obligated to act to prevent threatened damage, injury or loss.
CONTRACTOR shall give PROFESSIONAL prompt written notice if CONTRACTOR believes that
any significant changes in the Work or variations from the Contract Documents have been caused
thereby. If PROFESSIONAL determines that a change in the Contract Documents is required
because of the action taken in response to an emergency, a Work Change Directive or Change
Order be issued to document the consequences of the changes or variations.
6.22.1. CONTRACTOR shall immediately notify PROFESSIONAL of all events involving
injuries to any person on the Site, whether or not such person was engaged in the construction of
the Project, and shall file a written report on such person(s) and any other event resulting in property
damage of any amount within five (5) days of the occurrence.
6.22.2. If PROFESSIONAL determines that a change in the Contract Documents is required
because of the action taken by CONTRACTOR in response to such an emergency, a Change Order
will be issued to document the consequences of such action.
Shop Drawings and Samples:
6.23. After checking and verifying all field measurements, CONTRACTOR shall promptly
submit to PROFESSIONAL for approval, in accordance with the accepted schedule of submittals, all
submittals and samples required by the Contract Documents. All submittals and samples shall have
been checked by and stamped with the approval of CONTRACTOR and identified as
PROFESSIONAL may require. The data shown on or with the submittals will be complete with
respect to dimensions, design criteria, materials and any other information necessary to enable
PROFESSIONAL to review the submittal as required. At the time of each submission,
CONTRACTOR shall give notice to PROFESSIONAL of all deviations that the submittal or sample
may have from the requirements of the Contract Documents.
6.24. PROFESSIONAL shall review and approve submittals and samples. Professional's
review and approval shall be only for conformance with the design concept of the Project and
compliance with the information given in the Contract Documents. The approval of a separate item
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Revision Date
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as such will not indicate approval of the assembly in which the item functions. CONTRACTOR will
make any corrections required by PROFESSIONAL and resubmit the required number of corrected
copies until approved. CONTRACTOR's stamp of approval on any submittal or sample shall
constitute its representation to PROFESSIONAL and OWNER that CONTRACTOR has determined
and verified all quantities, dimensions, field construction criteria, materials, catalog numbers, and
similar data, and that each submittal or sample has been reviewed or coordinated with the
requirements of the Work and the Contract Documents.
6.24.1. No Work requiring a submittal or sample submission shall commence until the
submission has been approved by PROFESSIONAL. A copy of each approved submittal and each
approved sample shall be kept in good order by CONTRACTOR at the site and shall be available to
PROFESSIONAL and OWNER. Any delays associated with the submittal process will be
considered for time extensions only, and no damages or additional compensation for delay will be
allowed.
6.24.2. Before submission of each Shop Drawing or sample, CONTRACTOR shall have
determined and verified all quantities, dimensions, specified performance criteria, installation
requirements, materials, catalog numbers and similar data with respect thereto and reviewed or
coordinated each Shop Drawing or sample with other Shop Drawings and samples and with the
requirements of the Work and the Contract Documents.
6.24.3. At the time of each submission, CONTRACTOR shall give PROFESSIONAL specific
written notice of each variation that the Shop Drawings or samples may have from the requirements
of the Contract Documents, and, in addition, shall cause a specific notation to be made on each
Shop Drawing submitted to PROFESSIONAL for review and approval of each such variation.
6.26. PROFESSIONAL will review and approve with reasonable promptness Shop Drawings
and samples, but PROFESSIONAL's review and approval will be only for conformance with the
design concept of the Project and for compliance with the information given in the Contract
Documents and shall not extend to means, methods, techniques, sequences or procedures of
construction (except where a specific means, method, technique, sequence or procedure of
construction is indicated in or required by the Contract Documents) or to safety precautions or
programs incident thereto. The review and approval of a separate item as such will not indicate
approval of the assembly in which the item functions.
6.27. PROFESSIONAL's approval of submittals or samples shall not relieve CONTRACTOR
from responsibility for any variation from the requirements of the Contract Documents unless
CONTRACTOR has, in writing, called PROFESSIONAL's attention to each such variation at the
time of submission and the OWNER has given written approval to the specific deviation; any such
approval by PROFESSIONAL shall not relieve CONTRACTOR from responsibility for errors or
omissions in the submittals.
6.28. Where a shop drawing or sample is required by the Contract Documents or the
schedule of shop drawings and sample submissions accepted by PROFESSIONAL as required,
any related work performed prior to PROFESSIONAL's review and approval of the pertinent
submittal will be at the sole expense and responsibility of CONTRACTOR.
Continuing the Work:
6.30. CONTRACTOR shall carry on the Work and adhere to the progress schedule during
all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending
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Revision Date
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resolution of any disputes or disagreements, except as permitted by paragraph 15.6 or as
CONTRACTOR and OWNER may otherwise agree in writing.
Cleaning Up:
6.31. CONTRACTOR shall maintain the site free from accumulations of waste materials,
rubbish, and other debris or contaminants resulting from the work on a daily basis or as required. At
the completion of the work, CONTRACTOR shall remove all waste materials, rubbish, and debris
from the site as well as all tools, construction equipment and machinery, and surplus materials and
will leave the Site clean and ready for occupancy by OWNER. All disposal shall be in accordance
with applicable Laws and Regulations. In addition to any other rights available to OWNER under the
Contract Documents, CONTRACTOR's failure to maintain the site may result in withholding of any
amounts due CONTRACTOR. CONTRACTOR will restore to original condition those portions of the
site not designated for alteration by the Contract Documents.
Indemnification:
6.32. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall
indemnify and hold harmless OWNER, PROGRAM MANAGER and PROFESSIONAL and their
consultants, agents and employees from and against all claims, damages, losses and expenses,
direct, indirect or consequential (including but not limited to fees and charges of PROGRAM
MANAGER, PROFESSIONALs, architects, attorneys and other PROFESSIONALs and court and
arbitration costs) arising out of or resulting from the performance of the Work, provided that any
such claim, damage, loss or expense (a) is attributable to bodily injury, sickness, disease or death,
or to injury to or destruction of tangible property (other than the Work itself) including the loss of use
resulting therefrom and (b) is caused in whole or in part by any negligent act or omission of
CONTRACTOR, any Subcontractor, any person or organization directly or indirectly employed by
any of them to perform or furnish any of the Work or anyone for whose acts any of them may be
liable, regardless of whether or not it is caused in part by a party indemnified hereunder or arises by
or is imposed by Law and Regulations regardless of the negligence of any such party.
6.33. In any and all claims against OWNER, PROGRAM MANAGER or PROFESSIONAL or
any of their consultants, agents or employees by any employee of CONTRACTOR, any
Subcontractor, any person or organization directly or indirectly employed by any of them to perform
or furnish any of the Work or anyone for whose acts any of them may be liable, the indemnification
obligation under paragraph 6.32 shall not be limited in any way by any limitation on the amount or
type of damages, compensation or benefits payable by or for CONTRACTOR or any such
Subcontractor or other person or organization under workers' or workmen's compensation acts,
disability benefit acts or other employee benefit acts.
6.34. The obligations of CONTRACTOR under paragraph 6.32 shall not extend to the
liability of PROFESSIONAL, PROFESSIONAL's consultants, agents or employees arising out of the
preparation or approval of maps, drawings, opinions, reports, surveys, Change Orders, designs or
specifications.
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ARTICLE 7---0THER WORK
Related Work at Site:
7.1. OWNER may perform other work related to the Project at the site by OWNER's own
forces, have other work performed by aided OWNERs or let other direct contracts therefor which
shall contain General Conditions similar to these. If the fact that such other work is to be performed
was not noted in the Contract Documents, written notice thereof will be given to CONTRACTOR
prior to starting any such other work, and, if CONTRACTOR believes that such performance will
involve additional expense to CONTRACTOR or requires additional time and the parties are unable
to agree as to the extent thereof, CONTRACTOR may make a claim therefor as provided in Articles
11 and 12.
7.1.2. CONTRACTOR shall afford each utility OWNER and other contractor who is a party
to such a direct contract for OWNER, if OWNER is performing the additional work with OWNER's
employees, proper and safe access to the site and a reasonable opportunity for the introduction and
storage of materials and equipment and the execution of such work, and shall properly connect and
coordinate the Work with theirs. CONTRACTOR shall do all cutting, fitting and patching ofthe Work
that may be required to make its several parts come together properly and integrate with such other
work. CONTRACTOR shall 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 PROFESSIONAL
and the others whose work will be affected. The duties and responsibilities of CONTRACTOR
under this paragraph are for the benefit of such utility OWNERs and other contractors to the extent
that there are comparable provisions for the benefit of CONTRACTOR in said direct contracts
between OWNER and such utility OWNERs and other contractors.
7.2. If any part of CONTRACTOR's Work depends for proper execution or results upon the
work of any such other contractor or utility OWNER (or OWNER), CONTRACTOR shall inspect and
promptly report to PROFESSIONAL in writing any delays, defects or deficiencies in such work that
render it unavailable or unsuitable for such proper execution and results. CONTRACTOR's failure
so to report will constitute an acceptance of the other work as fit and proper for integration with
CONTRACTOR's Work except for latent or nonapparent defects and deficiencies in the other work.
Coordination:
7.4. If OWN ER contracts with others for the performance of other work on the Project at the
site, the person or organization who will have authority and responsibility for coordination of the
activities among the various prime contractors will be identified in the Supplementary Conditions,
and the specific matters to be covered by such authority and responsibility will be itemized, and the
extent of such authority and responsibilities will be provided in the Supplementary Conditions.
Unless otherwise provided in the Supplementary Conditions, neither OWNER nor PROFESSIONAL
shall have any authority or responsibility in respect of such coordination.
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ARTICLE 8--0WNER'S RESPONSIBILITIES
8.1. Except as otherwise provided in these General Conditions, OWNER shall issue all
communications to CONTRACTOR through the PROGRAM MANAGER or PROFESSIONAL.
8.2. In case of termination of the employment of PROFESSIONAL, OWNER shall appoint a
PROFESSIONAL against whom CONTRACTOR makes no reasonable objection, whose status
under the Contract Documents shall be that of the former PROFESSIONAL. Any dispute in
connection with such appointment shall be subject to arbitration.
8.3. OWNER shall furnish the data required of OWNER under the Contract Documents
promptly and shall make payments to CONTRACTOR promptly after they are due as provided in
paragraphs 14.4 and 14.13.
8.4. OWNER's duties in respect of providing lands and easements and providing
Engineering surveys to establish reference points are set forth in paragraphs 4.1 and 4.4. Paragraph
4.2 refers to OWNER's identifying and making available to CONTRACTOR copies of reports of
explorations and tests of subsurface conditions at the site and in existing structures which have
been utilized by PROFESSIONAL in preparing the Drawings and Specifications.
8.5. OWNER's responsibilities in respect of purchasing and maintaining liability and property
insurance are set forth in paragraphs 5.5 through 5.8.
8.6. OWNER is obligated to execute Change Orders as indicated in paragraph 10.3.
8.7. OWNER's responsibility in respect of certain inspections, tests and approvals is set
forth in paragraph 13.4.
8.8. In connection with OWNER's right to stop Work or suspend Work, see paragraphs
13.10 and 15.1. Paragraph 15.2 deals with OWNER's right to terminate services of CONTRACTOR
under certain circumstances.
ARTICLE 9---PROFESSIONAL'S STATUS DURING CONSTRUCTION
OWNER's Representative:
9.1. PROFESSIONAL will be OWNER's representative during the construction period. The
duties and responsibilities and the limitations of authority of PROFESSIONAL as OWNER's
representative during construction are set forth in the Contract Documents and shall not be
extended without written consent of OWNER and PROFESSIONAL.
Visits to Site:
9.2. PROFESSIONAL will make visits to the site at intervals appropriate to the various
stages of construction to observe the premises and quality of the executed Work and to determine,
in general, if the Work is proceeding in accordance with the Contract Documents. PROFESSIONAL
will not be required to make exhaustive or continuous on-site inspections to check the quality or
quantity of the Work. PROFESSIONAL's efforts will be directed toward providing for OWNER a
greater degree of confidence that the completed Work will conform to the Contract Documents. On
the basis of such visits and on-site observations as an experienced and qualified design
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Revision Date
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PROFESSIONAL, PROFESSIONAL will keep OWNER informed of the progress of the Work and
will endeavor to guard OWNER against defects and deficiencies in the Work.
Project Representation:
9.3. If OWNER and PROFESSIONAL agree, PROFESSIONAL will furnish a Resident
Project Representative to assist PROFESSIONAL in observing the performance of the Work. The
duties, responsibilities and limitations of authority of any such Resident Project Representative and
assistants will be as provided in the Supplementary Conditions. If OWNER designates another
agent to represent OWNER at the site who is not PROFESSIONAL's agent or employee, the duties,
responsibilities and limitations of authority of such other person will be as provided in the
Supplementary Conditions.
Clarifications and Interpretations:
9.4. PROFESSIONAL shall issue such written clarifications or interpretations of the
Contract Documents (in the form of Drawings or otherwise) as may be determined necessary, or as
reasonably requested by CONTRACTOR, which shall be consistent with or reasonably inferable
from the overall intent of the Contract Documents. If CONTRACTOR believes that a written
clarification and interpretation entitles it to an increase in the Contract Price and/or Contract Time,
CONTRACTOR may make a claim as provided for in Articles 11 or 12.
Authorized Variations in Work:
9.5. PROFESSIONAL may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are consistent with the overall intent of the Contract Documents. These may be
accomplished by a Field Order and will be binding on OWNER and also on CONTRACTOR who
shall perform the Work involved promptly. If CONTRACTOR believes that a Field Order justifies an
increase in the Contract Price or an extension of the Contract Time and the parties are unable to
agree as to the amount or extent thereof, CONTRACTOR may make a claim therefor as provided in
Article 11 or 12.
Rejecting Defective Work:
9.6. PROFESSIONAL will have authority to disapprove or reject Work which
PROFESSIONAL believes to be defective and will also have authority to require special inspection
or testing of the Work as provided in paragraph 13.9, whether or not the Work is fabricated, installed
or completed.
Shop Drawings, Change Orders and Payments:
9.7. In connection with PROFESSIONAL's responsibility for Shop Drawings and samples,
see paragraphs 6.23 through 6.29 inclusive.
9.8. In connection with PROFESSIONAL's responsibilities as to Change Orders, see Articles
10,11and12.
9.9. In connection with PROFESSIONAL's responsibilities in respect of Applications for
Payment, etc., see Article 14.
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Revision Date
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Determinations for Unit Prices:
9.10. PROFESSIONAL will determine the actual quantities and classifications of Unit Price
Work performed by CONTRACTOR. PROFESSIONAL will review with CONTRACTOR
PROFESSIONAL's preliminary determinations on such matters before rendering a written decision
thereon (by recommendation of an Application for Payment or otherwise). PROFESSIONAL's written
decisions thereon will be final and binding upon OWNER and CONTRACTOR, unless, within ten
days after the date of any such decision, either OWNER or CONTRACTOR delivers to the other
party to the Agreement and to PROFESSIONAL written notice of intention to appeal from such a
decision.
Decisions on Disputes:
9.11. PROFESSIONAL will be the initial interpreter of the requirements of the Contract
Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other
matters relating to the acceptability of the Work or the interpretation of the requirements of the
Contract Documents pertaining to the performance and furnishing of the Work and claims under
Articles 11 and 12 in respect of changes to the Contract Price or Contract Time will be referred
initially to PROFESSIONAL in writing with a request for a formal decision in accordance with this
paragraph, which PROFESSIONAL will render in writing within a reasonable time. Written notice of
each such claim, dispute and other matter will be delivered by the claimant to PROFESSIONAL and
the other party to the Agreement promptly (but in no event later than thirty days after the occurrence
of the event giving rise thereto) and written supporting data will be submitted to PROFESSIONAL
and the other party within sixty days after such occurrence unless PROFESSIONAL allows an
additional period of time to ascertain more accurate data in support of the claim.
9.12. When functioning as interpreter and judge under paragraphs 9.10 and 9.11,
PROFESSIONAL will not show partiality to OWNER or CONTRACTOR and will not be liable in
connection with any interpretation or decision rendered in good faith in such capacity. The rendering
of a decision by PROFESSIONAL pursuant to paragraphs 9.10 and 9.11 with respect to any such
claim, dispute or other matter (except any which have been waived by the making or acceptance of
final payment as provided in paragraph 14.16) will be a condition precedent to any exercise by
OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the
Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter.
Limitations on PROFESSIONAL's Responsibilities:
9.13. Neither PROFESSIONAL's authority to act under this Article or elsewhere in the
Contract Documents nor any decision made in good faith to exercise such authority shall give rise to
any duty or responsibility of PROFESSIONAL to CONTRACTOR, any Subcontractor, any of their
agents or employees.
9.14. PROFESSIONAL shall not be responsible for the construction means, methods,
techniques, sequences, or procedures or the safety precautions and programs used.
PROFESSIONAL shall not be responsible for CONTRACTOR's failure to perform the Work in
accordance with the Contract Documents.
9.15. PROFESSIONAL shall not be responsible for the acts or omissions of
CONTRACTOR, any Subcontractors, any agents or employees, or any other persons performing
any of the Work.
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ARTICLE 10--CHANGES IN THE WORK
10.1. Without invalidating the Contract, OWNER may at any time or from time to time order
additions, deletions, or revisions in the Work. The OWNER shall provide CONTRACTOR with a
proposal request, identifying the Work to be added, deleted or revised. Upon receipt,
CONTRACTOR shall promptly submit a written proposal for the changed work prepared in
accordance with Articles 11 and 12. If the proposal request calls only for the deletion of Work, the
OWNER may order the partial suspension of any Work related to the proposed deletion, in which
case CONTRACTOR must cease performance as directed; CONTRACTOR shall not be entitled to
claim lost profits on deleted work. All changed Work shall be executed under the applicable
conditions of the Contract Documents.
10.2. Additional Work performed by CONTRACTOR without authorization of a Change Order
will not entitle CONTRACTOR to an increase in the Contract Price or an extension of the Contract
Time, except in the case of an emergency as provided in Article 6. The effect of this paragraph shall
remain paramount and shall prevail irrespective of any conflicting provisions contained in these
Contract Documents.
10.3. Upon agreement as to changes in the Work to be performed, Work performed in an
emergency as provided in Article 6, and any other claim of CONTRACTOR for a change in the
Contract Time or the Contract Price, PROFESSIONAL will prepare a written Change Order to be
signed by PROFESSIONAL and CONTRACTOR and submitted to OWNER for approval.
10.4. In the absence of an agreement as provided in 10.3, OWNER may, at its sole
discretion, issue a Work Change Directive to CONTRACTOR. Pricing ofthe Work Change Directive
will be in accordance with Section 11.3. The Work Change Directive will specify a price, and if
applicable a time extension, determined to be reasonable by OWNER. If CONTRACTOR fails to
sign such Work Change Directive, CONTRACTOR may submit a claim in accordance with Articles
11 and 12, but CONTRACTOR shall nevertheless be obligated to fully perform the work as directed
by the Work Change Directive.
10.5. CONTRACTOR shall proceed diligently with performance of the Work as directed by
OWNER, regardless of pending claim actions, unless otherwise agreed to in writing.
10.6. If notice of any change affecting the general scope of the Work orthe provisions of the
Contract Documents (including, but not limited to, Contract Price or Contract Time) is required by the
provisions of any Bond to be given to a surety, the giving of any such notice will be
CONTRACTOR's responsibility, and the amount of each applicable Bond will be adjusted
accordingly.
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Revision Date
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ARTICLE 11-CHANGE OF CONTRACT PRICE
11.1. The Contract Price constitutes the total compensation (subject to written authorized
adjustments) payable to CONTRACTOR for performing the Work. All duties, responsibilities and
obligations assigned to or undertaken by CONTRACTOR shall be at CONTRACTOR's expense
without change in the Contract Price.
11.2. The Contract Price may only be changed by a Change Order or by a Written
Amendment. Any claim for an increase or decrease in the Contract Price shall be based on written
notice delivered by the party making the claim to the other party and to PROFESSIONAL promptly
(but in no event later than thirty days) after the occurrence of the event giving rise to the claim and
stating the general nature of the claim. Notice of the amount of the claim with supporting data shall
be delivered within sixty days after such occurrence (unless PROFESSIONAL allows an additional
period of time to ascertain more accurate data in support of the claim) and shall be accompanied by
claimant's written statement that the amount claimed covers all known amounts (direct, indirect and
consequential) to which the claimant is entitled as a result of the occurrence of said event. All claims
for adjustment in the Contract Price shall be determined by PROFESSIONAL in accordance with
paragraph 9.11 if OWNER and CONTRACTOR cannot otherwise agree on the amount involved. No
claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this
paragraph 11.2.
11.3. The value of any Work covered by a Change Order or of any claim for an adjustment
in the Contract Price will be determined by the following procedures:
11.3.1. Designated Unit Price (Field Measure). CONTRACTOR and OWNER recognize and
acknowledge that the quantities shown for those items designated in the Bid Proposal as unit price
items are approximations prepared by OWNER for bid purposes and that the actual compensation
payable to CONTRACTOR for the utilization of such items is based upon the application of unit
prices to the actual quantities of items involved as measured in the field and required to complete
the Work as originally defined in the Contract Documents.
11.3.2. When it is determined by OWNER that an addition, deletion, or revision to the Work,
as defined in these Contract Documents, is required and affects the quantities required for items
designed in the Bid Proposal as unit price items, CONTRACTOR and OWNER agree that the
compensation payable to CONTRACTOR for such unit price items shall be adjusted accordingly by
a Change Order based upon the application of the appropriate unit prices shown in the Bid Proposal
to the quantity of the unit price item required to complete the Work as defined in the Contract
Documents.
11.3.3. Other Unit Prices. For items not designated in the bid proposal as unit prices,
OWNER and CONTRACTOR may establish unit prices as agreed on by Change Order.
11.3.4. Lump Sum. When it is determined by OWNER that an addition, deletion or revision to
the Work is required which results in a change in Work designated in the Bid Proposal as a lump
sum item, the amount of increase or decrease in the lump sum price shall be established by mutual
agreement of the parties.
11.3.5. If the pricing methods specified in 11.3 are inapplicable, or if the parties are unable to
agree on a price for the changed work, a reasonable price for the same shall be established by
OWNER in accordance with 11.4 and 11.5. OWNER shall then process a unilateral Change Order,
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Revision Date
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specifying the said reasonable price, in accordance with 11.4 through 11.6. CONTRACTOR shall
perform the Work as directed in the Change Order.
11.3.6. Failure on the part of CONTRACTOR to construct any item to plan or authorized
dimensions within the specification tolerances shall result in: reconstruction to acceptable tolerances
at no additional costs to OWNER; acceptance at no pay; or acceptance at reduced final pay quantity
or reduced unit price, all at the discretion of OWNER. Determinations of aggregate monetary
change for items identified as lump sum quantities shall be made by OWNER based upon an
analysis of the scope of CONTRACTOR's failure to construct to plan or authorized dimensions.
Cost of the Work:
11.4. The term Cost of the Work means the sum of all costs necessarily incurred and paid
by CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to in
writing by OWNER, such costs shall be in amounts no higher than those prevailing in the locality of
the Project, shall include only the following items and shall not include any of the costs itemized in
paragraph 11.5:
11.4.1. Payroll costs for employees in the direct employ of CONTRACTOR in the
performance of the Work under schedules of job classifications agreed upon by OWNER and
CONTRACTOR. Payroll costs for employees not employed full time on the Work shall be
apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be
limited to, salaries and wages plus the cost of fringe benefits which shall include social security
contributions, unemployment, excise and payroll taxes, workers' or workmen's compensation, health
and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. Such
employees shall include superintendents and foremen at the site. The expenses of performing Work
after regular working hours, on Saturday, Sunday or legal holidays, shall be included in the above to
the extent authorized by OWNER.
11.4.2. Cost of all materials and equipment furnished and incorporated in the Work,
including costs of transportation and storage thereof, and Suppliers' field services required in
connection therewith. All cash discounts shall accrue to CONTRACTOR unless OWNER deposits
funds with CONTRACTOR with which to make payments, in which case the cash discounts shall
accrue to OWNER. Trade discounts, rebates and refunds and all returns from sale of surplus
materials and equipment shall accrue to OWNER, and CONTRACTOR shall make provisions so
that they may be obtained.
11.4.3. Payments made by CONTRACTOR to the Subcontractors for Work performed by
Subcontractors. If required by OWNER, CONTRACTOR shall obtain competitive bids from
Subcontractors acceptable to CONTRACTOR and shall deliver such bids to OWNER who then
determines, with the advice of PROFESSIONAL, which bids will be accepted. If a 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 shall be determined in the same manner as CONTRACTOR's
Cost of the Work. All subcontracts shall be subject to the other provisions of the Contract
Documents insofar as applicable.
11.4.4. Costs of special consultants (including but not limited to engineers, architects,
testing laboratories, surveyors, attorneys and accountants) employed for services specifically related
to the Work.
11.4.5. Supplemental costs including the following:
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Revision Date
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11.4.5.1. The proportion of necessary transportation, travel and subsistence expenses of
CONTRACTOR's employees incurred in discharge of duties connected with the Work.
11.4.5.2. Cost, including transportation and maintenance, of all materials, supplies,
equipment, machinery, appliances, office and temporary facilities at the site and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost less market
value of such items used but not consumed which remain the property of CONTRACTOR.
11.4.5.3. Rentals of all construction equipment and machinery and the parts thereof whether
rented from CONTRACTOR or others in accordance with rental agreements approved by OWNER
with the advice of PROFESSIONAL, and the costs of transportation, loading, unloading, installation,
dismantling and removal thereof-all in accordance with terms of said rental agreements. The rental
of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary
for the Work.
11.4.5.4. Sales, consumer, use or similar taxes related to the Work, and for which
CONTRACTOR is liable, imposed by Laws and Regulations.
11.4.5.5. Deposits lost for causes other than negligence of CONTRACTOR, any
Subcontractor or anyone directly or indirectly employed by any of them or for whose acts any of
them may be liable, and royalty payments and fees for permits and licenses.
11.4.5.6. Losses and damages (and related expenses), not compensated by insurance or
otherwise, to the Work or otherwise sustained by CONTRACTOR in connection with the
performance and furnishing of the W ork (except losses and damages within the deductible amounts
of property insurance established by OWNER in accordance with paragraph 5.6) provided they have
resulted from causes other than the negligence of CONTRACTOR, 'any Subcontractor, or anyone
directly or indirectly employed by any of them or for whose acts any of them may be liable. Such
losses shall include settlements made with the written consent and approval of OWNER. No such
losses, damages and expenses shall be included in the Cost of the Work for the purpose of
determining CONTRACTOR's Fee. If, however, any such loss or damage requires reconstruction
and CONTRACTOR is placed in charge thereof, CONTRACTOR shall be paid for services a fee
proportionate to that stated in paragraph 11.6.2.
11.4.5.7. The cost of utilities, fuel and sanitary facilities at the site.
11.4.5.8. Minor expenses such as telegrams, long distance telephone calls, telephone
service at the site, expressage and similar petty cash items in connection with the Work.
11.4.5.9. Cost of premiums for additional Bonds and insurance required because of
changes in the Work and premiums of property insurance coverage within the limits of the
deductible amounts established by OWNER in accordance with paragraph 5.6.
11.5. The term Cost of the Work shall not include any of the following:
11.5.1. Payroll costs and other compensation of CONTRACTOR's officers, executives,
principals (of partnership and sole proprietorships), general managers, engineers, architects,
estimators, attorneys, auditors, accountants, purchasing and contracting agents, expeditors,
timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in
CONTRACTOR's principal or a branch office for general administration of the Work and not
specifically included in the agreed upon schedule of job classifications referred to in paragraph
11.4.1 or specifically covered by paragraph 11.4.4-all of which are to be considered administrative
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costs covered by CONTRACTOR's Fee.
11.5.2. Expenses of CONTRACTOR's principal area branch offices other than
CONTRACTOR's office at the site.
11.5.3. Any part of CONTRACTOR's capital expenses, including interest on
CONTRACTOR'S capital used for the Change Order Work and charges against CONTRACTOR for
delinquent payments.
11.5.4. Cost of premiums for all Bonds and for all insurance whether or not CONTRACTOR
is required by the Contract Documents to purchase and maintain the same (except for the cost of
premiums covered by subparagraph 11.4.5.9 above).
11.5.5. Costs due to the negligence of CONTRACTOR, any Subcontractor, or anyone
directly or indirectly, employed by any of them or for whose acts any of them may be liable, including
but not limited to, the correction of defective Work, disposal of materials or equipment wrongly
supplied and making good any damage to property.
11.5.6. Other overhead or general expense costs of any kind and the costs of any item not
specifically and expressly included in paragraph 11.4.
CONTRACTOR's Fee:
11.6. CONTRACTOR's Fee allowed to CONTRACTOR for overhead and profit shall be
determined as follows:
11.6.1. a mutually acceptable fixed fee, or if none can be agreed upon;
11.6.2. a fee based on the following percentages of the various portions of the Cost of the
Work:
11.6.2.1. for costs incurred under paragraphs 11.4.1 and 11.4.2, CONTRACTOR's Fee shall
be fifteen percent,
11.6.2.2. for costs incurred under paragraph 11.4.3, CONTRACTOR's Fee shall five
percent; and if a subcontract is on the basis of Cost ofthe Work Plus a Fee, the maximum allowable
to CONTRACTOR on account of overhead and profit of all Subcontractors shall be fifteen percent,
11.6.2.3. no fee shall be payable on the basis of costs itemized under paragraphs 11.4.4,
11.4.5 and 11.3,
11.6.2.4. the amount of credit to be allowed by CONTRACTOR to OWNER for any such
change which results in a net decrease in cost will be the amount of the actual net decrease plus a
deduction in CONTRACTOR's Fee by an amount equal to ten percent of the net decrease, and
11.6.2.5. when both additions and credits are involved in anyone change, the adjustment in
CONTRACTOR's Fee shall be computed on the basis of the net change in accordance with
paragraphs 11.6.2.1 through 11.6.2.4, inclusive.
11.7. For all changes, CONTRACTOR shall submit an itemized cost breakdown, together
with supporting data in such detail and form as prescribed by the Project Manager. When a credit is
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due, the amount of credit to be allowed by CONTRACTOR to OWNER for any such change which
results in a net decrease in cost will be the amount of the actual net decrease in direct cost as
determined by the Project Manager, plus the applicable reduction in overhead and profit. When
both additions and credits are involved in any change, the combined overhead and profit shall be
calculated on the basis of the net change, whether an increase or decrease. In any event, the
minimum detail shall be an itemization of all man-hours required by discipline/trade with the unit cost
per man-hour and total labor price, labor burden, equipment hours and rate for each piece of
equipment, material by units of measure and price per unit, other costs specifically itemized, plus the
overhead and profit markup.
Cash Allowances:
11.8. It is understood that CONTRACTOR has included in the Contract Price all allowances
so named in the Contract Documents and shall cause the Work so covered to be done by such
Subcontractors or Suppliers and for such sums within the limit of the allowances as may be
acceptable to PROFESSIONAL CONTRACTOR agrees that:
11.8.1. The allowances include the cost to CONTRACTOR (less any applicable trade
discounts) of materials and equipment required by the allowances to be delivered at the site and all
applicable taxes; and
11.8.2. CONTRACTOR's costs for unloading and handling on the site, labor, installation
costs, overhead, profit and other expenses contemplated for the allowances have been included in
the Contract Price and not in the allowances. No demand for additional payment on account of any
thereof will be valid.
Prior to final payment, an appropriate Change Order will be issued as recommended by
PROFESSIONAL to reflect actual amounts due CONTRACTOR on account of Work covered by
allowances, and the Contract Price shall be correspondingly adjusted.
Unit Price Work:
11.9.1. Where the Contract Documents provide that all or part of the Work is to be Unit
Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount
equal to the sum of the established unit prices for each separately identified item of Unit Price Work
times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of
items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids
and determining an initial Contract Price. Determinations of the actual quantities and classifications
of Unit Price Work performed by CONTRACTOR will be made by PROFESSIONAL in accordance
with Paragraph 9.10.
11.9.2. Each unit price will be deemed to include an amount considered by CONTRACTOR
to be adequate to cover CONTRACTOR's overhead and profit for each separately identified item.
11.9.3. Where the quantity of any item of Unit Price Work performed by CONTRACTOR
differs materially and significantly from the estimated quantity of such item indicated in the
Agreement and there is no corresponding adjustment with respect to any other item of Work and if
CONTRACTOR believes that CONTRACTOR has incurred additional expense as a result thereof,
CONTRACTOR may make a claim for an increase in the Contract Price in accordance with Article
11 if the parties are unable to agree as to the amount of any such increase.
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ARTICLE 12--CHANGE OF CONTRACT TIME
12.1. The Contract Time may only be changed by a Change Order. Any request for an
extension in the Contract Time shall be made in writing and delivered to PROFESSIONAL and
OWNER within seven (7) calendar days of the occurrence first happening and resulting in the claim.
Written supporting data will be submitted to PROFESSIONAL and OWNER within fifteen (15)
calendar days after such occurrence unless the OWNER allows additional time. All claims
submitted by CONTRACTOR for adjustments to the Contract Time must set forth in detail the
reasons for and causes of the delay and clearly indicate why the subject delay was beyond
CONTRACTOR's control or fault.
12.2. If CONTRACTOR is delayed at any time in the performance, progress,
commencement, or completion of the Work by any act or neglect of OWNER or PROFESSIONAL,
or by an employee of either, or by any separate CONTRACTOR employed by OWNER, or by
changes ordered in the Work, or by labor disputes, fire, unavoidable casualties, utility conflicts which
could not have been identified or foreseen by CONTRACTOR using reasonable diligence, or any
causes beyond CONTRACTOR's control or fault, then the Contract Time shall be extended by
Change Order for such reasonable time as OWNER may determine. CONTRACTOR shall be
entitled to an extension of time for such causes only for the number of days of delay which OWNER
may determine to be due solely to such causes and only to the extent such occurrences actually
delay the completion of the Work and then only if CONTRACTOR shall have strictly complied with
all the requirements ofthe Contract Documents. Provided, however, notwithstanding anything in the
Contract Documents to the contrary, no interruption, interference, inefficiency, suspension or delay
in the performance, progress, commencement or completion of the Work for any cause whatsoever,
including those for which OWNER or PROFESSIONAL may be responsible in whole or in part, shall
relieve CONTRACTOR of its duty to perform or give rise to any right to damages or additional
compensation from OWNER. CONTRACTOR's sole and exclusive remedy against OWNER for
interruption, interference, inefficiency, suspension or delay of any aspect of the Work shall be the
right to seek an extension to the Contract Time in accordance with the procedures set forth herein.
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ARTICLE 13--WARRANTY AND GUARANTEE; TESTS AND INSPECTIONS: CORRECTION,
REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK
Warranty and Guarantee:
13.1. CONTRACTOR warrants and guarantees to OWNER that all materials and equipment
will be new unless otherwise specified and that all work will be of good quality, performed in a
workmanlike manner, free from faults or defects, and in accordance with the requirements of the
Contract Documents and any inspections, tests, or approvals referred to in this Article. All
unsatisfactory Work, all faulty Work and all Work not conforming to the requirements ofthe Contract
Documents or such inspections, tests, approvals, or all applicable building, construction and safety
requirements shall be considered defective. Notice of all defects shall be given to CONTRACTOR
by PROFESSIONAL. All defective work, whether or not in place, may be rejected, corrected, or
accepted as provided in this Article.
Access to Work:
13.2. For the duration of the Work, PROFESSIONAL and its representatives, other
designated representatives of OWNER, and authorized representatives of any regulatory agency
shall at all times be given access to the Work. CONTRACTOR shall provide proper facilities for
such access and observation of the Work and also for any inspection or testing by others.
Tests and Inspections:
13.3. If the Contract Documents, laws, ordinances, rules, regulations or orders of any public
authority having jurisdiction require any Work to specifically be inspected, tested, or approved by
someone other than CONTRACTOR, CONTRACTOR shall give PROFESSIONAL timely notice of
readiness therefore.
13.4. The testing firm(s) (if assigned by OWNER to this Work) and all such inspections,
tests, or approvals provided for by OWNER shall be identified in writing by PROFESSIONAL to
CONTRACTOR. All other inspections, tests or approvals shall be at CONTRACTOR's expense
including additional expenses for inspection and tests required as a result of delays by
CONTRACTOR or hours worked in excess of 40 hours per week. For all required inspections, tests,
and approvals on anyWork prepared, performed, or assembled away from the site, CONTRACTOR
will furnish PROFESSIONAL with the required Certificates of Inspection, testing, or approval. All
such tests will be in accordance with the methods prescribed by the American Society for Testing
and Materials or such other applicable organizations as may be required by law or the Contract
Documents. Materials or Work in place that fail to pass acceptability tests shall be retested at the
direction of PROFESSIONAL and at CONTRACTOR's expense.
13.5. All inspections, tests or approvals other than those required by Laws or Regulations of
any public body having jurisdiction shall be performed by organizations acceptable to OWNER and
CONTRACTOR (or by PROFESSIONAL if so specified).
13.6. If any Work (including the work of others) that is to be inspected, tested or approved is
covered without written concurrence of PROFESSIONAL, it must, if requested by PROFESSIONAL,
be uncovered for observation. Such uncovering shall be at CONTRACTOR's expense unless
CONTRACTOR has given PROFESSIONAL timely notice of CONTRACTOR's intention to cover the
same and PROFESSIONAL has not acted with reasonable promptness in response to such notice.
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13.7. Neither observations by PROFESSIONAL or Project Manager nor inspections, tests,
or approvals by persons other than CONTRACTOR shall relieve CONTRACTOR of its obligations to
perform the Work in accordance with the requirements of the Contract Documents.
Uncovering Work:
13.8. If any Work required to be inspected, tested or approved is covered prior thereto
without the prior written approval of PROFESSIONAL, or if any Work is covered contrary to the
request of PROFESSIONAL, the Work shall, if requested by PROFESSIONAL, be uncovered for
observation, inspection, testing or approval and replaced at CONTRACTOR's expense.
13.9. If PROFESSIONAL considers it necessary or advisable that covered Work be
observed by PROFESSIONAL or inspected or tested by others, CONTRACTOR, at
PROFESSIONAL's request, shall uncover, expose or otherwise make available for observation,
inspection or testing as PROFESSIONAL may require, that portion of the Work in question,
furnishing all necessary labor, material and equipment. If it is found that such Work is defective,
CONTRACTOR shall bear all direct and consequential costs of such uncovering, exposure,
observation, inspection and testing and of satisfactory reconstruction (including but not limited to
fees and charges of PROFESSIONALs, architects, attorneys and other PROFESSIONALs), and
OWNER shall be entitled to an appropriate decrease in the Contract Price and, if the parties are
unable to agree as to the amount thereof, OWNER may make a claim therefor as provided in Article
11. If, however, such Work is not found to be defective, CONTRACTOR shall be allowed an
increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to
such uncovering, exposure, observation, inspection, testing and reconstruction, and, if the parties
are unable to agree as to the amount or extent thereof, CONTRACTOR may make a claim therefor
as provided in Articles 11 and 12.
OWNER May Stop the Work:
13.10. When Work is defective or when CONTRACTOR fails to supply sufficient skilled
workmen or suitable materials or equipment or make prompt payments to Subcontractors for labor,
materials, or equipment or if CONTRACTOR violates any provisions of these Contract Documents,
OWNER may order CONTRACTOR to stop the Work until the cause for such order has been
eliminated. However, this right of OWNER to stop the Work shall not give rise to any duty on the
part of OWNER to exercise this right for the benefit of CONTRACTOR or any other party.
CONTRACTOR shall have no right to claim an increase in the Contract Price or Contract Time or
other damages for a stop work order under this paragraph.
Correction or Removal of Defective Work:
13.11. When directed by PROFESSIONAL, CONTRACTOR shall promptly, without cost to
OWNER and as specified by PROFESSIONAL, either correct the defective Work whether
fabricated, installed, or completed, or remove it from the site and replace it with non-defective Work.
If CONTRACTOR does not correct such defective Work or remove and replace such defective
Work within a reasonable time, as specified in a written notice from PROFESSIONAL, OWNER may
have the deficiency corrected. All direct and indirect costs of such correction shall be paid by
CONTRACTOR or deducted from payment to CONTRACTOR. CONTRACTOR will also bear the
expense of correcting or removing and replacing all Work of others destroyed or damaged by the
correction, removal, or replacement of the defective Work.
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One Year Correction Period:
13.12. If, after approval of final payment and prior to the expiration of one year after the date
of substantial completion or such longer period of time as may be prescribed by law or by the terms
of any applicable special guarantee required by the Contract Documents, any Work or materials are
found to be defective, incomplete, or otherwise not in accordance with the Contract Documents,
CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER's written
instructions, either correct such defective Work or if it has been rejected by OWNER, remove itfrom
the Site and replace it with non-defective Work. If CONTRACTOR does not promptly comply with
the terms of such instructions, OWNER may have the defective Work corrected, removed, or
replaced. All direct, indirect and consequential costs of such removal and replacement (including
but not limited to fees and charges of engineers, architects, attorneys and other professionals) will
be paid by CONTRACTOR.
Acceptance of Defective Work:
13.13. If, instead of requiring correction or removal and replacement of defective Work,
OWNER (and, prior to PROFESSIONAL's recommendation of final payment, PROFESSIONAL)
prefers to accept it, OWNER may do so. CONTRACTOR shall bear all direct, indirect and
consequential costs attributable to OWNER's evaluation of and determination to accept such
defective Work (such costs to be approved by PROFESSIONAL as to reasonableness and to
include but not be limited to fees and charges of engineers, architects, attorneys and other
professionals). If any such acceptance occurs prior to PROFESSIONAL's recommendation of final
payment, a Change Order will be issued incorporating the necessary revisions in the Contract
Documents with respect to the Work, and OWNER shall be entitled to an appropriate decrease in
the Contract Price, and, if the parties are unable to agree as to the amount thereof, OWNER may
make a claim therefor as provided in Article 11. If the acceptance occurs after such
recommendation, an appropriate amount will be paid by CONTRACTOR to OWNER.
OWNER May Correct Defective Work:
13.14. If CONTRACTOR fails within a reasonable time after written notice of
PROFESSIONAL to proceed to correct defective Work or to remove and replace rejected Work as
required by PROFESSIONAL in accordance with paragraph 13.11, or if CONTRACTOR fails to
perform the Work in accordance with the Contract Documents, or if CONTRACTOR falls to comply
with any other provision of the Contract Documents, OWNER may, after seven days' written notice
to CONTRACTOR, correct and remedy any such deficiency. In exercising the rights and remedies
under this paragraph, OWNER shall proceed expeditiously, to the extent necessary to complete
corrective and remedial action. OWNER may exclude CONTRACTOR from all or part of the site,
take possession of all or part of the Work, and suspend CONTRACTOR's services related thereto,
take possession of CONTRACTOR's tools, appliances, construction equipment and machinery at
the site and incorporate in the Work all materials and equipment stored at the site or for which
OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow
OWNER, OWNER's representatives, agents and employees such access to the site as may be
necessary to enable OWNER to exercise the rights and remedies under this paragraph. All direct,
indirect and consequential costs of OWNER in exercising such rights and remedies will be charged
against CONTRACTOR in an amount approved as to reasonableness by PROFESSIONAL, and a
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Revision Date
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Change Order will be issued incorporating the necessary revisions in the Contract Documents with
respect to the Work, and OWNER shall be entitled to an appropriate decrease in the Contract Price,
and, if the parties are unable to agree as to the amount thereof, OWNER may make a claim therefor
as provided in Article 11. Such direct, indirect and consequential costs will include, but not be limited
to, fees and charges of engineers, architects, attorneys and other professionals, all court costs and
all costs of repair and replacement of work of others destroyed or damaged by correction, removal
or replacement of CONTRACTOR's defective Work. CONTRACTOR shall not be allowed an
extension of the Contract Time because of any delay in performance of the Work attributable to the
exercise by OWNER of OWNER's rights and remedies hereunder.
Neglected Work by CONTRACTOR
13.15. If CONTRACTOR neglects to execute the Work in accordance with the Contract
Documents, including any requirements of the progress schedule, PROFESSIONAL may direct
CONTRACTOR to submit a recovery plan and take specific corrective actions including, but not
limited to, employing additional workmen and/or equipment, and working extended hours and
additional days, all at no cost to OWNER in order to put the Work back on schedule. If
CONTRACTOR fails to correct the deficiency or take appropriate corrective action, OWNER may
terminate the contract or CONTRACTOR's right to proceed with that portion of Work and have the
Work done by others. The cost of completion under such procedure shall be charged against
CONTRACTOR. A Change Order shall be issued incorporating the necessary revisions in the
Contract Documents, including an appropriate reduction in the Contract Price. Ifthe payments due
CONTRACTOR are not sufficient to cover such amount, CONTRACTOR shall pay the difference to
OWNER.
13.16. Should CONTRACTOR work overtime, weekends or holidays to regain the schedule,
all costs to OWNER of associated inspection, construction management and resident engineers
shall be identified to CONTRACTOR and the Contract Price reduced by a like amount via Change
Order.
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ARTICLE 14-PAYMENTS TO CONTRACTOR AND COMPLETION
Schedule of Values:
14.1. The schedule of values established as provided in 2.9 will serve as the basis for
progress payments and will be incorporated into a form of application for Payment acceptable to
Project Manager. Progress payments on account of Unit Price Work will be based on the numberof
units completed.
Application for Progress Payment:
14.2. At least twenty (20) calendar days before the date established for each progress
payment (but not more often than once a month), CONTRACTOR shall submit to PROFESSIONAL
for review an application for Payment filled out and signed by CONTRACTOR covering the work
completed as of the date of the application and accompanied by such supporting documentation as
is required by the Contract Documents. If payment is requested on the basis of materials and
equipment not incorporated in the Work but delivered and suitably stored at the site or at another
location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale,
invoice or other documentation warranting that OWNER has received the materials and equipment
free and clear of all liens and evidence that the materials and equipment are covered by appropriate
property insurance and other arrangements to protect OWNER's interest therein, all of which will be
satisfactory to OWNER. Payment is subject to a ten percent (10%) retainage that will be held until
the final payment or acceptance by OWNER. The amount of retainage with respect to progress
payments will be as stipulated in the Agreement.
CONTRACTOR's Warranty of Title:
14.3. CONTRACTOR warrants and guarantees that title to all Work, materials and
equipment covered by any Application for Payment, whether incorporated in the Project or not, will
pass to OWNER no later than the time of payment free and clear of all Liens.
Review of Applications for Progress Payment:
14.4. PROFESSIONAL will, within ten (10) calendar days after receipt of each Application
for Payment, either indicate in writing a recommendation of payment and present the application to
OWNER, or return the application to CONTRACTOR indicating in writing PROFESSIONAL's
reasons for refusing to recommend payment. In the latter case, CONTRACTOR may make the
necessary corrections and resubmit the application. OWNER shall, within thirty-one calendar days of
presentation to him of the application for payment with PROFESSIONAL's recommendation of the
amount for payment, pay CONTRACTOR amount recommended.
14.5. PROFESSIONAL's recommendation of any payment requested in an Application for
Payment will constitute a representation by PROFESSIONAL to OWNER, based on
PROFESSIONAL's on-site observations of the Work in progress as an experienced and qualified
design PROFESSIONAL and on PROFESSIONAL's review of the Application for Payment and the
accompanying data and schedules, that the Work has progressed to the point indicated; that, to the
best of PROFESSIONAL's knowledge, information and belief, the quality of the Work is in
accordance with the Contract Documents subject to an evaluation of the Work as a functioning
whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the
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Contract Documents, to a final determination of quantities and classifications for Unit Price Work
under paragraph 9.10, and to any other qualifications stated in the recommendation; and that
CONTRACTOR is entitled to payment of the amount recommended. However, by recommending
any such payment, PROFESSIONAL will not thereby be deemed to have represented that
exhaustive or continuous on-site inspections have been made to check the quality or the quantity of
the Work beyond the responsibilities specifically assigned to PROFESSIONAL in the Contract
Documents or that there may not be other matters or issues between the parties that might entitle
CONTRACTOR to be paid additionally by OWNER or OWNER to withhold payment to
CONTRACTOR.
14.6. PROFESSIONAL's recommendation of final payment will constitute an additional
representation by PROFESSIONAL to OWNER that the conditions precedent to CONTRACTOR's
being entitled to final payment as set forth in paragraph 14.13 have been fulfilled.
14.7. PROFESSIONAL may refuse to recommend the whole or any part of any payment if,
in PROFESSIONAL's opinion, it would be incorrect to make such representations to OWNER.
PROFESSIONAL may also refuse to recommend any such payment, or, because of subsequently
discovered evidence or the results of subsequent inspections or tests, nullify any such payment
previously recommended, to such extent as may be necessary in PROFESSIONAL's opinion to
protect OWNER from loss because:
14.7.1. the Work is defective, or completed Work has been damaged requiring correction or
replacement.
14.7.2. the Contract Price has been reduced by Written Amendment or Change Order.
14.7.3. OWNER has been required to correct defective Work or complete Work in
accordance with paragraph 13.14. or
14.7.4. of PROFESSIONAL's actual knowledge of the occurrence of any of the events
enumerated in paragraphs 15.2.1 through 15.2.9 inclusive.
OWNER may refuse to make payment of the full amount recommended by PROFESSIONAL
because claims have been made against OWNER on account of CONTRACTOR's performance or
furnishing of the Work or Liens have been filed in connection with the Work or there are other items
entitling OWNER to a off-set against the amount recommended, but OWNER must give
CONTRACTOR immediate written notice (with a copy to PROFESSIONAL) stating the reasons for
such action.
Substantial Completion:
14.8. When CONTRACTOR considers the entire Work ready for its intended use,
CONTRACTOR shall notify OWNER and PROFESSIONAL in writing that the entire Work is
substantially complete (except for items specifically listed by CONTRACTOR as incomplete) and
request that PROFESSIONAL issue a certificate of Substantial Completion. Within a reasonable
time thereafter, OWNER, CONTRACTOR and PROFESSIONAL shall make an inspection of the
Work to determine the status of completion. If PROFESSIONAL does not consider the Work
substantially complete, PROFESSIONAL will notify CONTRACTOR in writing giving the reasons
therefor. If PROFESSIONAL considers the Work substantially complete, PROFESSIONAL will
prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fix the
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date of Substantial Completion. There shall be attached to the certificate a tentative list of items to
be completed or corrected before final payment. OWNER shall have seven days after receipt of the
tentative certificate during which to make written objection to PROFESSIONAL as to any provisions
of the certificate or attached list. If, after considering such objections, PROFESSIONAL concludes
that the Work is not substantially complete, PROFESSIONAL will, within fourteen days after
submission of the tentative certificate to OWNER notify CONTRACTOR in writing stating the
reasons therefor. If, after consideration of OWNER's, objections, PROFESSIONAL considers the
Work substantially complete, PROFESSIONAL will within said fourteen days execute and deliver to
OWNER and CONTRACTOR a definitive certificate of Substantial Completion (with a revised
tentative list of items to be completed or corrected) reflecting such changes from the tentative
certificate as PROFESSIONAL believes justified after consideration of any objections from OWNER.
At the time of delivery of the tentative certificate of Substantial Completion, PROFESSIONAL will
deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities
pending final payment between OWNER and CONTRACTOR with respect to security, operation,
safety, maintenance, heat, utilities, insurance and warranties. Unless OWNER and CONTRACTOR
agree otherwise in writing and so inform PROFESSIONAL prior to PROFESSIONAL's issuing the
definitive certificate of Substantial Completion, PROFESSIONAL's aforesaid recommendation will be
binding on OWNER and CONTRACTOR until final payment.
14.9. OWNER shall have the right to exclude CONTRACTOR from the Work after the date
of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete
or correct items on the tentative list.
Partial Utilization:
14.10. Use by OWNER at OWNER's option of any substantially completed part of the Work
which (i) has specifically been identified in the Contract Documents, or (ii) OWNER,
PROFESSIONAL, and CONTRACTOR agree constitutes a separately functioning and usable part of
the Work that can be used by OWNER for its intended purpose without significant interference with
CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to
Substantial Completion of all the Work subject to the following:
14.10.1. OWNER at any time may request CONTRACTOR in writing to permit OWNER to
use any such part of the Work which OWNER believes to be ready for its intended use and
substantially complete. If CONTRACTOR agrees, CONTRACTOR will certify to OWNER and
PROFESSIONAL that said part of the Work is substantially complete and request PROFESSIONAL
to issue a certificate of Substantial Completion for that part of the Work. CONTRACTOR at any time
may notify OWNER and PROFESSIONAL in writing that CONTRACTOR considers any such part of
the Work ready for its intended use and substantially complete and request PROFESSIONAL to
issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after
either such request, OWNER, CONTRACTOR and PROFESSIONAL shall make an inspection of
that part of the Work to determine its status of completion. If PROFESSIONAL does not consider
that part of the Work to be substantially complete, PROFESSIONAL will notify OWNER and
CONTRACTOR, in writing, giving the reasons therefor. If PROFESSIONAL considers that part of
the Work to be substantially complete, the provisions of paragraphs 14.8 and 14.9 will apply with
respect to certification of Substantial Completion of that part of the Work and the division of
responsibility in respect thereof and access thereto.
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14.10.2. OWNER may at any time request CONTRACTOR, in writing, to permit OWNER to
take over operation of any such part of the Work although it is not substantially complete. A copy of
such request will be sent to PROFESSIONAL and, within a reasonable time thereafter, OWNER,
CONTRACTOR and PROFESSIONAL shall make an inspection of that part of the Work to
determine its status of completion, and PROFESSIONAL will prepare a list of the items remaining to
be completed or corrected thereon before final payment. If CONTRACTOR does not object in writing
to OWNER and PROFESSIONAL that such part of the Work is not ready for separate operation by
OWNER, PROFESSIONAL will finalize the list of items to be completed or corrected and will deliver
such list to OWNER and CONTRACTOR together with a written recommendation as to the division
of responsibilities pending final payment between OWNER and CONTRACTOR with respect to
security, operation, safety, maintenance, utilities, insurance, warranties and guarantees for that part
of the Work which will become binding upon OWNER and CONTRACTOR at the time when
OWNER takes over such operation (unless they shall have otherwise agreed in writing and so
informed PROFESSIONAL). During such operation and prior to Substantial Completion of such part
of the Work, OWNER shall allow CONTRACTOR reasonable access to complete or correct items
on said list and to complete other related Work.
14.10.3. No occupancy or separate operation of part of the Work will be accomplished prior
to compliance with the requirements of paragraph 5.15 in respect of property insurance.
14.10.4. OW N ER, may at its discretion, reduce the amount of retainage subject to Beneficial
Occupancy.
Final Inspection:
14.11. Upon written notice from CONTRACTOR that the entire Work or an agreed upon
portion thereof is complete, PROFESSIONAL will make a final inspection with OWNER and
CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection
reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such
measures as are necessary to remedy such deficiencies.
Final Application for Payment:
14.12. After CONTRACTOR has completed all such corrections to the satisfaction of
PROFESSIONAL and OWNER and delivered in accordance with the Contract Documents all
maintenance and operating instructions, schedules, guarantees, bonds, certificates or other
evidence of insurance required by 5.2, certificates of inspection, marked-up record documents and
other documents, CONTRACTOR may make application for final payment following the procedure
for progress payments. The final Application for Payment shall be accompanied (except as
previously delivered) by: (i) all documentation called for in the Contract Documents, including but not
limited to the evidence of insurance required, (ii) consent of the surety, if any, to final payment, and
(iii) complete and legally effective releases or waivers (satisfactory to OWNER) of all liens arising
out of or filed in connection with the Work. In lieu of such releases or waivers of liens and as
approved by OWNER, CONTRACTOR may furnish receipts or release in full and an affidavit of
CONTRACTOR that (i) the releases and receipts include all labor, services, material and equipment
for which a lien could be filed, and (ii) all payrolls, material and equipment bills and other
indebtedness connected with the Work for which OWNER or OWNER's property might in any way
be responsible have been paid or otherwise satisfied. If any Subcontractor or supplier fails to
furnish such a release or receipt in full, CONTRACTOR may furnish a bond or other collateral
satisfactory to OWNER to indemnify OWNER against any lien.
GENERAL CONDITIONS
GC-43 of 52
Revision Date
August 2001
14.12.1. No application for final payment will be accepted by OWN ER until approved as-built
documents by CONTRACTOR are accepted and approved by PROFESSIONAL.
14.12.2. Notwithstanding any other provision of these contract documents to the contrary,
OWNER and PROFESSIONAL are under no duty or obligation whatsoever to any vendor, materials
provider, Subcontractor, laborer or other party to ensure that payments due and owing by
CONTRACTOR to any of them are or will be made. Such parties shall rely only on
CONTRACTOR's surety bonds for remedy of nonpayment by him. CONTRACTOR agrees to
defend and resolve all claims made by Subcontractors, indemnifying OWNER and PROFESSIONAL
for all claims arising from or resulting from Subcontractor or supplier or material men or laborer
services in connection with this project.
14.12.3. General Indemnity: CONTRACTOR shall indemnify OWNER and PROFESSIONAL
for any damages sustained, including lost profits, resulting from CONTRACTOR's failure or refusal
to perform the work required by these contract documents.
Final Payment and Acceptance:
14.13. If, on the basis of PROFESSIONAL's observation of the Work during construction
and final inspection and PROFESSIONAL's review of the final Application for Payment and
accompanying documentation as required by the Contract Documents, PROFESSIONAL is satisfied
that the Work has been completed and CONTRACTOR's other obligations under the Contract
Documents have been fulfilled, PROFESSIONAL will, within ten (10) working days after receipt of
the final Application for Payment, indicate in writing PROFESSIONAL's recommendation of payment
and present the Application to OWNER for payment. At the same time PROFESSIONAL will also
give written notice to OWNER and CONTRACTOR that the .Work is acceptable subject to the
provisions of 14.6. Otherwise, PROFESSIONAL will return the application to CONTRACTOR,
indicating in writing the reasons for refusing to recommend final payment, in which case
CONTRACTOR shall make the necessary corrections and resubmit the Application. After the
presentation to OWNER of the application and accompanying documentation, in appropriate form
and substance and with PROFESSIONAL's recommendation and notice of acceptability, the amount
recommended by PROFESSIONAL will become due and will be paid by OWNER to
CONTRACTOR.
14.14. If, through no fault of CONTRACTOR, final completion of the Work is significantly
delayed and if PROFESSIONAL so confirms, OWNER shall, upon receipt of CONTRACTOR's final
Application for Payment and recommendation of PROFESSIONAL and without terminating the
Agreement, make payment of the balance due for that portion of the Work fully completed and
accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected
is less than the retainage stipulated in the Contract and if bonds have been furnished as required in
Article 5, the written consent of the surety to the payment of the balance due for that portion of the
Work fully completed and accepted shall be submitted by CONTRACTOR to PROFESSIONAL with
the application for such payment. Such payment shall be made under the terms and conditions
governing final payment, except that it shall not constitute a waiver of claims.
CONTRACTOR's Continuing Obligation:
14.15. CONTRACTOR's obligation to perform and complete the Work in accordance with
the Contract Documents shall be absolute. Neither recommendation of any progress
or final payment by PROFESSIONAL, nor the issuance of a certificate of Substantial
GENERAL CONDITIONS
GC-44 of 52
Revision Date
August 2001
Completion, nor any payment by OWNER to CONTRACTOR under the Contract
Documents, nor any use or occupancy of the Work or any part thereof by OWNER,
nor any act of acceptance by OWNER nor any failure to do so, nor any review and
approval of a Shop Drawing or sample submission, nor the issuance of a notice of
acceptability by PROFESSIONAL pursuant to paragraph 14.13, nor any correction of
defective Work by OWNER will constitute an acceptance of Work not in accordance
with the Contract Documents or a release of CONTRACTOR's obligation to perform
the Work in accordance with the Contract Documents (except as provided in
paragraph 14.16).
Waiver of Claims:
14.16. The making and acceptance of final payment will constitute:
14.16.1. A waiver of all claims by OWNER against CONTRACTOR, except claims arising
from unsettled liens, from defective Work appearing after final inspection pursuant to 14.11, from
failure to comply with the Contract Documents or the terms of any special guarantees specified
therein, or from CONTRACTOR's continuing obligations under the Contract Documents; and
14.16.2. A waiver of all claims by CONTRACTOR against OWNER other than those
previously made in writing and still unsettled.
GENERAL CONDITIONS
GC-45 of 52
Revision Date
August 2001
ARTICLE 15--SUSPENSION OF WORK AND
TERMINATION
OWNER May Suspend Work:
15.1. OWNER may, at any time and without cause, suspend the Work or any portion thereof
for a period of not more than ninety days by notice in writing to CONTRACTOR and
PROFESSIONAL which will fix the date on which Work will be resumed. CONTRACTOR shall
resume the Work on the date so fixed. CONTRACTOR shall be allowed an adjustment in the
Contract Price or an extension of the Contract Time, or both, directly attributable to any suspension
if CONTRACTOR makes an approved claim therefor as provided in Articles 11 and 12.
Termination For Cause:
15.2. Upon the occurrence of anyone or more of the following events:
15.2. 1. if CONTRACTOR commences a voluntary case under any chapter of the Bankruptcy
Code (Title 11, United States Code), as now or hereafter in effect, or if CONTRACTOR takes any
equivalent or similar action by filing a petition or otherwise under any other federal or state law in
effect at such time relating to the bankruptcy or insolvency;
15.2.2. if a petition is filed against CONTRACTOR under any chapter of the Bankruptcy
Code as now or hereafter in effect at the time of filing, or if a petition is filed seeking any such
equivalent or similar relief against CONTRACTOR under any other federal or state law in effect at
the time relating to bankruptcy or insolvency;
15.2.3. if CONTRACTOR makes a general assignment for the benefit of creditors;
15.2.4. if a trustee, receiver, custodian or agent of CONTRACTOR is appointed under
applicable law or under contract, whose appointment or authority to take charge of property of
CONTRACTOR is for the purpose of enforcing a Lien against such property or for the purpose of
general administration of such property for the benefit of CONTRACTOR's creditors;
15.2.5. if CONTRACTOR admits in writing an inability to pay its debts generally, as they
become due;
15.2.6. if CONTRACTOR fails to perform the Work in accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable
materials or equipment or failure to adhere to the progress schedule established under paragraph
2.9 as revised from time to time);
15.2.7. if CONTRACTOR disregards Laws or Regulations of any public body having
jurisdiction;
15.2.8. if CONTRACTOR disregards the authority of PROFESSIONAL; or
15.2.9. if CONTRACTOR otherwise violates in any substantial way any provisions of the
Contract Documents,
OWNER may, after giving CONTRACTOR (and the surety, if there be one) seven days' written
GENERAL CONDITIONS
GC-46 of 52
Revision Date
August 2001
notice and to the extent permitted by Laws and Regulations, terminate the services of
CONTRACTOR, exclude CONTRACTOR from the site and take possession of the Work and of all
CONTRACTOR's tools, appliances, construction equipment and machinery at the site and use the
same to the full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for
trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for
which OWNER has paid CONTRACTOR but which are stored elsewhere, and finish the Work as
OWNER may deem expedient. In such case CONTRACTOR shall not be entitled to receive any
further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds the
direct, indirect and consequential costs of completing the Work (including but not limited to fees and
charges of Professionals, architects, attorneys and other PROFESSIONALs and court and
arbitration costs) such excess will be paid to CONTRACTOR. If such costs exceed such unpaid
balance, CONTRACTOR shall pay the difference to OWNER. Such costs incurred by OWNER will
be approved as to reasonableness by PROFESSIONAL and incorporated in a Change Order, but
when exercising any rights or remedies under this paragraph, OWNER shall not be required to
obtain the lowest price for the Work performed.
15.3. In the event OWNER terminates the contract for cause and it is subsequently judicially
determined that there was no cause for termination, the termination for convenience provision will be
the means for disposition of the balance of the contract obligations.
Termination for Convenience
15.4. Upon seven working days' written notice to CONTRACTOR and PROFESSIONAL,
OWNER may, without cause and without prejudice to any other right or remedy of OWNER, elect to
terminate the Contract. In such case, CONTRACTOR shall be paid (without duplication of any
items ):
15.4.1. For completed and acceptable Work executed in accordance with the Contract
Documents prior to the effective date of termination, including fair and reasonable sums for
overhead and profit on such Work;
15.4.2. For expenses sustained prior to the effective date of termination in performing
services and furnishing labor, materials or equipment as required by the Contract Documents in
connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such
expenses;
15.4.3. For all claims, costs, losses and damages incurred in settlement of terminated
contracts with Subcontractors, suppliers and others; and
15.4.4. For reasonable expenses directly attributable to termination.
CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other
economic loss arising out of or resulting from such termination.
15.5. Where CONTRACTOR's services have been so terminated by OWNER, the
termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or
which may thereafter accrue. Any retention or payment of moneys due CONTRACTOR by OWNER
will not release CONTRACTOR from liability.
GENERAL CONDITIONS
GC-47 of 52
Revision Date
August 2001
CONTRACTOR May Stop Work or Terminate:
15.6. If through no act or fault of CONTRACTOR, the Work is suspended for a period of
more than ninety calendar days by OWNER or under an order of court or other public authority, or
PROFESSIONAL fails to act on any Application for Payment within thirty days after it is submitted or
OWNER fails for thirty-one days to pay CONTRACTOR any sum finally determined to be due, then
CONTRACTOR may upon seven working days' written notice to OWNER and PROFESSIONAL and
provided OWNER or PROFESSIONAL did not remedy such suspension or failure within that time,
terminate the Agreement and recover from OWNER payment on the same terms as provided in
15.2. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if
PROFESSIONAL has failed to act on an Application for Payment within thirty days after it is
submitted or OWNER has failed for thirty-one calendar days after it is submitted to pay
CONTRACTOR any sum finally determined to be due, CONTRACTOR may upon seven days'
written notice to OWNER and PROFESSIONAL stop the Work until receipt of payment of all such
amounts due CONTRACTOR, including interest thereon. The provisions of this paragraph are not
intended to preclude CONTRACTOR from making claim under Articles 11 and 12 for an increase in
Contract Price or Contract Time or otherwise for expenses or damage directly attributable to
CONTRACTOR's stopping Work as permitted by this paragraph. The provisions of this paragraph
shall not relieve CONTRACTOR of the obligations under paragraph 6.30 to carry on the Work in
accordance with the progress schedule and without delay during disputes and disagreements with
OWNER.
GENERAL CONDITIONS
GC-48 of 52
Revision Date
August 2001
ARTICLE 16--DISPUTE RESOLUTION
16.1. All disputes arising under this Contract or its interpretation whether involving law or
fact or both, or extra work, and all claims for alleged breach of contract shall within ten (10) working
days of the commencement of the dispute be presented by CONTRACTOR to OWNER for decision.
All papers pertaining to claims shall be filed in quadruplicate. Such notice need not detail the
amount of the claim but shall state the facts surrounding the claim in sufficient detail to identify the
claim, together with its character and scope. In the meantime, CONTRACTOR shall proceed with
the Work as directed. Any claim not presented within the time limit specified in this paragraph shall
be deemed to have been waived, except that if the claim is of a continuing character and notice of
the claim is not given within ten (10) working days of its commencement, the claim will be
considered only for a period commencing ten (10) working days prior to the receipt by OWNER of
notice thereof. Each decision by OWNER will be in writing and will be mailed to CONTRACTOR by
registered or certified mail, return receipt requested, directed to his last known address.
16.2 All claims, disputes and other matters in question between OWNER and
CONTRACTOR arising out of, or relating to, the Contract Documents or the breach thereof shall be
decided under Georgia Law in the Superior Court of Richmond County, Georgia. CONTRACTOR by
execution of the Contract consents to jurisdiction and venue in the Superior Court of Richmond
County, Georgia, and waives any right to contest same.
GENERAL CONDITIONS
GC-49 of 52
Revision Date
August 2001
ARTICLE 17 -MISCELLANEOUS
Giving Notice:
17.1. Whenever any provision of the Contract Documents requires the giving of written
notice, it will be deemed to have been validly given if delivered in person to the individual or to a
member of the firm orto an officer of the corporation forwhom it is intended, or if delivered atorsent
by registered or certified mail, postage prepaid, to the last business address known to the giver of
the notice.
Computation of Time:
17.2.1. When any period of time is referred to in the Contract Documents by days, it will be
computed to exclude the first and include the last day of such period. If the last day of any such
period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable
jurisdiction, such day will be omitted from the computation.
17.2.2. A calendar day of twenty-four hours measured from midnight to the next midnight
shall constitute a day.
General:
17.3. Should OWNER or CONTRACTOR suffer injury or damage to person or property
because of any error, omission or act of the other party or of any of the other party's employees or
agents or others for whose acts the other party is legally liable, claim should be made in writing to
the other party within a reasonable time of the first observance of such injury or damage. The
provisions of this paragraph 17.3 shall not be construed as a substitute for or a waiver of the
provisions of any applicable statute of limitations or repose.
17.4. The duties and obligations imposed by these General Conditions and the rights and
remedies available hereunder to the parties hereto, and, in particular but without limitation, the
warranties, guarantees and obligations imposed upon CONTRACTOR by paragraphs 6.32, 13.1,
13.12, 13.14, 14.3 and 15.2 and all of the rights and remedies available to OWNER and
PROFESSIONAL thereunder, are in addition to, and are not to be construed in any way as a
limitation of, any rights and remedies available to any or all of them which are otherwise imposed or
available by Laws or Regulations, by special warranty or guarantee or by other provisions of the
Contract Documents, and the provisions of this paragraph will be as effective as if repeated
speCifically in the Contract Documents in connection with each particular duty, obligation, right and
remedy to which they apply. All representations, warranties and guarantees made in the Contract
Documents will survive final payment and termination or completion of the Agreement.
17.5. CONTRACTOR shall keep adequate records and supporting documentation
applicable to this Work and Contract. Said records and documentation shall be retained by
CONTRACTOR for a minimum of five (5) years from the date of final completion or termination of
this Contract. OWNER shall have the right to audit, inspect, and copy all such records and
documentation as often as OWNER deems necessary during the period of the Contract and for a
period of five (5) years thereafter provided, however, such activity shall be conducted only during
normal business hours. OWNER, during this period of time, shall also have the right to obtain a
copy of and otherwise inspect any audit made at the direction of CONTRACTOR as concerns the
aforesaid records and supporting documentation.
GENERAL CONDITIONS
GC-50 of 52
Revision Date
August 2001
17.6. The Contract Documents are intended by the Parties to, and do, supersede any and
all provisions of the Georgia Prompt Pay Act, O.C.G.A. Section 13-11-1, et seq. In the event any
provision of the Contract Documents are inconsistent with any provision of the Prompt Pay Act, this
provision of the Contract Documents shall control.
17.7. Notwithstanding any provision of the law to the contrary, the parties agree that no
interest shall be due Contractor on any sum held as retainage pursuant to the Contract Documents
and CONTRACTOR specifically waives any claim to same.
Substitutions:
17.8. Notwithstanding any prOVISion of these general conditions, there shall be no
substitutions of materials that are not determined to be equivalent to those indicated or required in
the contract documents without an amendment to the contract.
Sanitary Sewer Overflow Prevention:
17.9. Procedures to Prevent Overflows During Sanitary Sewer Construction:
17.9.1 The CONTRACTOR is hereby notified that the discharge of any untreated wastewater
to waters of the State is a violation of Georgia Water Quality Regulations and is prohibited.
17.9.2 The CONTRACTOR will submit an Emergency Response Plan prior to beginning
work. This plan will include a list of key personnel with 24-hour contact information who will respond
during an emergency situation. The ERP will include estimates of mobilization time for a response
crew to arrive onsite. Any changes to the Emergency Response Plan will be submitted to the
RESIDENT PROJECT REPRESENTATIVE prior to implementation.
17.9.3 In the event bypass pumping is required to facilitate new sewer construction,
bypassing plans and supporting calculations must be submitted to the Augusta Utilities Department
for review prior to establishment of the bypass. All bypass systems will include complete
redundancy in pumping systems, if failure of the primary pumping system could result in a discharge
of untreated wastewater to waters of the State.
17.9.4 Bypass pumping will be monitored continuously by a person knowledgeable in pump
operation and maintenance if the failure of the bypass pump could result in the discharge of
untreated wastewater to waters of the State.
17.9.5 In the event of a discharge of untreatedwastewater, the CONTRACTOR will take the
following actions:
1. Take immediate steps to eliminate or minimize the discharge of untreated wastewater.
2. Immediately notify the Utilities Department dispatcher (706.796.5000) and the
RESIDENT PROJECT REPRESENTATIVE (contact information will be provided at the
preconstruction conference).
3. Maintain a chronicle of relevant information regarding the incident including specific
actions taken by the CONTRACTOR and estimates of the discharge volume.
17.9.6 The RESIDENT PROJECT REPRESENTATIVE will coordinate notification of the
Georgia Environmental Protection Division (800.241.4113) and the Augusta Emergency
Management Agency if appropriate.
GENERAL CONDITIONS
GC-51 of 52
Revision Date
August 2001
17.9.7 If, in the opinion of the RESIDENT PROJECT REPRESENTATIVE and the OWNER,
the CONTRACTOR is not responding to an emergency situation in an appropriate manner, the
Utilities Department will undertake necessary actions to abate an overflow situation. The cost of
these actions will be the responsibility of the CONTRACTOR.
17.9.8 Following a discharge of untreated wastewater, a downstream inspection will be
conducted by the Utilities Department to assess potential mitigation measures that may be required
of the CONTRACTOR.
PROGRAM MANAGER:
17.10 The PROGRAM MANAGER for the project is CH2M HILL, 360 Bay Street, Suite 100
Augusta, GA 30901.
The presence or duties of PROGRAM MANAGER's personnel at the construction site, whether as
onsite representatives or otherwise, do not make PROGRAM MANAGER or PROGRAM
MANAGER's personnel in any way responsible for those duties that belong to OWNER and I or the
CONTRACTOR or other entities, and do not relieve the CONTRACTOR or any other entity of their
obligations, duties, and responsibilities, including, but not limited to, all construction methods,
means, techniques, sequences, and procedures necessary for coordinating and completing all
portions of the construction work in accordance with the construction Contract Documents and any
health and safety precautions required by such construction work.
PROGRAM MANAGER and PROGRAM MANAGER's personnel have no authority to exercise any
control over any construction contractor or other entity or their employees in connection with their
work or any health or safety precautions and have no duty of inspecting, noting, observing,
correcting, or reporting on health or safety deficiencies of the CONTRACTOR(s) or other entity or
any other persons at the site except PROGRAM MANAGER's own personnel.
The presence of PROGRAM MANAGER's personnel at the construction site is for the purpose of
providing to OWNER a greater degree of confidence that the completed construction work will
conform generally to the construction documents and that the integrity of the design concept as
reflected in the construction documents has been implemented and preserved by the construction
contractor(s). PROGRAM MANAGER neither guarantees the performance of the construction
contractor(s) nor assumes responsibility for construction contractor's failure to perform work in
accordance with the construction documents.
For this AGREEMENT only, construction sites include places of manufacture for materials
incorporated into the construction work, and construction contractors include manufacturers of
materials incorporated into the construction work
GENERAL CONDITIONS
GC-52 of 52
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS SECTION SGC
SUPPLEMENTARY GENERAL CONDITIONS
CONTRACTOR'S Liability Insurance
Insurance shall be written with limits of liability shown below or as required by law, whichever is
greater:
· Commercial General Liability (per occurrence) Each Occurrence ........................ $ 1,000,000
. General Aggregate................................................................................................... $ 2,000,000
. Products. ......... .............................. ............ ............. ............... ....... ....... ..... ................ $ 2,000,000
. Personal & Adv Injury ............................................................................................... $ 1,000,000
. Fire Damage............................................................................................................. $ 500,000
. Automobile Liability (any auto) Combined Single Limit...................................... $1,000,000
. Excess Liability (Umbrella) Each Occurrence .................................................... $5,000,000
. Workers Compensation.... ...................................... ............................................ Statutory Limits
. Employer Liability..................................................................................................... $ 1,000,000
DRAWING LIST
CO.1 ............................. Project Index Map
C1.1 .............................. Overall Sanitary Sewer Plan
C 1 .2 .............................. Overall Water Plan
C1.3 .............................. Miscellaneous Tables & Notes
C1.4 .............................. Schedule Of Quantities
C2.1 - C2.6 .................. Trunk Sewer Line - Plans & Profiles.
C3.1 - C3.12 ................ Neighborhood Utilities - Plans & Profiles
C4.1 .............................. Erosion, Sedimentation & Pollution Control P
D-1 - D4 ....................... Augusta Utilities Dept. Standard Details
SUPPLEMENTARY GENERAL CONDITIONS
4/11/2007
SGC-l
-
~
NOTICE OF A WARD
DATE:
CONTRACTOR:
Blair Construction, Inc.
ADDRESS: PO Box 770
Evans
City
GA
State
30809
Zip Code
PROJECT: Augusta Utilities Department Meadowbrook Utility Improvements
PROJECT 50134
At a meeting of the Augusta-Richmond County Commission
you were awarded the Contract for the following Project:
held on (Date) September 4,2007
Augusta Utilities Department Meadowbrook Utility Improvements Project No. 50134
Enclosed please find 5
copies of the Contract Documents for your execution. Please complete the
pages, affixing signatures, dates, notary and/or corporate seals, etc. where necessary and return to this office within
10 days from the date of this letter, excluding Legal Holidays.
The Certificate of Insurance must be complete.
Power of Attorney must be submitted in triplicate; an original and two copies is permissible.
Very truly yours,
Augusta Program Management Team
Project E,ngineer
Reciept of this NOTICE OF AWARD is hereby acknowledged this, the _day of
,2007
Contractor By
Please sign and return one copy of this Notice of Award Acknowledgement to:
Augusta Utilities Department
Attn: Program Managers
360 Bay Street, Suite 180
Augusta, GA 30901
Title
NOTICE OF AWARD
9/24/2007
NA-l
-
~
NOTICE TO PROCEED
DATE:
TO: BLAIR CONSTRUCTION, INC.
Attn: William R. Mutimer, Jr.
PO BOX 770
EVANS, GA 30809
PROJECT:
Augusta Utilities Department
Meadowbrook Area Utility Improvements
PROJECT NO: 50134
You are hereby notified to commence WORK in accordance with the Agreement dated
on or before
, and you are to complete the WORK within
consecutive calendar days thereafter. The date of completion of all WORK is therefore
Very truly yours,
Augusta Program Management Team
Project Engineer
Receipt of this NOTICE TO PROCEED is hereby acknowledged
This, the
day of
2007
Contractor:
Blair Construction, Inc.
By:
Tit!
Please sign and return one copy of this Notice to Proceed Acknowledgement to:
Augusta Utilities Department
Attn: Program Managers
360 Bay Street, Suite 180
Augusta, GA 30901
NOTICE TO PROCEED
4/11/2007
NP-l
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
CONSTRUCTION CHANGE ORDER
I CO NillABER I
BID ITEM
DATE
Augusta-Richmond County Commission
The following change is hereby made to the contract for the above project:
Description of Change (for a more detailed description see attached proposal):
PAYEE
TOTAL AMOUNT OF THIS CHANGE ORDER
$
The contract time will be INCREASED by Q calendar days as a result of this change.
ORIGINAL CONTRACT AMOUNT
PREVIOUS CHANGE ORDER (INCREASE)
THIS CHANGE ORDER (INCREASE)
TOTAL REVISED CONTRACT AMOUNT WITH CHANGE
ORDER
FUNDING NUMBER/ACCOUNT NUMBER
$
$
$
$
PROPOSED BY: DATE:
CONTRACTOR
REQUESTED BY: DATE:
ENGINEER
SUBMITTED BY: DATE:
DEPARTMENT HEAD
FINANCE ENDORSEMENT: DATE:
COMP1ROLLER
RECOMMENDED BY: DATE:
ADMINISTRATOR
APPROVED BY: DATE:
MAYOR
CONSTRUCTION CHANGE ORDER
4/11/2007
CCO-l
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
SECTION CSC
CERTIFICATE OF SUBSTANTIAL COMPLETION
DATE OF ISSUANCE
OWNER: CITY OF AUGUSTA, GEORGIA
CONTRACTOR: BLAIR CONSTRUCTION, INC.
Contract:
Project:
ENGINEER's Project No.
OWNER's Contract No.
This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the following
specified parts thereof:
To: CITY OF AUGUSTA, GEORGIA
OWNER
And To: BLAIR CONSTRUCTION, INC.
CONTRACTOR
The Work to which this Certificate applies has been inspected by authorized representatives of OWNER,
CONTRACTOR and ENGINEER, and that Work is hereby declared to be substantially complete in accordance with
the Contract Documents on
DATE OF SUBSTANTIAL COMPLETION
A tentative list of items to be completed or corrected is attached hereto. This list may not be all-inclusive, and the
failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in
accordance with the Contract Documents. The items in the tentative list shall be completed or corrected by
CONTRACTOR within days of the above date of Substantial Completion.
CERTIFICATE OF SUBSTANTIAL COMPLETION
9/24/2007
CSC-I
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
SECTION CSC
CERTIFICATE OF SUBSTANTIAL COMPLETION
The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance,
heat, utilities, insurance and warranties and guarantees shall be as follows:
OWNER:
CONTRACTOR:
The following documents are attached to and made a part of this Certificate:
[For items to be attached see definition of Substantial Completion as supplemented and other specifically noted
conditions precedent to achieving Substantial Completion as required by Contract Documents.)
This certificate does not constitute an acceptance of Work not in accordance with the Contract
Documents nor is it a release of CONTRACTOR's obligation to complete the Work in accordance with
the Contract Documents.
Executed by ENGINEER on
Date
ONE SOURCE DEVELOPMENT. LLC
ENGINEER
By:
(Authorized Signature)
CONTRACTOR accepts this Certificate of Substantial Completion on
Date
BLAIR CONSTRUCTION. INC.
CONTRACTOR
By:
(Authorized Signature)
OWNER accepts this Certificate of Substantial Completion on
Date
CITY OF AUGUSTA. GEORGIA
OWNER
By:
MAYOR
CERTIFICATE OF SUBSTANTIAL COMPLETION
9/24/2007
CSC-2
AUGUSTA UTILITIES DEPARTMENT - BOND PROJEU # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
SECTION WL
WAIVER OF LIEN
Contractor (BLAIR CONSTRUCTION, INC. ) hereby indemnifies and agrees to save Owner
(City of AUGUSTA, GEORGIA) harmless from all liens, or claims or rights to enforce liens,
against the property of Owner or the improvements to be erected thereon arising out of any work to
be performed or labor or materials to be furnished under this Agreement for the project described as:
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
Neither final payment by Owner nor acceptance of the improvements erected hereunder shall
constitute a waiver of this indemnity, and if any such lien or claim for lien shall at any time be filed,
Contractor shall refund to Owner all moneys Owner may be compelled to pay in discharging such
lien including all costs and reasonable attorneys fees.
Blair Construction, Inc.
CONTRACTOR
DATE
NOTARY PUBLIC
DATE
WAIVER OF LIEN
9/24/2007
WL-l
APPLICATION FOR PAYMENT NO._
To: CITY OF AUGUSTA. GEORGIA
(OWNER)
From: BLAIR CONSTRUCTION, INC.
(CONTRACTOR)
Contract: AU2usta Utilities Department - Bond Proiect # 50134 Meadowbrook Area Utility Improvements
Project:
OWNER's Contract No. 50134 ENGINEER's Project No. OS-06012
For Work accomplished through the date of:
1.
2.
3.
4.
5.
Original Contract Price:
Net change by Change Orders and Written Amendments (+ or -):
Current Contract Price (1 plus 2):
Total completed and stored to date:
Retainage (per Agreement):
~ % of completed Work: $
_ % of stored material: $
Total Retainage:
Total completed and stored to date less retainage (4 minus 5):
Less previous Application for Payments:
DUE THIS APPLICATION (6 MINUS 7):
$
$
$
$
$
$
$
$
6.
7.
8.
Accompanying Documentation:
CONTRACTOR'S Certification:
The undersigned CONTRACTOR certifies that (1) all previous progress payments received from OWNER on
account of Work done under the Contract referred to above have been applied on account to discharge
CONTRACTOR's legitimate obligations incurred in connection with Work covered by prior Applications for
Payment numbered 1 through _ inclusive; (2) title of all Work, materials and equipment incorporated in said
Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free
and clear of all Liens, security interests and encumbrances (except such as are covered by a Bond acceptable to
OWNER indemnifying OWNER against any such Lien, security interest or encumbrance); and (3) all Work covered
by this Application for Payment is in accordance with the Contract Documents and not defective.
Dated
CONTRACTOR
By:
State of
County of
Subscribed and sworn to before me this
day of
Notary Public
My Commission expires:
Payment of the above AMOUNT DUE THIS APPLICATION is recormnended.
Dated
ENGINEER
By:
APPLICA nON FOR PAYMENT
4/11/2007
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AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
SECTION TS-l
CLEARING AND GRUBBING
PART I - SCOPE
1.1 Clearing and grubbing shall consist of the removal and disposal of all trees, brush,
stumps, logs, grass, weeds, roots, decayed vegetable matter, posts, fences, stubs,
rubbish and all other objectionable matter resting on or protruding through the original
ground surface and occurring within the construction limits or rights-of-way of any
excavation, borrow area, or embankment.
PART 2 - CONSTRUCTION METHODS
2.1 CLEARING: Clearing shall consist of the felling and cutting up, or the trimming of
trees, and the satisfactory disposal of the trees and other vegetation together with the
down timber, snags, brush and rubbish occurring within the areas to be cleared. Trees
and other vegetation, except such individual trees, groups of trees, and vegetation, as
may be indicated on the drawings to be left standing, and all stumps, roots and brush in
the areas to be cleared shall be cut off one foot above the original ground surface.
Individual trees and groups of trees designated to be left standing within cleared areas
shall be trimmed of all branches to such heights and in such manner as may be
necessary to prevent interference with the construction operations. All limbs and
branches required to be trimmed shall be neatly cut close to the whole of the tree or to
main branches, and the cuts thus made shall be painted with an approved tree wound
paint. Individual trees, groups of trees, and other vegetation, to be left standing, shall
be thoroughly protected by barriers or by such other means as the circumstances
require. Clearing operations shall be conducted so as to prevent damage by falling
trees to trees left standing, to existing structures and installations, and to those under
construction, and so as to provide for the safety of employees and others.
2.2 GRUBBING: Grubbing shall consist of the removal and disposal of all stumps, roots
and matted roots from the site as indicated on the drawings. In foundation areas,
stumps, roots, logs or other timber, matted roots, and other debris not suitable for
foundation purposes shall be excavated to a depth of not less than 18 inches below any
sub grade, shoulder or slope. All depressions excavated below the original ground
surface for or by the removal of stumps and roots, shall be refilled with suitable
material and compacted to make the surface conform to the surrounding ground
surface.
CLEARING AND GRUBBING
4/11/2007
TS 1-1
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
PART 3 - DISPOSAL OF CLEARED AND GRUBBED MATERIAL
3.1 Saw logs, pulp wood, cord wood or other merchantable timber removed incidental to
clearing and grubbing shall become the property of the Contractor and may be sold by
him, provided such disposal is otherwise in accordance with these specifications. All
matter removed shall be hauled away and deposited at locations approved by the
Owner, or may be disposed of as stated above. Burning shall be by special permit only
and will be subject to all requirements of Local, State and Federal Governments
pertaining to the burning. No burning will be allowed on the site unless all fires are
kept under constant attendance by persons having equipment necessary to prevent the
spreading of fire. Such equipment shall include, at the minimum, a bulldozer or front
end loader, and an approved pump and hose connected to an acceptable source of
water. Disposal by burning shall be kept under constant attendance until all fires have
burned out or have been extinguished.
END OF SECTION
CLEARING AND GRUBBING
4/11/2007
TS 1-2
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
SECTION TS-2
EXCAVATION AND BACKFILLING
PART I-SCOPE
1.1 This section covers all excavation, trenching and backfilling for pIpe lines and
structures, complete.
PART 2 - . EXISTING IMPROVEMENTS
2.1 The Contractor shall maintain in operating condition and protect from damage all
existing improvements including utilities, roads, streets, sidewalks, drives, power and
telephone lines, gas lines, water lines, sewers, gutters and other drains encountered, and
repair to the satisfaction of the Engineer any aerial, surface or subsurface improvements
damaged during the course of the work. Where and if shown on the plans, the locations
and existence or nonexistence of underground utilities are not guaranteed. The
Contractor shall contact the various utility companies to determine and/or verify such
information prior to proceeding with the work. He shall make reasonable and
satisfactory provisions for the maintenance of traffic on streets, drives, walkways and at
street crossings and if necessary to provide temporary walkways and bridges for
crossing of the open trench as directed. Work shall not commence within Augusta
right-of -way until a Right-of-Way Encroachment Permit is obtained from the Augusta
Engineering Department.
PART 3 -EXCAVATION
3.1 All excavation of every description and of whatever substances encountered shall be
performed to the depths indicated on the drawings or as specified herein. Excavation
shall be made by the open cut method except as otherwise specified or shown on the
drawings. Excavation methods shall generally meet or exceed Occupational Safety and
Health Administration (OSHA) construction industry standards.
3.2 All excavated materials not required for fill or backfill shall be removed and wasted as
directed. The banks of shallow trenches shall be kept as nearly vertical as practicable
and where required shall be properly sheeted and braced. Except where otherwise
indicated, trench bottoms shall be not less than 12 inches wider nor more than 16 inches
wider than the outside diameter of the pipe to be laid therein, and shall be excavated
true to line, so that a clear space of not less than 6 inches in width is provided on each
side of the pipe. The bottom of trenches shall be accurately graded to provide uniform
bearing and support for each section of the pipe on undisturbed soil at every point along
its entire length, except for portions of the pipe sections where it is necessary to
excavate for bell holes and for the proper sealing of pipe joints. Bell holes shall be dug
after the trench bottom has been graded. Bell holes shall be excavated only to an extent
EXCAVATION AND BACKFILLING
4/11/2007
TS 2-1
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
sufficient to permit accurate work in the making ofthe joints and to insure that the pipe,
for a maximum of its length will rest upon the prepared bottom of the trench.
Depressions for joints other than mechanical shall be made in accordance with the
recommendations of the joint manufacturers for the particular joint used. Excavation
for structures and other accessories shall be sufficient to leave at least 12 inches in the
clear between their outer surfaces and the embankment or timber which may be used to
hold the bank and protect them. Where damage is liable to result from withdrawing
sheeting, the sheeting will be ordered to be left in place. Except at locations where
excavation of rock from the bottoms of trenches is required, care shall be taken not to
excavate below the depths indicated. Where rock excavation is required, the rock shall
be excavated to a minimum over-depth of 4 inches below the normal required trench
depth. The over-depth rock excavation and all excess trench excavation shall be
backfilled with loose, moist earth, thoroughly tamped. Rock is defined as materials
which are so hard or cemented that the excavation of such material requires blasting.
The excavation shall proceed in a conventional manner with satisfactory effort made to
remove hard materials before the Engineer makes a determination of need for blasting.
Pre-drilling and blasting will be allowed, if the Contractor can provide evidence for the
Engineer's review that boring logs can and will show that the material can or cannot be
excavated. Evidence will be provided for the Engineer's review and approval before
pre-drilling and blasting is undertaken. The excavation and removal of isolated
boulders or rock fragments larger than one cubic yard in volume encountered in
materials of common excavation shall be classified as rock excavation. Whenever wet
or otherwise unstable soil that is incapable of properly supporting the pipe, as
determined by the Engineer or indicated on the drawings, is encountered in the trench
bottom, such soil shall be removed to a depth required for the lengths designated by the
Engineer, and the trench backfilled to trench bottom grade, as herein specified, with
coarse sand, fine gravel, or other suitable material. Backfill with earth under structures
will not be permitted and any unauthorized excess excavation below the levels
indicated for the foundation of such structures shall be filled with sand, gravel, or
concrete, as directed.
A. Grading and Stacking: All grading in the vicinity of trench excavation shall be
controlled to prevent surface ground water from flowing into the trenches. Any
water accumulated in the trenches shall be removed by pumping or by other
approved methods. During excavation, material suitable for backfilling shall be
stored in an orderly manner a minimum distance of one and one-half times the
depth of the excavation back from the edges of trenches to avoid overloading and
prevent slides or cave-ins. Material unsuitable for backfilling, as determined by
the Engineer, shall be removed from the job site and disposed of by the
Contractor in a manner as approved by the Engineer.
B. Shoring and Sheeting: All shoring, sheeting, and bracing required to perform and
protect the excavation and to safeguard employees and the public shall be
performed. The failure of the Engineer to direct the placing of such protection
shall not relieve the Contractor of his responsibility for damage resulting from its
omISSIon.
EXCAVATION AND BACKFILLING
4/11/2007
TS 2-2
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
Whenever sheeting is driven to a depth below the elevation of the top of the pipe,
that portion of the sheeting below the elevation of the top of the pipe shall not be
disturbed or removed. Sheeting left in place shall be cut off not less than 1 foot
below finished grade. No sheeting shall be removed until the excavation is
substantially backfilled as hereinafter specified.
c. Water Removal: Where water is encountered, it shall be prevented from
accumulating in excavated areas by pumping, well-pointing and pumping, or by
other means approved by the Engineer as to capacity and effectiveness. Water
removed from excavations shall be discharged at points where it will not cause
injury to public or private property, or the work completed or in progress. All
efforts to prevent sedimentation shall be made. Under no circumstances shall
trench bottoms be prepared, pipes laid, or appurtenances installed in water. Water
shall not be allowed to rise in open excavations after pipe or structures have been
placed.
D. Blasting: Explosives are to used only within legal limitations. Before explosives
are used, all necessary permits for this work shall be secured and all precautions
taken in the blasting operations to prevent damage to private or public property or
to persons. The Contractor shall assume full liability for any damage that may
occur during the use of explosives. No blast shall be set off within 50 feet of pipe
already laid in the trench.
E. Tree Protection: Care shall be exercised to protect the roots of trees to be left
standing. Within the branch spread of the tree, trench shall be opened only when
the work can be installed immediately. Injured roots shall be pruned cleanly and
backfill placed as soon as possible.
PART 4 - BACKFILLING
4.1 Trenches and other excavations shall not be backfilled until all required tests are
performed and the work has been approved by the Engineer. The trenches shall be
carefully backfilled with the excavated materials approved for backfilling consisting of
earth, loam, sandy clay, sand and gravel, soft shale, or other approved materials. No
material shall be used for backfilling that contains mulch, other unstable materials,
stones, blasted rock, broken concrete or pavement, or other hard materials having any
dimension greater than 4 inches; or large clods of earth, debris, frozen earth or earth
with an exceptionally high void content. Backfilling within Augusta right-of-way shall
conform to Georgia Department of Transportation and City of Augusta specifications.
4.2 For backfill up to a level 1 foot over the top of pressure pipelines and 2 feet above the
top of gravity pipelines, only selected materials shall be used. Select materials shall be
finely divided material free from debris, organic material and stone, and may be
suitable job excavated material or shall be provided by the Contractor from other
EXCAVATION AND BACKFILLING
4/11/2007
TS 2-3
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
sources: The backfill shall be placed in uniform layers not exceeding 8 inches in depth.
Each layer shall be moistened and carefully and uniformly tamped with mechanical
tampers or other suitable tools. Each layer shall be placed and tamped under the pipe
haunches with care and thoroughness so as to eliminate the possibility of voids or
lateral displacement.
4.3 The remainder of the backfill material shall then be placed and compacted above the
level specified above. In areas not subject to traffic, the backfill shall be placed in 12
inch layers and each layer moistened and compacted to a density approximating that of
the surrounding earth. Under roadways, driveways, paved areas, parking lots, along
roadway shoulders and other areas subject to traffic, the backfill shall be placed in 8
inch layers and each layer moistened and compacted to density at least equal to that of
the surrounding earth so that traffic can be resumed immediately after backfilling is
completed. Any trenches which are improperly backfilled, or where settlement occurs,
shall be reopened to the depth required for proper compaction, then refilled and
compacted with the surface restored to the required grade compaction. Along all
portions of the trenches not located in roadways, the ground shall be graded to a
reasonable uniformity and the mounding over the trenches left in a neat condition
satisfactory to the Engineer.
4.4 Sheeting not specified to be left in place shall be removed as the backfilling progresses.
Sheeting shall be removed in such a manner as to avoid caving of the trench. Voids left
by the removal of sheeting and shoring shall be carefully filled and compacted. Where,
in the opinion of the Engineer, damage is liable to result from withdrawing sheeting,
the sheeting will be ordered to be left in place.
PART 5 - BORING AND JACKING
5.1 Where required by the drawings, the pipeline will be installed in a steel casing, placed
by boring and jacking. Where boring is required under highways, the materials and
workmanship will be in accordance with the standards of the Georgia Department of
Transportation or local authority. Boring and jacking under railroads will be governed
by the latest A.R.E.A. standards and those of the railroad involved. The steel casing
shall be in accordance with ASTM A252 to the thicknesses shown on the drawings.
PART 6 - PAVEMENT REMOVAL AND REPLACEMENT
6.1 Where necessary existing pavements shall be removed and replaced, the applicable
specifications of the Georgia Department of Transportation or local authority shall
govern this work. Joints shall be sawed, unless joints equally uniform in the opinion of
the Engineer result from other means. Refer to Augusta-Richmond County Right-of-
Way Encroachment Guidelines for pavement removal and replacement.
END OF SECTION
EXCAVATION AND BACKFILLING
4/11/2007
TS 2-4
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
SECTION TS-3
GRADED AGGREGATE BASE COURSE
PART I - SCOPE
This section covers a graded aggregate base course to receive bituminous paving under another
section, complete.
PART 2 - GENERAL SPECIFICATIONS
The graded aggregate base course shall conform to all applicable specifications of Section 300 of
the Standard Specifications for Roads and Bridges of the Georgia State Department of
Transportation, Latest Edition.
PART 3 - PREPARATION OF SUB GRADE
The subgrade to receive the graded aggregate base course shall be constructed in accordance
with requirements of Section 209 of the Standard Specifications for Roads and Bridges of the
Georgia State Department of Transportation.
PART 4 - MATERIALS & CONSTRUCTION FOR BASE COURSE
Materials and construction for the graded aggregate base course shall be in accordance with
Section 310 of the Standard Specifications for Roads and Bridges of the Georgia State
Department of Transportation.
END OF SECTION
GRADED AGGREGATE BASE COURSE
4/11/2007
TS 3-1
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
SECTION TS-4
GRADED AGGREGATE SURFACE COURSE
PART 1 -SCOPE
This section covers a graded aggregate surface course to a driveway or parking area, complete.
PART 2 - GENERAL SPECIFICATIONS
The graded aggregate surface course shall conform to all applicable specifications of Section
318 of the Standard Specifications for Roads and Bridges of the Georgia State Department of
Transportation, Latest Edition.
PART 3 - PREPARATION OF SUBGRADE
The sub grade to receive the graded aggregate surface course shall be constructed in accordance
with requirements of Section 209 of the Standard Specifications for Roads and Bridges of the
Georgia State Department of Transportation.
PART 4 - MATERIALS & CONSTRUCTION FOR SURFACE COURSE
Materials and construction for the graded aggregate surface course shall be in accordance with
Section 310 of the Standard Specifications for Roads and Bridges of the Georgia State
Department of Transportation.
END OF SECTION
GRADED AGGREGATE SURFACE COURSE
4/11/2007
TS 4--1
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
SECTION TS-S
BITUMINOUS PAVING
PART 1- SCOPE
1.1 This section covers the replacement of pavement for linear water and/or sewer line
cuts in roads including asphalt overlay of existing roadways.
PART 2 - GENERAL
1.2 After installation of the water lines and compaction requirements are met, 10.5" of
graded aggregate base shall be installed and compacted in accordance with Section TS-
4. The top 2.5" of the graded aggregate base material shall be removed and replaced
with Type "B" asphalt binder upon installation of the asphalt cap. A 1-1/2" overlay of
Type "F" asphalt will be applied for a 50' width along transverse cuts and for the width
of street in longitudinal cuts.
2.2 Asphalt driveway patches will be 2 inches thick on compacted subgrade. This also
applies to cuts through asphalt valley gutters.
PART 3 - SEASONAL LIMITATIONS
3.1 No bituminous mixtures shall be applied for surface treatment between October 21st
and April 10th except as directed by the Engineer .
PART 4 - WEATHER LIMITATIONS
4.1 Bituminous mixtures shall not be produced or placed during rainy weather, when the
sub grade or base course is frozen or shows any evidence of excess moisture nor when
the moisture on the surface to be paved would prevent proper bond nor when the air
temperature is less than 45 degrees F. in the shade away from artificial heat.
PART 5 - APPLICABLE SPECIFICATIONS
5.1 All work and materials required under this section of the specifications shall conform
to the applicable sections of the Standard Specifications of the Augusta Utilities
Department, Augusta Engineering Department and/or Georgia Department of
Transportation (GDOT).
BITUMINOUS PAVING
4/11/2007
TS 5-1
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
PART6-SUBGRADE
6.1 The sub grade shall be prepared as specified under the sections of the above
specifications covering sub grade preparation.
PART 7 - SURFACE COURSE
7.1. ASPHALT CONCRETE: The asphalt concrete mixture shall conform to the Georgia
Department of Transportation, Standard Specifications for Highway Construction, for
Type B asphalt binder for pavement patches and Type F asphalt concrete for pavement
overlays. The job mix shall be approved by the engineer and no material shall be used
until approved.
7.2 TRANSPORTATION AND DELIVERY: The mixture shall be transported from the
mixing plant to the point of use in approved vehicles. Loads shall not be of such size or
weight as to interfere with the efficient operation of the spreader. Loads shall not be
sent out so late in the day as to prevent the completion of spreading and compaction of
the mixture during daylight, unless artificial light is provided. The mixture shall be
delivered at a temperature between 225 degrees F. and 325 degrees F. and within 20
degrees F. oftemperature set at the mixing plant.
7.3 SPREADING: Upon arrival at the point of dumping, the mixture shall be dumped into
the hopper and spread by mechanical pavers, true to line, grade and cross section
specified and to the loose depth that will secure the required compacted thickness of 1-
1/2 inches. The hot mixture shall be free from lumps and shall be spread while it is in a
workable condition.
After the mixture has been screeded and before roller compaction is started, the surface
shall be checked, all fat spots and irregular areas removed and replaced with
satisfactory material. All irregularities in alignment and grade along the outside edge
shall also be corrected by the addition or removal of mixture before the edge is rolled.
7.4 COMPACTION: While the mixture is hot, it shall be compacted thoroughly and
uniformly by rolling. The surface of the compacted mixture shall be smooth, and true
to crown and grade. Any mixture that becomes loose or broken, mixed with dirt, or is
in any way defective, shall be removed and replaced with fresh hot mixture which
shall be immediately compacted to conform to the surrounding area. Any area showing
an excess of bituminous materials shall be removed and replaced, and the edges shall
be kept to a reasonable straight line and trimmed.
The density after compaction shall be at least 98 percent of the laboratory-determined
density.
BITUMINOUS PAVING
4/11/2007
TS 5-2
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
7.5 PROTECTION OF PAVEMENT: The newly finished pavement shall be protected
from vehicular traffic of any kind until the pavement has cooled and hardened and in
no case less than 6 hours.
7.6 TOLERANCE: The finished surface shall not vary more than '/8 inch in 10 feet from
the true profile and cross section.
PART 8 - TESTS
8.1 The above work will be subject to thickness and compaction tests as deemed necessary
by the Engineer. Such tests will be at the expense of the Contractor.
END OF SECTION
BITUMINOUS PAVING
4/11/2007
TS 5-3
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
SECTION TS-6
CONCRETE CONSTRUCTION
PART 1- SCOPE
1.1 This section covers concrete construction, complete, including reinforcement thereof.
PART 2 - FORMS
2.1 Forms shall be of wood, metal, structural hardboard or other suitable material that will
produce the required surface finish. Forms placed for successive pours for continuous
surfaces shall be fitted to accurate alignment to assure a smooth completed surface free
from irregularities, and shall be sufficiently tight to prevent the loss of mortar. No
forms shall be left permanently in place without approval of the Engineer. Holes
resulting from removal of form ties shall be filled solid within 12 hours after removal
of forms with cement mortar.
PART 3 - REINFORCING AND EMBEDDED METALS
3.1 Bar reinforcement shall be intermediate grade new billet steel conforming to the
requirements of the ASTM Designation A15. All bars 3/8 inch and larger shall be
deformed bars conforming to ASTM Designation A305. Detailing, fabrication and
tagging of reinforcement shall be done in accordance with ACI "Manual of Standard
Practice for Detailing Reinforced Concrete Structures" (ACI 315), except that where
longer laps are indicated on the design drawings, the drawings shall govern. Wire fabric
reinforcement shall consist of steel wire conforming to the requirements of ASTM
Designation A185. Anchor bolts and structural shapes shall conform to ASTM
Designation A36. Exposed surfaces of embedded steel shall be given one shop coat of
Red Lead Iron Oxide conforming for Federal Specification TT -P-86c, Type II, unless
otherwise noted on the drawings. Anchor bolts and miscellaneous steel items to be
embedded in concrete shall be accurately placed in accordance with the drawings, and
adequately secured in position to prevent dislodgement during concrete placing
operations. Anchor bolts shall be protected after concrete has been placed and set by
daubing with grease, wrapping with burlap, and covering bolts with wooden boxes.
PART 4 - CONCRETE
4.1 All concrete shall be equivalent to ready mix concrete manufactured and delivered in
accordance with the requirements of ASTM Designation C94 and having a compressive
strength at 28 days of 3,000 psi, except as noted herein. The concrete manufacturer
shall assume the responsibility of the design of the concrete mix in accordance with
Alternate No.2 of ASTM C94. Air entrained concrete shall be used for all concrete.
4.2 MATERIALS
A. Cement: Cement shall be Type I or IA "Portland" cement, all one manufacturer,
conforming to ASTM, C150 or ASTM C175, respectively.
CONCRETE CONSTRUCTION
4/11/2007
TS 6-1
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
B. Aggregates: Aggregates shall conform to ASTM C33. Coarse aggregate shall be
crushed rock or gravel and graded from * inch to number 4 sieve for mass or
foundation concrete. Fine aggregate shall be natural sand.
C. Mixing water shall be proportioned so that slump when measured with standard
slump cone does not exceed the following:
Slabs on grade .......................Max 4", Min 3"
Footings..................................Max 5", Min 3"
All others................................Max 6", Min 3"
D. Joint Filler Strips: Pre-molded joint filler strips shall be resilient compressive,
bituminous and fiber materials saturated with at least 35 percent and not over 50
percent by weight of asphalt. Poured type joint composition for expansion joints
shall be elastic compound made up of asphalt and colloidal mineral fillers.
4.2 PLACING CONCRETE: Runways for wheeled equipment shall be provided to convey
concrete. Runways shall not be supported on the reinforcement. Concrete shall be
placed and compacted in layers not over 24 inches deep. Vibrators may be used
provided they are used under experienced supervision and the mixture is dry enough to
prevent segregation. Form vibrators shall not be used. Vibration shall not be used for
transporting or moving concrete inside forms. No more concrete shall be placed than
can be consolidated and finished the same day as placed. Free fall of concrete shall be
limited so that no segregation of materials occurs.
4.3 JOINTS: Construction joints not indicated on drawings shall be approved by the
Engineer in advance of pour. Joints in foundation walls shall be keyed. Before
depositing the concrete is resumed, the hardened surface shall be roughened, cleaned of
foreign matter and thoroughly wetted but not saturated. The cleaned and wetted
surfaces shall be slushed with a coating of neat cement grout against which the new
concrete shall be placed before the grout has attained its set.
4.4 FINISHING: After stripping forms, all voids and honeycombs shall be patched by
chipping and scarifying the defective areas and treating it with an approved bonding
agent. All such voids shall be patched, not merely plastered. Grout mixture shall consist
of one part Portland cement and one part sand. Immediately following removal of
forms, all fins and irregular projections shall be removed from all surfaces except from
those which are not to be exposed or waterproofed. Slabs shall be struck-off and
consolidated by approved machine or hand methods, screeding and tamping concrete so
that upon completion, the surface shall be true to grade as shown on drawings and free
of surface voids. All floors shall have a monolithic steel trowel finish unless otherwise
indicated on the drawings. Exterior walls shall be compacted, screeded and floated to antrue even surface with wood floats and then broomed.
END OF SECTION
CONCRETE CONSTRUCTION
4/11/2007
TS 6-2
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
SECTION TS-7
GRASSING BERMUDA
PART 1 - GENERAL
1.1 DESCRIPTION: This section covers the furnishing of all labor and materials and the
performance of all work required to assure the establishment of a temporary cover of
grass where required on all disturbed areas of the site not intended for paving, and a
dense permanent cover of grass on all disturbed areas of the site owned by the City of
Augusta which are not intended for paving.
PART 2 - PRODUCTS
2.1 MATERIALS
A. The following material shall be as specified by the "Standard Specifications,"
published by the State Department of Transportation of Georgia, latest edition.
Agriculture Lime .....................................Article 882.02
Fertilizer...... ..... ....... ......................... ........Article 891.01
Sod...... ......... ............. ................. ............. .Article 890.03
Seed. ........................................................ .Article 890.01
PART 3 - EXECUTION
3.1 CONSTRUCTION
A. Ground preparation: Final grades shall be as existed prior to construction.
Washes, low spots and hillocks or windrows will be evened and the bed will be
smoothed to facilitate uniform drainage after establishment of the turf. Graded
surfaces will be maintained in a smooth and even condition until the required
cover is established.
B. After the areas to be grassed have been brought to an even and smooth grade,
they shall be thoroughly loosened to a depth of at least 6 inches by plowing,
discing, harrowing, or other approved methods until the tillage is acceptable as
suitable for planting. During tillage operation, the surface shall be cleared of all
roots, cable, wire, or other waste material which might hinder final grading,
planting, or subsequent maintenance operations.
C. Application of fertilizer and lime: fertilizer shall be distributed unifoffi Ily at a
rate of 1500 pounds per acre of commercial 6-12-12 analysis fertilizer, and shall
be incorporated into the soil to a depth of approximately 3 inches by discing,
harrowing, or other "approved methods. The incorporation of fertilizer may be a
part of the tillage operation specified above, or a part of the hydroseeding
GRASSING BERMUDA
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TS 7-1
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
procedure as described below.
D. Immediately following, or simultaneously with, the incorporation of fertilizer,
lime shall be distributed at the rate of 3000 pounds per acre, and shall be
incorporated into the soil to a depth of at least three inches by discing,
harrowing, or other acceptable methods. The incorporation of lime along with
the fertilizer may form a part of the tillage operation specified above.
E. Not less than 30 days after completion of seeding, the Contractor shall furnish
and apply Nitrate of Soda or Ammonium Sulphate to the planted areas. Nitrate
of Soda shall be a commercial product, containing not less than 16 percent
Nitrogen and Ammonium Sulphate not less than 20 percent Nitrogen. The
Nitrogen fertilizer shall be uniformly spread and distributed with approved
equipment at a rate that will give not less than 60 pounds of available Nitrogen
per acre. Other commercial types of nitrogenous material may be substituted at
the option of the Contractor. The time of application shall be limited to the
season of June through August.
3.2 PERMANENT SEEDING
A. Between the dates of April 1 and June 1, Hulled Common Bermuda seed shall
be applied at a rate of 10 pounds of seed per acre.
B. Between the dates of October 1 and March 1, Unhulled Common Bermuda seed
shall be applied at a rate of 10 pounds of seed per acre.
C. If seeding is undertaken between September 15 and February 15, Unhulled
Common Bermuda seed shall be applied at a rate of 6 pounds of seed per acre
simultaneously with Rye seed at a rate of 28 pounds per acre.
D. Seed may be applied by means of a hydro-seeder or other means approved by
the Engineer.
E. Immediately after seeding operations have been completed, the areas shall be
compacted by means of a cultipacker, roller wood float, or other approved
equipment sufficiently weighted, or compacted by hand methods, to reduce air
pockets to a minimum. The complete planted area shall be left with a firm, even
surface, free from abrupt humps and hollows, and to the established grade.
F. All areas seeded for temporary or permanent grass shall be unifornlly mulched
with hay or straw at the rate of 2 1/2 tons per acre, except where hydro seeding is
employed using a cellulose mulch mixed with the seed and fertilizer.
GRASSING BERMUDA
4/11/2007
TS 7-2
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
3.3 TEMPORARY GRASS
A. Temporary grass shall be used when directed by the Engineer to control erosion
where permanent grassing cannot be planted.
B. Temporary grass shall be a quick growing species such as rye grass suitable to
the area and season. Seeding shall be done in accordance with the permanent
grassing requirements above, except that ground preparation shall be the
minimum required to provide a seed bed where further grading will be required.
Areas that require no further grading shall be prepared as described in
"GROUND PREPARATION" above. Lime shall be omitted unless the area will
later be planted in permanent grass without further grading, in which case lime
shall be applied as described above. Fertilizer shall be applied at the rate of 400
pounds per acre. Nitrogen shall be omitted.
C. In March or April of the following year, as soon as weather is suitable, all areas
planted in temporary grass which are owned by the City of Augusta shall be
thoroughly plowed up and grassed in accordance with the applicable permanent
grassing method described above.
D. MAINTENANCE: The Contractor shall erect necessary warning signs and
barriers, mow grassed areas, and repair or replace grassed areas failing to show
a uniform growth of grass or damaged by his operations, and shall otherwise
maintain the grass until final acceptance of the contract. Replacement of dried
out or damaged grass shall be at the Contractor's expense.
3.4 ACCEPTANCE
A. Grassed areas will be accepted when a "Final Stabilization" is achieved. (See
Section "TS-8, 3.1.D".
B. The work may be accepted in whole or in part as determined by the Engineer
and the Owner.
END OF SECTION
GRASSING BERMUDA
4/11/2007
TS 7-3
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
SECTION TS-8
EROSION, SEDIMENTATION, & POLLUTION CONTROL MEASURES
PART 1 - GENERAL:
1.1 This section covers erosion, sedimentation and storm water pollution control measures
as shown on the plan or required on the .job and are intended to comply with the
requirements of the Georgia Environmental Protection Division's General Permit No.
GAR 100002, latest edition. For the purpose of this project and as referenced in the
General Permit, the Owner and the Contractor are considered the "Primary Permittee,"
and the Contractor and all his subcontractors shall be considered the "Operator."
1.2 The measures shown on the plans and specified herein are minimum requirements and
may be augmented by the Engineer if positive control is not established for storm
magnitudes up to and including a 25 year rainfall event. These specifications and the
corresponding plans do not, in any way, relieve the Contractor of any obligations with
respect to permits for wetlands, storm water, stream buffers, flood plains or any other
local, state or federal requirements.
PART 2 - CONSTRUCTION SCHEDULE
2.1 The construction schedule shown on the Erosion, Sedimentation and Pollution Control
Plans pertains to ES&PC work only, and defines the sequence of implementation of
"Best Management Practices" (BMPs). It is not to be submitted as the Contractor's
work schedule/timeline required after award of contract. .
PART 3 - DEFINITIONS
3.1 All terms used in this section shall be interpreted in accordance with the definitions set
forth in the NPDES General Permit, some of which are restated as follows:
A. "Best Management Practices" (BMP's)" means schedule of actIVItIes,
prohibitions of practices, maintenance procedures and other management
practices to prevent or reduce the pollution of waters of the state. BMP's also
include treatment requirements, operating procedures and practices to control
site runoff, spillage or leaks, sludge or waste disposal or drainage from raw
material storage.
B. "Buffer" means the area of land immediately adjacent to the banks of state
waters in its natural state of vegetation, which facilitates the protection of water
quality and aquatic habitat.
EROSION, SEDIMENTATION & POLLUTION CONTROL MEASURES
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TS 8-1
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
C. "Construction Activity" means the disturbance of soils associated with clearing,
grading, excavating, and filling of land or other similar activities which may
result in soil erosion.
D. "Final Stabilization" means that all soil disturbing activities at the site have been
completed, and that for unpaved areas and areas not covered by permanent
structures, 100% of the soil surface is uniformly covered in permanent
vegetation with a density of 70% or greater, or equivalent permanent
stabilization measures (such as the use of rip rap, gabions, permanent mulches
or geotextiles) have been used. Permanent vegetation shall consist of: planted
trees, shrubs, perennial vines; a crop of perennial vegetation appropriate for the
time of year and region; or a crop of annual vegetation and a seeding of target
crop perennials appropriate for the region. Final stabilization applies to each
phase of construction. For infrastructure construction projects on land used for
agricultural or silvicultural purposes, final stabilization may be accomplished by
stabilizing the disturbed land for its agricultural or silvicultural use.
E. "Grading" means altering ground surfaces to specified elevations, dimensions
and/or slopes; this includes stripping, cutting, filling, stockpiling and shaping or
any combination thereof.
F. "Qualified Personnel" means a person who has successfully completed an
erosion and sediment control short course or an equivalent course approved by
the Environmental Protection Division (EPD) and the Georgia Soil and Water
Conservation Commission and have obtained GSWCC Certification credentials.
G. "Waters of the State" means any and all rivers, streams, creeks branches, lakes,
reservoirs, ponds, drainage systems, springs wells, wetlands and all other bodies
of surface or subsurface water, natural or artificial, lying within or forming a
part of the boundaries of the State which are not entirely confined and retained
completely upon the property of a single individual, partnership or corporation.
PART4-GENERALPROCEDURES
4.1 The Contractor shall utilize, at a mInImum, Best Management Practices, including
sound construction practices to prevent and minimize erosion and resultant
sedimentation, which are consistent with and no less stringent than those practices
contained in the "Manual for Erosion and Sediment Control in Georgia," published by
the State Soil and Water Conservation Commission as of January 1 of the year in which
the land disturbing activity was permitted, as well as the following:
A. Stripping of vegetation, grading and other development activities shall be
conducted in such a manner as to minimize erosion. Earth areas which are not to
be paved shall be grassed at the earliest possible time during the construction
phase, so as to minimize exposure to rainfall and run-off.
EROSION, SEDIMENTATION & POLLUTION CONTROL MEASURES
4/11/2007
TS 8-2
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
B. Unnecessary cut and fill operations shall be kept to a minimum, except that
temporary berms, wherever possible, should be constructed at the end of each
day of grading, in order to contain sediment and slow down erosion, should
rainfall occur during the night. Berms shall also be constructed, where needed,
to prevent sediment from being transported onto areas outside the actual
construction limits.
C. Whenever feasible, existing natural vegetation shall be retained, protected and
supplemented.
D. Disturbed areas and the duration of exposure to erosive elements shall be kept to
a practicable minimum.
E. Temporary vegetation and/or mulching shall be employed to protect exposed
critical areas during development.
F. Permanent vegetation and structural erosion control measures shall be installed
as soon as practicable.
G. To the extent necessary, sediment in run-off water shall be trapped by the use of
debris basins, silt traps, silt barriers, or similar measures until the disturbed area
is stabilized.
H. Adequate provisions shall be provided to minimize damage from surface water
to the cut face of excavations and the sloping surfaces of fills.
I. Cuts and fills shall not endanger adjoining property.
J. Fills shall not encroach upon natural water courses or constructed channels in a
manner so as to adversely affect other property owners.
K. Construction equipment shall cross flowing streams by means of bridges or
culverts, except when such methods are not feasible, provided in any case that
such crossings shall be kept to a minimum and provided that the appropriate
stream buffer variances and wetlands approvals have been obtained from the
Environmental Protection Division (EPD) and the Corps of Engineers,
respectively.
L. Should the specified erosion, sedimentation and pollution control measures
prove to be inadequate, additional measures as directed by Engineer shall be
provided for treatment or control of any source of sediments. Additional
adequate sedimentation control facilities to retain sediments on site or to
preclude sedimentation of adjacent waters shall be implemented.
M. Except when a prior variance has been obtained from EPD or where a drainage
EROSION, SEDIMENTATION & POLLUTION CONTROL MEASURES
4/11/2007
TS 8-3
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
structure must be constructed with adequate erosion control measures, no
construction activities shall be conducted within a 25 foot buffer along the tops
of banks on all state waters nor within a 50 foot buffer along the tops of banks
on all state waters classified as "trout streams." If required for construction
purposes, a buffer variance will be applied for by the Owner.
N. Whenever possible, proposed storm water piping systems and detention ponds
shall be constructed prior to other earth disturbing operations. The storm water
piping and detention system shall then be used as a means to control erosion and
sediment on the site.
O. Sediment basins of the temporary nature shall be constructed as shown on plans
and as required to retain sediment on the site. All temporary sediment basins
shall be maintained in accordance with the "Manual for Erosion and Sediment
Control in Georgia," latest edition and then removed when final stabilization is
attained.
P. Where erosion due to wind is likely to be of concern, trees or groups of trees
and bushes should be left standing, wherever possible, to serve as windbreaks.
PARTS-ELEMENTS OF THE PLAN
5.1 The minimum requirements for the prevention of erosion and sedimentation for this site
are depicted on the plans and specified herein. The elements of the plan are discussed
as follows, and are listed in chronological order, as far as is practical. The construction
activities should proceed in the order listed.
A. Remove all marketable timber from the limits of construction, rights-of-way,
utility easements, designated fill areas, and other areas to be cleared.
B. Begin clearing and grubbing operations only after silt barriers are installed
immediately after the area has been cleared for their placement, install dams,
berms and all other remaining erosion and sedimentation control measures as
shown on the drawings and specified herein. Care shall be taken not to clear and
grub beyond the construction limit.
C. Contractor shall notify Engineer within 24 hours after the installation of the
initial soil erosion control measures so that the Engineer may inspect the
measures in accordance with the EPD General Permit.
D. As grading operations commence, the topsoil shall be stripped and stockpiled in
mounds surrounded by berms. As mentioned above, berms or windrows shall be
constructed each afternoon at approximately 100 foot intervals across the
graded areas, except in the low-lying areas ofthe project. This action will tend
to check erosion should rainfall be experienced during the night.
EROSION, SEDIMENTATION & POLLUTION CONTROL MEASURES
4/11/2007
TS 8-4
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
E. Construction on the sanitary and storm sewer lines should be commenced as
soon as grading operations have been substantially completed. The disturbed
strip along each line which is located outside of a street right-of-way should be
grassed immediately upon the completion of trench backfilling, as described
below.
F. A graded depression around each catch basin on the site shall be used to contain
sediment during construction in accordance with the "Manual for Erosion and
Sediment Control in Georgia," latest edition.
G. As soon as the graded areas which are not to be paved, to be built upon, or
receive underground utilities have been brought to final grade, three or four
inches of topsoil shall be spread over these areas. Grassing operations should
begin immediately, as described in the grassing specifications. Roadway
shoulders and slopes shall receive a similar treatment as soon as the installation
of the utilities are complete.
H All grassing will be performed in accordance with the section of the
specifications titled "Grassing." Should seasonal limitations prevent the
establishment of the permanent grass cover, the area to be grassed shall be
covered with temporary grass cover; then the permanent grass will be
established as soon as its growing season is reached.
1. The hay bale dams and silt fencing described above shall not be removed until
the surrounding pavement base material has been placed and is ready for
priming and/or areas are properly stabilized.
J. In no instance, shall any pollutants, hazardous waste or solid materials including
petroleum products, building materials, etc. be discharged to waters of the State.
K. All work shall be in accordance with good grading practice and shall conform to
accepted practices in accordance with the "Manual for Erosion and Sediment
Control in Georgia" (latest edition).
PART 6 - INSPECTIONS. SAMPLING & MONITORING:
6.1 The Contractor shall be aware that the Owner may contract with a third party to perform
additional site inspections of erosion, sedimentation and pollution control measures and
also procure samples of storm water runoff for testing in accordance with the
requirements of the EPD General Permit No. GAR 100002. Third party inspections and
samplings shall not relieve the Contractor of any obligations with respect to these
specifications or that required by the EPD General Permit GAR 100002. Should any
inspections determine that there are deficiencies in the Contractor's work, then
corrective action will be required as directed by the Engineer or Owner.
EROSION, SEDIMENTATION & POLLUTION CONTROL MEASURES
4/11/2007
TS 8-5
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
A. Contractor's Requirements. With respect to inspections, sampling and
monitoring for compliance with EPD General Permit, the Contractor shall, at a
minimum, be responsible for the following:
1. Each day when any type of construction activity has taken place on site,
qualified personnel provided by the Contractor shall inspect: a) all areas
on the site where petroleum products are stored, used or handled for
spills and leaks from vehicles and equipment; b) all locations on the site
where vehicles enter or exit the site for evidence of off-site sediment
tracking; and c) all silt retention basins, traps, barriers, etc. for evidence
of failures, potential failures or excess silt accumulation.
2. These inspections must also occur after each rainfall event on the site
and must be continued until such time that the project is complete and
the site has achieved final stabilization. The Contractor shall document
these daily inspections on a form provided by or approved by the
Engineer and must submit these forms weekly and after each rainfall
event to the Owner's designated representative. Additionally, should a
deficiency in any of the erosion control measures be noted, the
Contractor shall notify the Engineer within 24 hours.
3. Erosion and sedimentation control measures shall be inspected by a
representative of the Owner beginning with the first earth disturbing
activity and continuing through final stabilization of the project site.
Storm water monitoring, sampling and testing will be accomplished by
personnel representing the Owner beginning with the first earth
disturbing activity and continuing through final stabilization of the
project site. The Contractor shall allow the monitoring agency access to
the site at all hours of the day by providing a key to any locked gates and
shall also coordinate these services by notifying the monitoring agency
when: a) the first rainfall event of 0.5 inch or more in 24 hours occurs on
the site after the clearing and grubbing operations have been completed
in the drainage area of the location selected as the representative
sampling location; and b) whenever a rainfall event that reaches or
exceed 0.5 inch that occurs either 90 days after the first sampling event
or after all mass grading operations have been completed in the drainage
area for the representative sampling location.
B. Subcontractor's Requirements: Subcontractors shall be considered as acting
under the direction of the Contractor in his role as the Operator under the EPD
General Permit. The Contractor shall insure that all subcontractors comply with
the Permit. Subcontractors shall be responsible, at a minimum, for the
following:
EROSION, SEDIMENTATION & POLLUTION CONTROL MEASURES
4/11/2007
TS 8-6
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
1. Each day when any type of construction activity has taken place on his
portion of the site, the Subcontractor shall inspect: a) all areas on the site
where petroleum products are stored, used or handled for spills and leaks
from vehicles and equipment; b) all locations on the site where vehicles
enter or exit the site for evidence of off-site sediment tracking; and c) all
silt retention basins, traps, barriers, etc. for evidence of failures, potential
failures or excess silt accumulation.
2.. These inspections must also occur after each rainfall event on the site
and must be continued until such time that the project is complete and
the site has achieved final stabilization.
3. The Subcontractor shall immediately report any noted deficiencies to the
Contractor, who will take appropriate corrective action.
END OF SECTION
EROSION, SEDIMENTATION & POLLUTION CONTROL MEASURES
4/1112007
TS 8-7
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
SECTION TS-9
FLOW ABLE FILL
PART 1 - SCOPE
1.1 The work covered by this section of specifications consists of furnishing all labor,
equipment, appliances, and materials, and in performing all operations in connection
with the installation of flowable fill work, complete, in strict accordance with this
specification and the applicable drawings, and subject to the terms and conditions of the
Contract.
PART 2 - FLOW ABLE FILL MIX DESIGN
2.1 The mixes fall into the categories of "very flowable" and "less flowable," which is
controlled by the amount of water that is added. The less flowable mix should be used
when it is desirable to put traffic back on a roadway quickly (usually 8 to 10 hours) or
when being used to backfill pipes which could "float" out of position due to the buoyant
effect of the very flowable fill mix. This mix will still self-consolidate around pipes
without any "honeycomb" areas. Adding water to flow able fill to obtain the desired
plastic characteristics will not compromise the quality of the hardened flowable fill.
Less Flowable Mix (Mix 1)
WEIGHTS VOLUME
Min. 50 lbs Cement 0.25
Min. 600 lbs. Fly Ash 4.24
SSD 2500 lbs Sand 15.17
55gal. 458 lbs Chlorides Water 7.34
Total Cubic Feet 27.00
REFERENCE
ASTM C150 Type I or II
ASTM C618 Class C
Clean, potable < 500 ppm
2.2 Above values are based on specific gravities - cement 3.15, fly ash 2.27, sand 2.64, and
water 1.00. Anticipated unconfined compressive strength is 80 psi at 28 days and 150
psi at 56 days. For "very flowable" fill (Mix 2), add 10 gallons of water per cubic yard
of Mix 1.
PART 3 - INSTALLATION OF FLOWABLE FILL
3.1 The trench shall be prepared and the pipe joints placed as normal. There should be at
least 6 inches of flow able fill above any utility line. Once the pipe is covered, it will be
sufficiently anchored and water may be added to the remaining flowable fill to ease
FLOW ABLE FILL
4/11/2007
TS 9-1
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
placement without danger of floating the pipe. If it is important to quickly return traffic
to the roadway, the flow able fill mixture shall not be altered by the addition of water.
3.2 The flowable fill may be discharged from the ready-mix truck into the space to be
filled, or by other methods approved by the Utilities Department representative. The
mix may be placed in part depth or full depth as conditions at the site dictate. Formed
walls or other bulkheads shall be constructed to withstand the mounded soil rather than
wood or metal forms. When backfilling utility lines, flowable fill shall be distributed
evenly to prevent movement ofthe line.
3.3 The material is self-consolidating and there is no need to use vibrators. Finishing can be
accomplished with a square shovel if the fill surface is at the bottom of pavement or
with a wood float if the surface will be temporarily used as a finished surface.
3.4 Once the flow able fill is in the trench, the self-consolidating material displaces the
extra water not needed for maximum density. Provision shall be made for this "bleed
water' to run off and away from the surface ofthe hardening flowable fill (use of vapor
barriers such as plastic sheets is not desired). The material will usually support foot
traffic within an hour after the bleeding ends. Typically, full traffic can be allowed on
the hardened flowable fill within 8 to 20 hours (depending on site conditions, volume to
be backfilled, etc.). Without damage to the fill or any structures below. Ifit is necessary
to return traffic in less than 8 hours, or if there is concern that traffic flow will "rut" the
hardening flowable fill, steel plates shall be used to bridge over the hardening flowable
fill as directed by the Utilities Department representative. If the filled cavity is too wide
to bridge, steel plates shall be placed on top of the hardening flow able fill as soon as it
is able to support foot traffic (one hour after bleeding ends), and full traffic can be
allowed without damage to the fill or structure below.
3.5 As the extra water is displace from the consolidating flowable fill, there will be an
initial subsidence of about one-eighth (l/8) of an inch per vertical foot. Once the
flowable fill hardens, there will not be future settlement. The hardened flow able fill
can be shaped to grade the next day to allow the patch thickness required. The patch
may be applied directly to the cured flowable fill.
3.6 It will be the responsibility of the Contractor to furnish the necessary information to
obtain approval of the mix design and to use the necessary construction techniques to
assure that the finished material will perform as intended.
END OF SECTION
FLOW ABLE FILL
4/11/2007
TS 9-2
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
SECTION TS-IO
CURBS AND GUTTERS, CONCRETE
PART 1 - SCOPE
1.1 This section covers construction of Portland cement concrete curbs and gutters,
complete.
PART 2 - CONCRETE
2.1 Concrete and the equipment, workmanship and materials therefore shall conform to the
applicable requirements of the "Concrete Construction" section, except as hereinafter
specified. Concrete shall have a slump of not more than 3 inches. The concrete
mixtures shall have an air content by volume of 4.5 percent, plus or minus 1.5 percent,
based on measurement made on concrete immediately after discharge from the mixer.
PART 3 - MATERIALS:
3.1 Provide materials, not specifically described but required for proper completion of the
work of this Section, as selected by the Contractor subject to the approval of the
Engineer.
PART 4 - EXECUTION:
4.1 SUB GRADE PREPARATION
A. The sub grade shall be constructed true to grade and cross section. The sub grade
shall be of materials equal in bearing quality to the sub grade under the adjacent
roadway or street and shall be placed and compacted to conform with applicable
requirements of "Graded Aggregate Base Course" with the following
modifications. The sub grade for curb and gutter shall extend in all cases at least
one foot in width back of the curb or gutter or valley pavement. The sub grade
shall be tested for grade and cross section by means of a template extending the
full width of the curb, gutter, or combination curb and gutter. The sub grade
shall be maintained in a smooth, compacted condition, in conformity with the
required section and established grade until the concrete is placed. In cold
weather, the sub grade shall be prepared and protected so as to produce a
sub grade free from frost when the concrete is deposited.
4.2 FORMS
A. Forms shall be of wood or steel, straight, and of sufficient strength to resist
springing during depositing and consolidating the concrete. The outside forms
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AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
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shall have a height equal to the full depth of the curb or gutter. The inside form
of curb shall have batter as indicated and shall be securely fastened to and
supported by the outside form. Straight forms of wood shall be two inch
nominal surface plank, and of steel, shall be of approved section with a flat
surface at the top. Rigid forms shall be provided for curb returns except that
benders or thick plank forms may be used for curb or curb returns with a radius
of ten feet or more, when grade changes occur in the return, or where the central
angle is such that a rigid form with a central angle of ninety degrees cannot be
used. Back forms for curb may be made of one half inch benders, for the full
height of the curb, cleated together. Curb forms shall be carefully set to
alignment and grade and to conform to the dimensions of the curb. Forms shall
be held rigidly in place by the use of stakes placed at intervals not to exceed
four feet. Clamps, spreaders, and braces shall be used where required to insure
rigidity in the forms. The forms on the front of the curb shall be removed not
less than two hours nor more than six hours after the concrete has been placed.
Forms back of curb shall remain in place until the face and top of the curb have
been finished as specified in the Finishing paragraph. Gutter forms shall not be
removed for twelve hours after the concrete has been placed. Forms shall not be
removed while the concrete is sufficiently plastic to slump in any direction.
Forms shall be cleaned and coated with form oil each time before concrete is
placed. Wood forms may, instead, be thoroughly wetted with water before
concrete is placed, except that with probable freezing temperatures, oiling is
mandatory.
4.3. JOINTS
A. Expansion joints and contraction joints shall be constructed at right angles to the
line of curb, gutter, and combination curb and gutter. Dowels, tie bars and
reinforcement when required will be shown on the plans and shall be installed
in accordance with the applicable details.
B. Contraction Joints: Contraction joints shall be constructed by means of one-
eighth inch thick separators, of a section conforming to the cross section of the
curb, gutter, entrance pavements, and combination curb and gutter. Contraction
joints shall be so placed that monolithic sections between curb returns will not
be less than five feet nor greater than fifteen feet after the concrete has set
sufficiently to preserve the width and shape of the joint. After separator plates
have been removed, all exposed edges of joints shall be rounded with the proper
edging tool to a radius of one-fourth inch.
C. Expansion Joints: Expansion joints shall be formed by means of preformed
expansion joint filler material cut and shaped to the cross section of the curb,
gutter, entrance, and combination curb and gutter.
D. Expansion joint filler, unless otherwise specified, shall conform to ASTM
Standard D1751-60 or D1752-60 or shall be resin impregnated fiberboard
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conforming to the physical requirements of ASTM Standard D1752-60.
Expansion joints shall be provided in curb and combination curb and gutter at
the ends of all returns. Expansion joints at least one half inch in width shall be
provided at intervals not exceeding fifty feet. Expansion joints shall be provided
in nonreinforced concrete gutter at the locations indicated.
4.4. CONSTRUCTION
A. Curbs, Gutters and Combination Curb and Gutters: Shall be of the dimensions
and sections shown on the drawings.
B. Reconstruction: Where the plans provide for reconstruction of existing curb or
combination curb and gutter and the limit of new work specified does not fall on
a joint, the entire section shall be removed and the new curb, combination curb
and gutter or entrance pavement shall join the old curb at the first joint line
beyond the specified limit.
C. Placing Concrete: The faces and adjacent edges of abutting rigid pavements and
structures shall be painted with an approved bituminous material prior to
placing concrete. Concrete shall be placed in the forms to the specified depth in
six inch layers and thoroughly consolidated by tamping and spading so that
there are no rock pockets at forms, and mortar entirely covers the top surfaces.
Concrete may be compacted by means of mechanical vibrators.
D Finishing: The edges of the gutter and top of the curb shall be rounded with an
edging tool to a radius of one-fourth inch and the surfaces shall be floated and
finished with a smooth wood float until true to grade and section and uniform in
texture. The floated surfaces shall then be brushed with a fine hair brush with
longitudinal strokes. Immediately after removing the front curb form, the face
of the curb shall be rubbed with a wood or concrete rubbing block and water
until blemishes, form marks, and tool marks have been removed. The surface,
while still wet, shall be brushed in the same manner as the gutter and curb top.
The top surface of gutter and entrance shall be finished to grade with a wood
float. Except at grade changes or curves, the finished surfaces shall not vary,
from the testing edge of a ten foot straightedge, more than one-eighth inch for
gutter and entrance and one-fourth inch for top and face of curb. Irregularities
exceeding the above shall be satisfactorily corrected. Visible surfaces and edges
of the finished curb, gutter, and combination curb and gutter shall be free of
blemishes and form and tool marks, and shall be uniform in color, shape, and
appearance.
E. Curb forming machines for constructing curb and gutter will be approved based
on trial use on the job. Use of the equipment shall be discontinued at any time
during the construction if the equipment produces unsatisfactory results, and the
work shall be removed and reconstructed for the full length between regularly
scheduled joints. Removed portions shall be disposed of as directed.
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AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
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4.5. CURING AND PROTECTION
A. Curing: Immediately after the finishing operations, the exposed concrete
surfaces shall be cured by one of the following methods as the Contractor may
elect:
B. Mat Method: The entire exposed surface shall be covered with cotton mats
conforming to Federal Specification DD-M-148 or with t"YO or more layers of
burlap conforming to Federal Specification CCC-C-467b having a combined
weight of fourteen ounces or more per square yard when dry. Mats shall overlap
each other at least six inches. The mat shall be thoroughly wetted with water
prior to placing on the concrete surface and shall be kept continuously in a
saturated condition and in intimate contact with concrete for not less than seven
days.
C. Impervious Sheeting Method: The entire exposed surface shall be wetted with a
fine spray of water and then covered with waterproof paper conforming to
ASTM Standard C171 63, or with wetted polyethylene coated burlap or
polyethylene sheeting conforming to the water retention requirements of ASTM
Standard C 171-63; polyethylene sheeting and polyethylene film bonded to
burlap shall be not less than 0.004 inch thick.
1) Sheets shall be laid directly on the concrete surface with a light colored
side up and overlapped twelve inches when a continuous sheet is not
used. The curing medium shall not be less than eighteen inches wider
than the concrete surface to be cured and shall be securely weighted
down by placing a bank of moist earth on the edges just outside the
forms and over the transverse laps of form closed joints. Sheets shall be
satisfactorily repaired or replaced if damaged during curing. The curing
medium shall remain on the concrete surface to be cured for not less
than seven days.
2) Membrane Curing Method: The entire exposed surfaces shall be covered
with a clear membrane forming curing compound. The curing
compound shall be applied in two coats by hand operated pressure
sprayers at the coverage of approximately two hundred square feet per
gallon for both coats. The second coat shall be applied in the direction
approximately at right angles to the direction of application of the first
coat. The compound shall form a uniform continuous coherent film that
will not check, crack, or peel and shall be free from pin holes and other
imperfections. Concrete surfaces that are subjected to heavy rainfall
within three hours after the curing compound has been applied shall be
resprayed by the method and at the coverage specified above at no
additional cost to the Owner. Joint openings shall be sealed at the top by
inserting moistened paper or fiber rope or covering with strips or
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AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
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waterproof paper prior to application of the curing compound, in a
manner to prevent the curing compound from entering the joint.
Concrete surfaces to which membrane curing compounds have been
applied shall be adequately, protected for seven days from pedestrian
and vehicular traffic and from any other action which might disrupt the
continuity of the membrane. Any area covered with curing compound
and damaged by subsequent construction operations within the seven
day period shall be re-sprayed as specified above at no additional
expense to the Owner.
3) Protection: After curing, debris shall be removed and the backfill shall
be placed as indicated. The completed curb, gutter, and combination
curb and gutter shall be protected from damage until accepted. The
Contractor shall repair damaged concrete and clean concrete discolored
during construction. Curb, gutter, and combination curb and gutter that
are damaged shall be remove and reconstructed for the entire length
between regularly scheduled joints, not by refinishing the damaged
portion. Removed damaged portions shall be disposed of as directed.
4.6 SEALING JOINTS
A. The sealing of expansion joints in curb and gutter sections will not be required.
Any expansion joint material protruding after the concrete is cured shall be
trimmed flush with the surface. Expansion joints in the valley pavement shall be
sealed with an approved joint sealer, conforming to Federal Specification SS-S-
164. The joint opening shall be thoroughly cleaned of all foreign material before
the sealing material is placed. The sealing shall be done in such manner that the
material will not be spilled on the exposed surfaces of the concrete. Any excess
material on the exposed surfaces of the concrete shall be removed immediately
and the exposed concrete surfaces cleaned.
END OF SECTION
CURBS AND GUTTERS, CONCRETE
4/11/2007
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AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
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SECTION TS-ll
CONCRETE PAVEMENT
PART 1 - SCOPE
1.1 This section covers the construction of concrete pavements. The work shall consist of a
pavement composed of Portland cement concrete constructed on a prepared sub grade in
accordance with these specifications, and in the areas and to the typical cross sections
shown in the plans. The Contractor is to provide for the construction and completion in
every detail of the work described. The Contractor shall furnish all labor, materials,
equipment, tools, transportation and supplies required to complete the work in
accordance with the plans, specifications, and terms of the contract documents.
1.2 Concrete pavement construction shall conform in all respects to the section "Concrete
Construction" of these specifications. The requirements below shall be considered
additional requirements for pavement.
PART 2 - SUBMITTALS AND APPROVALS:
2.1 Concrete and other materials specified shall be furnished from sources of supply
approved by the Engineer. The Contractor shall submit a "Proposed Paving
Construction Plan," showing joint types and locations, and a statement of proposed
sequence and schedule of paving operations. This submittal shall also include a brief
description of paving equipment to be used.
PART 3 - PRODUCTS:
3.1 MATERIALS
A. Concrete shall be composed of Portland cement, aggregates, and water
conforming to the section of these specifications on Concrete Construction
except as noted below.
B. The concrete shall have the following percentages of entrained air:
1)
For 112 inch maximum size aggregate, entrained air content shall be
5 +/- percent by volume.
2)
For: 3/4 or 1 inch maximum size aggregate, entrained air content shall
be 6 +/- percent by volume.
3)
Joint materials and curing compounds shall be as specified under the
section "Concrete Construction" hereof.
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3.2 CONCRETE MIX, DESIGN AND TESTING
A. The concrete mix shall conform to the section "Concrete Construction" hereof,
except that the slump range shall be 2 to 4 inches.
PART 4 -EXECUTION:
4.1 PLACING AND FINISHING
A. SUBGRADE PREPARATION: Subgrade construction shall generally conform
to Section 300.04 of the Standard Specifications for Roads and Bridges of the
Georgia Department of Transportation, latest edition.
B. The sub grade shall be systematically test rolled with a heavily loaded vehicle
prior to paving. All soft and yielding material and portions of the sub grade that
will not compact readily when rolled or tamped shall be removed and replaced
with suitable material. The sub grade shall be brought to an unyielding condition
by compacting it to uniform density at or slightly above standard optimum
moisture. Immediately prior to placing concrete, the sub grade shall be
moistened as required to provide a uniform dampened surface, at the time
concrete is placed.
C. LINES AND GRADES: The concrete pavement shall be installed true to line
and grade accurate to accommodate the thickness of the specified surface
courses in each individual area. Where alternates may be specified, plan 'grades
shall be adjusted accordingly.
D. FORMING: Forms shall be set to the required grades and lines to facilitate
orderly concrete placement. Forms shall be of such cross section and strength
and so secured as to resist the pressure of the concrete when placed without
springing or settlement. Forms shall be cleaned after each use and coated with
form release agent as often as required to ensure separation from concrete
without damage.
In lieu of fixed forms, the Contractor may place concrete with a slip form paver
designed to spread, consolidate, screed and float finish the freshly placed
concrete in one complete pass of the machine. The slip form paver shall be
operated with as nearly a continuous forward movement as possible, with
stopping and starting of the paver held to a minimum.
E. CONCRETE PLACEMENT: Concrete shall be deposited and consolidated in
such a manner as to prevent the formation of voids or honeycomb pockets.
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However, over consolidation of the concrete so as to cause segregation of
aggregates shall be avoided.
F. JOINTS: Contraction joints, expansion joints, and construction joints shall be
placed as indicated on the approved "Proposed Paving Construction Plan,"
specified above. Depth of contraction joints shall be equal to at least one-fourth
the depth of the slab and may be installed by either hand- forming, or by sawing.
If sawing is used, the joints shall be cut as soon as the saw will not ravel the
edges and in no case more than 24 hours after the pavement has been placed.
G. FINISHING: The finishing sequence of all slabs shall consist of striking off and
consolidating, floating, straight-edging and final surface finishing. Adding
water to the surface of the concrete to assist in finishing operations shall not be
permitted. A uniform, gritty, non-slip finish shall be provided using a stiff-
bristled broom or by the use of a burlap drag just before the water sheen
disappears.
H. CURING: Curing shall be as specified under "Concrete Construction" of
these specifications.
END OF SECTION
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AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
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SECTION TS-12
SANITARY SEWER SYSTEM
PART 1 - SCOPE
1.1 This section covers work associated with the sanitary sewer system.
PART 2 - GENERAL
2.1 The Contractor/Developer is responsible for verifying the exact location, size and material
of any existing wastewater facility proposed for connection or use by the project.
2.2 All work that occurs in the public right-of-way shall comply with the City of Augusta's
"Development Documents" (latest version) and the "Right-of-Way Encroachment
Guidelines" (latest version). Any field changes that occur in the public right-of-way and
are not specifically related to water or sewer items shall be coordinated with the Augusta
Engineering Department.
PART 3 - STANDARDS FOR SANITARY SEWERAGE
3.1 COVER - Standard cover requirements are as follows:
A. Minimum cover to finished grade over wastewater collection lines shall be four
(4) feet, and maximum cover shall be twenty (20) feet, unless otherwise
approved by AUD. Any exceptions must be approved by AUD engineering
prior to construction. AUD reserves the right to reject proposals with less than
four (4) feet of cover
3.2 HORIZONTAL SEPARATION
A. Horizontal separation distances are as follows, with distances listed from edge
to edge of listed items.
1) Ten (10) feet to water lines and storm sewer lines.
2) Fifteen (15) feet to buildings, top of bank of lakes/streams/creeks, other
structures (10 feet absolute minimum - only when unavoidable, and pipe
material is required to be DIP).
3) Ten (10) feet minimum separation to gas mains.
4) Ten (10) feet minimum to underground electric cable. Unless otherwise
specified, horizontal spacing should conform to the following rules,
where all separation distances listed are edge to edge:
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3.3 VERTICAL SEPARATION
A. Eighteen (18) inch minimum separation (edge to edge) between all pipes and
cables shall be maintained, with a six-inch (6") absolute minimum separation
with DIP.
3.4 WASTEWATER COLLECTION PIPE MATERIALS
A. General Requirements
1) Pipe for wastewaters shall be polyvinyl chloride (PVC) or ductile iron
pipe (DIP) as outlined below. However, DIP is considered a required
measure for special applications only. Standard pipe lengths not greater
than 20 feet shall be used. Force main pipe shall be of approved C900-
CL200 PVC water pipe or ductile iron pipe conforming to A WW A C150
& C151 (latest version).
2) PVC pipe shall be manufactured from virgin resin conforming to ASTM
D-3034 (latest version) with minimum classification of SDR-35 for
pipes less than 15" diameter and SDR-26 for pipes greater than 15"
diameter. PVC shall be jointed with a rubber gasket and shall conform
to ASTM F477 (latest version) and manufacturer's recommendations.
Solvent weld is prohibited
3) DIP shall be epoxy-lined and conform to AWWA C151/ANSI A21.51
(latest version). Design methods shall conform to AWWA C150/ANSI
A21.50 (latest version). DIP shall be pressure class 350 for 16" and
smaller. DIP shall be of the bell and spigot type with push-on joints
conforming to ANSI A21.11 (latest version) or with restrained joints
where the application requires restraint.
4) All fittings shall be of the same quality and material as the pipe to be
used. Pipe classes shall be determined based upon the installation and
the use intended. Pipe shall be appropriately labeled on the drawings.
WYE fittings shall be utilized. TEE fittings and saddles shall not be
allowed. All DIP fittings shall be ductile iron.
5) Aerial pipe shall be mechanical joint DIP or continuous weld, wrapped
and coated steel pipe. Piers shall be placed at every joint directly behind
the bell. Site conditions may dictate construction utilizing more
stringent requirements than indicated in the standard detail. Anchor
collars shall be constructed on the pipe whenever pipe grade is 20% or
greater. Restrainers may be used in lieu of collars when a particular
brand and method are determined equivalent.
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B. Applications that Require DIP
DIP shall be required in the following circumstances:
1) When wastewater line has less than four (4) feet of cover. Minimum
depth of cover for DIP is two (2) feet. Concurrence of the AUD
engineering department must be obtained prior to constructing
wastewater line with such shallow cover.
2) When a wastewater line crosses over storm pipe. (Must be one joint of
DIP centered on the crossing).
3) When a wastewater line passes laterally within one (1) foot of a storm
sewer pipe. (Must be one joint of DIP centered on the crossing).
4) When a wastewater line is to have in excess of eighteen (18) feet of fill.
5) When a wastewater line is at the maximum slope of 20%.
6) For last joint of pipe at all drop manholes greater than three (3) feet.
7) When a wastewater line is less than six (6) feet under a street.
8) The Utilities Director may mandate DIP in any instances of off-site or
on-site construction where future abuse to the line is possible due to
location or circumstances, extensive length under pavement, or in
private property away from right-of-way areas.
C. Connections to existing sewer system, "Tie-Ins"
1) New Sewer Systems
New sewer mains shall be tied-in to the existing sewers at locations
indicated on the plans. No lines smaller than six (6) inches shall be tied
to a sewer line or manhole. All tie-ins to existing manholes shall be
cored. The Contractor shall be responsible for maintaining
uninterrupted service of the wastewater during tie-in operations. No
connection to existing wastewater facilities shall be allowed until the
proposed sewer line is inspected and approved by AUD's Inspector.
D. Wastewater Collection Lines
1) Wastewater Line Bedding:
a. Bedding requirements shall apply to wastewater lines only. They
are considered minimum bedding requirements and as such, do
not relieve the Engineer/Contractor of the responsibility to
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AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
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provide any additional bedding necessary for proper
construction.
b. Bedding shall be carefully placed along the full width of the
trench so that the pipe is true to line and grade of the pipe barrel.
Bell holes shall be provided so as to relieve pipe bells of all load,
but small enough to ensure that support is provided throughout
the length of pipe. Crushed stone embedment material shall
conform to ASTM C33, Graduation #57 (GA DOT STD 800.1).
Bedding material shall be placed underneath and be carried up
the sides ofthe pipe as specified below.
c. Class B Bedding shall be performed by first undercutting the
trench an adequate amount to provide bedding under the pipe
bell. The trench shall then be brought to grade with compacted
crushed stone as specified above for the full width of the trench.
The bedding material shall be placed in the zone four (4) inches
below the pipe and the pipe laid to line and grade and backfilled
with compacted crushed stone placed the full width of the trench
up to one-half the outside diameter of the pipe. Select backfill
placed in six (6) inch layers and compacted shall be the backfill
from the springline of pipe to 18 inches above the pipe. A
minimum Class B Bedding shall be used for all plastic pipes.
d. Class C Bedding shall be performed by first undercutting the
trench an adequate amount to provide bedding under the pipe
bell. The trench shall then be brought to grade with compacted
crushed stone as specified above for the full width of the trench.
The bedding material shall be placed in the zone four (4) inches
below the pipe and the pipe laid to line and grade and backfilled
with compacted crushed stone placed the full width of the trench
up to one-fourth the outside diameter of the pipe. Select backfill
placed in six (6) inch layers and compacted shall be the backfill
from the bedding material to 18 inches above the pipe. A
minimum Class C Bedding shall be used for all ductile iron pipes
when required by AUD.
2) Laying Belled Pipe
Belled pipe shall be laid with the bell end up grade and in general, all
pipe laying shall start and proceed up grade from the point of connection
at the sewer line or other starting point. Pipe shall be laid in a straight
line at a uniform grade between manholes.
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3) Transitions
Material for transition (e.g., PVC to DIP) shall be indicated and
specified. Where offset of DIP is required, restrained joint DIP shall be
installed.
4) Backfilling Around Pipe
As soon as the joint material has set, fine earth shall be carefully tamped
around each joint, and around and over the pipe to a depth of at least 2
feet above the top of gravity pipelines. Selected materials for this
purpose shall be Class I or II soils as specified in ASTM D2321.
Reconstruction of any roadway section or right-of-way shall be in
accordance with the Georgia Department of Transportation and Augusta,
Georgia Specifications (AUD- Detail 18).
5) Boring and Jacking
Jacking and boring for water and sewer lines is covered in Section
"TS-13,3.4.C"
E. Wastewater Manholes:
1) General Guidelines
SANITARY SEWER SYSTEM
4/11/2007
a.
The elevation drop across the manhole inverts shall be 0.1 feet
unless otherwise approved by AUD.
b.
Precast manholes shall conform to the latest edition of ASTM C-
478 (five inch wall thickness). Use six (6) inch wall thickness if
manhole exceeds 20 feet in depth. All holes for incoming and
outgoing pipe will, whenever possible, be precast, with pipe tie-
in made using PS 1 0 flexible gasket, manufactured by PressSeal
Gasket Corporation, or approved equal. In the event of the
necessity of cutting new holes, the holes shall be machined cored
neatly and carefully so as not to damage the structural integrity
of the manhole and large enough to allow the insertion of a
flexible rubber boot. Precast holes shall be flexible boot fitted.
c.
Barrel joints shall be tongue and groove with preformed plastic
meeting the requirements of Federal Specifications SS-S-00210,
"Sealing Compounds, Preformed Plastic Pipe Joints", Type I,
rope form, also known as "Ram-Neck." Eccentric manholes
cones are required. Inverts shall be constructed of 3,000 psi
plant mix concrete. Manhole steps shall be. installed in all
sections of each manhole as indicated on the drawings. Frame
and covers shall be cast or ductile iron and set in a bed of mortar
on the top of the manhole and completely grouted outside and
TS 12-5
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
wiped smooth. Offsite rings and covers shall be integrated into
the cone. Ring and cover shall be USF-668 or approved equal.
Cover shall read "Wastewater." Watertight manhole covers are
to be used wherever street runoff or high water may flood the
manhole tops. Locked manhole covers may be may be desirable
in isolated easement locations or where vandalism may be a
problem.
2) Additional manhole guidelines are as follows:
a. Where corrosive conditions due to septicity or other causes is
anticipated, consideration shall be given to providing corrosion
protection on the interior of the manholes.
b. The minimum diameter of manholes shall be 48 inches; larger
diameters are required for large diameter sewers. A minimum
access diameter of 22-~ inches shall be provided.
c. A bench shall be provided on each side of any manhole channel
(ref. AUD Std. Detail 2) when the pipe diameter(s) is less than
the manhole diameter. The bench should be sloped no less than
12 inch per foot (4 percent). No lateral sewer, service connection,
or drop manhole pipe shall discharge onto the surface of the
bench.
3) Manhole Inverts
a. Manhole flow channels shall be constructed of concrete, sewer
pipe, brick or precast, and shall be of semicircular section. Each
manhole shall be provided with such channels for all connecting
sewers.
b. The inverts shall conform accurately to the size of the adjoining
pipes. Side inverts shall be curved and main inverts where
direction changes shall be laid out in smooth curves of the
longest possible radius which is tangent to the centerlines of
adjoining sewers.
4) Drop Manholes
a.
Drop inlets shall be provided into manholes on wastewaters for
incoming lines having inverts two (2) feet or more above the
inverts of the manhole outlet lines. Drop pipe and fittings shall
be encased in masonry integral with the manhole and extending
from the manhole base to the top of the incoming sewer.
Diameter of drop manholes shall be four feet at a minimum (ref.
AUD Std. Detail!).
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AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
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b. Outside drop manholes shall be precast and constructed for
incoming lines having invert 24 inches or more above the invert
of the manhole outlet, with DIP and tie rods per AUD-Detail 1.
Shallow manholes shall be precast or Type B slab top precast and
shall be constructed in accordance with ASTM C-478 (latest
version).
c. Drop manholes should be constructed with an outside drop
connection. Inside drop connection (when necessary) shall be
secure to the interior wall of the manhole and provide access for
cleaning. Inside drop connections shall be used only when
approved by the Utilities Department Engineering Division.
d. Due to the unequal earth pressure that may result from the
backfilling operation in the vicinity of the manhole, the entire
outside drop connection shall be encased in gravel.
5) Setting Manhole Frames and Covers
Manhole frames shall be set with the tops conforming accurately to the
grade of the pavement or finished concentric with the top of the masonry
and in a full bed of mortar so that the space between the top of the
manhole masonry and the bottom flange of the frame shall be
completely filled and made watertight. A thick ring of mortar extending
to the outer edge of the masonry shall be placed all around the bottom
flange. The mortar shall be smoothly finished to be flush with the top of
the flange and have a slight slope to shed water away from the frame.
Manhole covers shall be left in place in the frames on completion of
other work at the manholes. Offsite manholes shall have rings and
covers integrated into the manhole cone, with watertight fittings.
6) Setting Precast Manhole Sections
a.
Precast-reinforced concrete manhole sections shall be set so as to
be vertical and with sections and steps in true alignment.
b.
All holes in sections, used for their handling, shall be thoroughly
plugged with mortar. The mortar shall be 1 part cement to 12
parts sand; mixed slightly damp to the touch until it is dense and
an excess of paste appears on the surface; and then finished
smooth and flush with adjoining surfaces. Exterior manhole
wraps may be required in corrosive soils.
SANITARY SEWER SYSTEM
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TS 12-7
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
F. Sewer Structures
Appurtenant sewer structures shall be constructed according to one or more of
the following methods:
1) Masonry
Brick for manholes and other sewer structures shall be laid with shove
joints completely filled with mortar. Horizontal joints shall not exceed
1/2 inch, vertical joints 1/3 inch on their interior face. In circular
structures, all brick shall be laid as header with joints broken between
courses. Interior joints shall be struck or wiped smooth with the face of
the wall. The exterior of wastewater manholes shall be plastered to a
thickness of at least 2 inches.
2) Laying Brick and Concrete Block Work
a. Only clean brick or block shall be used. The brick or block shall
be moistened by suitable means, as directed, until they are
neither so dry as to absorb water from the mortar, nor so wet as
to be slippery when laid.
b. Each brick or block shall be laid in a full bed and joint of mortar
without repairing subsequent grouting, flushing, or filling, and
shall be thoroughly bonded as directed.
3) Plastering and Curing Brick or Block Masonry
a. Outside faces of masonry shall be plastered with mortar from 3
inch to 6 inches thick. If required, the masonry shall be properly
moistened prior to application of the mortar. The plaster shall be
carefully spread and troweled so that all cracks are thoroughly
worked out. After hardening, the plaster shall be carefully
checked by being tapped for bond and soundness. Unbonded or
unsound plaster shall be removed and replaced.
b. Masonry and plaster shall be protected from too rapid drying by
the use of burlap kept moist, or by other approved means, and
shall be protected from the weather and frost, all as required.
3.5 CONSTRUCTION GUIDELINES
A. Deviation from Plans
1) During construction, when deviations from approved plans are
desired, the AUD Inspector shall be notified. Revised plans shall be
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AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
submitted to AUD as soon as possible for approval after coordination
with AUD, the Engineer, and the Contractor. Budgetary items shall be
coordinated with AUD prior to beginning revised work. A minor
change is one that does not affect capacities, flows or operation and may
be allowed in the field during construction by AUD's Inspector. The
Inspector shall have authority as to what constitutes a minor or major
change. A complete set of "red-line" drawings clearly showing any
changes shall be submitted to the AUD Inspector at the completion of
the work, and must be reviewed and approved prior to final payment.
2) Record Drawings
a. The Contractor shall record, on a weekly basis, on one set of
utility drawings all changes and deviations from the contract
drawings in sizes, lines or grade. Record also the exact final
location of water lines by offset distances to surface
improvements such as edge of existing pavement or to property
markers, etc. at a maximum interval of 200 feet. Make sufficient
measurements to definitely locate all water lines to permanent
points. The drawings will show references to all valves, fittings,
pipe brand changes, etc., and shall use the approved Augusta,
GA edge of pavement layer as a reference. Transfer accurately
all such records in red pen or pencil to white prints of the utility
drawings and deliver them to the Inspector with the monthly
payment estimate.
b. At the completion of the water and/or wastewater construction
and prior to recording the final plat, the Contractor shall furnish
AUD's Inspector with red-line drawings of the project. The
drawings must show all field changes made to the approved
drawings.
3) Field Verification
The Contractor is responsible for verifying the exact location, size and
material of any existing wastewater facility proposed for connection or
use by the project. No publicly owned water or wastewater line shall be
uncovered without prior coordination with AUD.
B. Erosion and Sedimentation Act Compliance
All phases of construction shall be completed in accordance with the Erosion
and Sedimentation Act 12-7-1 et seq.
c. Work Conducted in Rights-of-way
All work that occurs in the public rights-of-way shall comply with the Augusta
Planning Commission's "Development Documents" (latest version), and
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AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
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Augusta Engineering Department's "Right-of-Way Encroachment Guidelines"
(latest version), and will require an encroachment permit available from AED.
Any field changes that occur in the public rights-of-way and which are not
specifically related to water or sewer items shall be coordinated with AED.
Any work proposed in an Augusta right-of-way shall require a traffic control
plan approved by Augusta Engineering Dept. two weeks prior to the beginning
of construction.
D. Wastewater Collection System Installation Methods
Authorization must be obtained from AUD to construct, alter or modify a
wastewater line. Construction of sewer infrastructure will be authorized by the
Utilities Department upon approval of submitted plans and notification of AUD
at least 48 hours (two working days) prior to starting construction.
1) PVC gravity sewer pipe and force main shall be installed in accordance to
ASTM D2321, latest version. Ductile iron gravity sewer pipe and force
main shall be installed in accordance with A WW A C600, latest version.
2) Loading or unloading and storage of pipe, fittings, valves, etc. shall be
done such that to avoid damage. All pipes shall be carefully examined
before it is installed in the trench. Damaged pipe or pipe which does not
meet specification requirements shall be rejected and removed from the
work site. The interior of all pipe, fittings, valves, etc. shall be kept free
of dirt and foreign matter at all times. All piping shall be placed in a dry
trench with a stable bottom. Wet trench installation shall be allowed only
upon written approval of the Utilities Director.
3) Backfill shall be free of boulders and debris, and shall conform to
Georgia Department of Transportation Specifications. Sharp or rocky
material encountered in the base shall be replaced with proper bedding.
Pipe shall be laid on line and grade as designed. Pipe joints, gravity
blocks, service connections, and conflicts shall be left exposed until
visually inspected and approved by the AUD's Inspector.
4) All concrete cradles, saddles, or encasements shall be installed as shown
on the plans. These structures shall be constructed in strict accordance to
the details shown on the plans. Concrete shall have a 28 day compressive
strength of 3000 psi when tested in accordance with ASTM Specification
C-39.
5) All manholes indicated on the plans shall be furnished and installed by
the Contractor in strict accordance with the plans. The invert channels
shall be smooth and accurately shaped to the semicircular bottom
conforming to the inside of the adjacent sewer sections as shown on AUD
Std. Details 1-3. Changes in direction of the sewer and entering branches
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shall have as long a radius of the true curvature as the size of the manhole
will permit.
6) The top of manholes shall be topped out with brick as indicated on AUD
Std. Detail 1. The number of courses will depend on the required
elevation of the top of the manhole. The maximum number of brick
courses allowed shall be three (3).
7) New sewer lines shall be inspected, with an AUD inspector present, by
mandrel-pulling, lamp-lighting, and air testing main lines and services,
and vacuum testing manholes. In the event that a problem is found, AUD
may require use of a camera inspection with an Augusta Utilities
Department Inspector present. The Developer will then provide AUD
with a color VHS system videotape of the inside of every reach of
wastewater line installed. The tape shall record manhole number to
manhole number, date of recording, and distance from start of run. The
tape shall include a distance and location description of every service line
connection installed. The manhole numbering system shall be the same
as shown on the approved development plans.
8) All construction material shall be first quality, not previously used.
Repair clamps are not acceptable. Damaged or faulty pipe and materials
must be properly replaced. All gaskets shall be new. When connecting
to existing valves or fittings, gaskets shall be replaced, not reused.
SANITARY SEWER SYSTEM
4/11/2007
a.
Laying Sewer Pipe: The pipe shall be laid with bell or groove
end upgrade. Pipe shall be tested for soundness, clear interior
and satisfactory joint surfaces before lowering the pipe into the
trench. Pipe shall be laid in straight lines and on uniform grades
between points where changes in alignment or grade are shown.
The pipe barrel shall be uniformly bedded. The line and invert
grade of each pipe shall be checked from a top line carried on
batter boards not over 25 feet apart or by use of a laser beam
target inserted in each joint. Pipes shall be laid to form a smooth,
uniform invert. A stopper shall be installed in the pipe mouth
when pipe laying is not in progress.
b.
Bulkheads for Tying-In and New Line Flushing: The contractor
shall build a tight bulkhead in the pipeline where new work
enters an existing sewer. The bulkhead shall remain in place
until it's removal is authorized by the Engineer.
c.
Sewer Line Flushing: All wastewater collection lines, except
building connections, shall be flushed with clean potable water in
sufficient volume to obtain free flow through each line. All
obstructions shall be removed and all defects corrected. As soon
TS 12-11
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
as possible after the pipe and manholes are completed on any
line, the Contractor shall flush out the pipeline using a rubber
ball ahead of the water. None of the flushing water or debris
shall be permitted to enter any existing sewer.
d. Temporary Plugs: Care shall be taken to prevent earth, water
and other materials from entering the pipe, manholes, services,
etc. At all times, locations and/or instances when pipe laying
operations are not actually in progress, incl. stub-outs, where
pipe laying operations cease daily or are otherwise suspended,
the Contractor shall place a suitable watertight plug/stopper in
the open ends of all pipes and in all openings for manholes.
Open ends of pipes and branches shall be closed with pre-
molded, gasketed plugs in conformance with the pipe
manufacturer's requirements and specifications. If water is in
the trench when work is resumed, the plug shall not be removed
until all danger of water entering the pipe has passed.
END OF SECTION
SANITARY SEWER SYSTEM
4/11/2007
TS 12-12
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
SECTION TS-13
WATER DISTRIBUTION SYSTEM
PART 1 - SCOPE
1.1 This section covers all work associated with the water distribution system.
PART 2 - GENERAL
2.1 The Contractor/Developer is responsible for verifying the exact location, size and material
of any existing water facility proposed for connection or use by the project.
2.2 All work that occurs in the public right-of-way shall comply with the City of Augusta's
"Development Documents" (latest version) and the "Right-of-Way Encroachment
Guidelines" (latest version). Any field changes that occur in the public right-of-way and
are not specifically related to water or sewer items shall be coordinated with the Augusta
Engineering Department.
PART 3 - STANDARDS FOR WATER MAINS
3.1 COVER - Standard cover requirements are as follows:
A. Standard depth of cover is 4 feet below existing and proposed road surface
(and areas designed for normal traffic loading) unless otherwise approved by
Augusta Utilities Department (AUD).
B. Minimum cover to finished grade over water mains shall be 36 inches.
Minimum cover under ditch bottoms shall be 24 inches. Any variance III
minimum cover must be approved by AUD on a case-by-case basis.
C. In the event the shoulder of the road should rise above the roadway level, the
water main shall be placed at a depth to maintain 4 feet below the road surface
in order to keep a four foot depth for future driveway cuts.
3.2 HORIZONTAL SEPARATION
A. Unless otherwise specified, horizontal spacing should conform to the following
rules, where all separation distances listed are edge to edge:
1) Ten (10) feet to any existing or proposed wastewater lines or force main,
storm sewer or sewer manhole. Horizontal separation of less than 10
feet requires pipe material to be DIP for water mains, wastewater lines
or force mains.
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AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
2) Fifteen (15) feet to buildings, top of bank of lakes, streams, creeks or
other structures. Ten (10) feet is considered the absolute minimum, and
will only be considered by AUD when unavoidable. If separation
distance is less than ten (10) feet, the pipe material is required to be DIP.
3) Where horizontal separations between water and sewer cannot be met,
water and sewer lines shall be DIP, and joints staggered such that
maximum separation exists between joints AS APPROVED BY AUD.
4) Ten (10) feet minimum separation to gas mains.
5) Ten (10) feet minimum to underground electric cable.
6) Current Georgia EPD separation requirements.
3.3 VERTICAL SEPARATION
A. Unless otherwise specified, vertical spacing should conform to the following
rules, where all separation distances listed are edge to edge:
1) Water mains shall cross over and not under other pipes.
2) Eighteen (18) inch minimum separation between all pipes and cables
shall be maintained, with six (6) inch absolute minimum separation with
DIP, when conforming to Georgia EPD separation requirements.
3) When water mains cross under sewers, additional measures shall be
taken. At least 18 inches of separation between the bottom of the sewer
and the top of the water main shall be provided. Adequate structural
support for the sewer shall be provided to prevent deflection or settling
on the water main. No joint shall be encased under the crossing.
Encasement of the water pipe in concrete or flowable fill will also be
considered.
4) Where vertical separations between water and sewer cannot be met,
water and sewer lines shall be DIP, and joints staggered such that
maximum separation exists between joints AS APPROVED BY AN
AUDENGINEER.
5) Ten (10) feet minimum separation to gas mains.
6) Ten (10) feet minimum to underground electric cable.
7) Current Georgia EPD separation requirements.
WATER DISTRIBUTION SYSTEM
4/11/2007
TS 13-2
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
3.4 WATER MAIN MATERIAL
A. General Requirements
1) Water mains shall be ductile iron pipe (DIP). Polyvinyl chloride (PVC), or
galvanized pipe may be used only where necessary to match existing
materials encountered in field, as approved by Engineer.
2) DIP shall be centrifugally cast and shall conform to A WW A C150/ANSI
A21.50 (latest version) for design and AWWA C151/ANSI A21.51
(latest version) for manufacture. PVC pipe 6 inch to 12 inch diameter
shall conform to A WW A C900 (latest version). PVC pipe 14 inch to 36
inch diameter shall conform to A WW A C905 (latest version).
3) For water mains 6" through 16", DIP Pressure Class 350 shall be
allowed. For water mains 18" through 24", DIP Pressure Class 300 shall
be allowed. PVC C900 (most current date), Class 200, SDR-14 with
cast iron equivalent a.D.s, gasket bell end with elastomeric gaskets shall
be allowed for water mains 6" through 10" (solvent weld joints are not
permitted). Flanged DIP shall have threaded ductile iron flanges and
shall conform to the requirements of AWWA C1l5/ANSI 21.15 (latest
version). All flanges shall be ductile iron class 150 with a minimum
working pressure of 350 psi for diameters 3"-12", and 250 psi for 14"-
48" diameter pipe., and conform to ANSI B16.5 (latest version).
Flanges shall be flat faced and all joints shall use 1/8 inch black
neoprene full-faced gaskets.
4) Ductile iron pipe and fittings shall have bituminous coating outside and
shall be cement lined in accordance with AWWA C104/ANSI A21.4
(latest version). DIP shall have 1/16" cement mortar lining with rubber
gasket push-on joints, restrained joint, or mechanical joints. Mechanical
joint glands shall be ductile iron. Tee bolts and nuts shall be Cor-Ten
steel. Rubber gasket joints shall conform to A WW A C 111/ ANSI
A21.11 (latest version), and shall be furnished by the pipe manufacturer
with the pipe. A non-toxic vegetable soap lubricant shall be supplied
with the pipe in sufficient quantities for installing the pipe. The
lubricant shall be approved by NSF for use with potable water mains.
5) Pipe classes designated previously in this standard are mInImUm
allowed. Actual pipe class shall be determined based upon the
installation and the use intended. Pipe shall be appropriately labeled on
the drawings. All PVC pipe for potable water service shall bear the
approved stamp of the National Sanitation Foundation. Copper wire (12
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AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
gauge) shall be attached along the top of all buried PVC water lines,
wrapped around service corporations and stubbed up into all valves
boxes for locating purposes. This wire shall be mechanically spliced so
as to be electrically conductive, then insulated to protect against
corrosion of the bare wire.
6) Any pipe, solder and flux used during installation of the water lines and
services must be "lead-free" with not more than 8% lead in pipe and
fittings, and not more than 0.2% lead in solders and flux.
B. Applications That Require DIP: DIP shall be required as carrier pipe in the
following circumstances:
1) Within 10 feet of sanitary and storm pipes.
2) Within 15 feet of structures (near side of concrete footing), or top of
bank of lakes/streams/creeks.
3) Crossings over or under sewers and storm pipes with less than 18 inches
separation, with no joint allowed within 10 feet of crossing.
4) Within project boundaries of subdivisions with private roads where the
Utilities Department will take over the line for operations and
maintenance while the roads will not be deeded to Augusta.
5) Along all state rights-of-way.
6) The Utilities Director may mandate DIP in any instances of off-site or
on-site construction where future abuse to the line is possible due to
location or circumstances.
C. Boring and Jacking Water Lines
1) Where required by the drawings, the water line will be installed in a
steel casing, placed by boring and jacking. Where boring is required
under highways or city/county roads, the materials and workmanship
will be in accordance with the standards of the Georgia Department of
Transportation or local authority. Boring and jacking under railroads
will be governed by the latest A.R.E.A. Standards, Part 5, "Pipelines"
and those of the railroad involved. The following guidelines apply to
jack and bore installations:
2) Casing Pipe: The casing pipe shall conform to the materials standard of
ASTM Designation A252, with minimum wall thickness of 0.219 inch.
Steel pipe will have a minimum yield strength of 35,000 psi. Casing
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TS 13-4
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
pipe shall be joined together with welded joints, and work shall be
performed by a certified welder.
3) Carrier Pipe: The carrier pipe shall be ductile iron as specified herein.
4) Installation: The steel casing shall be installed by the "Dry Bore and
Jack" method. If voids develop or if the bored hole diameter is greater
than the outside diameter of the pipe by more than approximately 1 inch,
remedial measures will be taken as approved by an AUD Engineer.
5) When installing water line through casing, Contractor shall use
mechanical joint pipe with retainer glands through length of casing or
field-Iok gaskets. The water main shall be equipped with locking
gaskets placed throughout length of casing to adequately restrain the
pipe. The ends of the casing shall be sealed with brick and mortar, or a
manufactured collar. The pipe shall be supported by with a minimum of
two casing spacers per twenty (20) feet of pipe, with one spacer
approximately 1 foot from the bell of the pipe.
D. Restrained Joints:
1) The method used to restrain joints shall be suitable for the pipe size
thickness and test pressure as per manufacturer's specifications.
Retainer Glands/Mega-Lug shall be considered a restrained fitting.
2) Restrained Joints shall be DIP as follows:
a. For 12-inch and Smaller - Restrained joint shall be U.S. Pipe
Field Lok, American Ductile Iron Pipe Lok-Fast, EBAA Iron
Mega-Lug, or an equivalent product.
b. For 14-inch Diameter and Larger - Restrained joint shall be U.S.
Pipe TR Flex, American Ductile Iron Pipe Lok-Ring, or
equivalent product, or EBAA Iron Mega-Lug.
c. If inserting in older cast iron pipe, the restrained joint shall be as
approved by AUD.
E. Reaction Blocking:
In lieu of restrained joints, all plugs, caps, tees, bends and other fittings shall be
provided with adequate reaction blocking as shown on AUD-Details 11 &
12.Fittings shall be poly wrapped (6 mil) before pouring reaction blocking.
Thrust blocks shall be poured-in-place concrete having a minimum compressive
strength of 3,000 psi after 28 days of cure time. Soil bearing value shall be
2,000 psf maximum, and reaction blocking shall be made to bear directly
against the undisturbed trench wall. Lower soil bearing values shall be used
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AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
when soil is poor quality. Where trench conditions are, in the opinion of the
Engineer, unsuitable for reaction blocking, the Contractor shall provide tied
joints to adequately anchor the piping as shown on the drawings. All the rods
and clamps shall be given a bituminous protective coating. All materials,
fittings and appurtenances intended for use in pressure pipe systems shall be
designed and constructed for a minimum working pressure of 200 psi unless the
specific application dictates a higher working pressure requirement.
F. Material Transitions
When transitioning water lines, materials shall be indicated and specified and
must be approved by AUD. Asbestos-cement transitions shall follow the AUD
asbestos-cement water line crossing detail (AUD- Detail 20). Unspecified
transitions from DIP to PVC are not allowed. When transitioning, all
construction material shall be first quality, not previously used. Repair clamps
are not acceptable. Damaged or faulty pipe and materials must be properly
replaced. All gaskets shall be new. When connecting to existing valves or
fittings, gaskets shall be replaced, not reused.
G. Main Taps
Mains may be tapped as long as the tapping line is smaller than the tapped line
unless otherwise approved by AUD. See Section 14.2.2.2.9 for service tap
requirements. Equal size line connections approved by AUD shall require that a
tee be cut into the main where possible. Tees are also required at locations
dictated by the Utilities Director. Tapped connections in pipe and fittings shall
be made in such a manner as to provide a watertight joint and adequate strength
against pull-out. In addition, the following guidelines shall be met:
1) Tapping Sleeves and tapping crosses shall be of a heavy body ductile
iron, mechanical joint suitable for a working pressure of 200 psi for
sleeves and crosses larger than 14-inch, or a working pressure of250 psi
for sleeves and crosses equal to or less than 14-inch, or as approved by
AUD. Tapping sleeves and valves are required for all taps 4 inches and
greater. Taps less than 4 inches shall be provided with a service saddle
meeting the requirements of Section 14.2.2.2.9. Valves shall be
provided on all taps. Tapping sleeves shall be a minimum of 6 feet from
pipe joints.
2) Schedule 40 PVC shall only be used as a sleeve for the installation of
service line tubing under pavement areas. Use in the water distribution
system or other areas is not acceptable.
H. Water Service Lines and Taps
1) For 2" service lines: Galvanized pipe shall be seamless, American
made, Schedule 80 and shall conform to the ASTM Specifications.
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AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
2) Where water service lines connect to DIP or any pressure-rated pipe,
service saddles must be used. No direct service taps shall be allowed.
Brass double strap tapping saddles shall be used. U-bolt type straps are
not acceptable. All water service taps on the main shall be spaced at a
minimum distance of 18 inches apart and a minimum of 18 inches from
a bell or fitting. If two or more taps are required at a minimum spacing,
they shall be offset 450 alternatively. Services greater than one (1) inch
shall be seamless galvanized. Two-inch (2") services shall have three
2", 90-degree galvanized, non-malleable elbows per Augusta Utilities'
two-inch Water Service detail.
3) All service line taps shall be supplied with corporation stops (AUD-
Detai1l6). General requirements for corporation stops are as follows:
for 1" services, a Ford FB-600-4 or equivalent with a taper thread inlet
and flared copper outlet. For 1" water service lines, eighth bend shall be
the Ford LA02-44 or equivalent or the Ford LA04-44 or equivalent for
compression fittings.
4) Service line tubing shall be rolled of soft continuous and seamless
copper Type K conforming to A WW A C800 and ASTM B-88 (latest
version). The minimum diameter for residential use shall be one (1)
inch. The service line shall be laid in a straight line and be of a
continuous piece of pipe from corporation to curb cock (AUD-Detail
16), and shall not exceed 100 feet in length from the main to the meter.
No service line fittings shall be placed under the roadway. For wide
roadways, it may be considered placing fittings in the median. The curb
cock shall be located 6 inches behind and 8 inches below the top of new
curb or edge of asphalt.
I. Meter Installation
1) The Contractor shall furnish and install an approved meter box at the
termination point of all water services, and maintain the box until such
time as a meter is installed. Meter boxes for one and one-half inch
(112") and smaller meters are standard, while two-inch (2") can be
installed in a Rome oversized 2" cast-iron box. Meters three-inches (3")
and larger shall be installed in a meter vault. Meter boxes shall be Rome
type, 10" x 19" x 10" cast iron box and lid. The top shall have cast ribs
on the bottom side with four (4) legs to prevent sliding movement. The
box shall have a minimum weight of 3 7 lbs., for meters one and one-half
inch (112") or smaller. Meter and curb stop shall be fully encased by the
meter box. Meter vaults for meters two-inch (2") and larger shall be
pre-cast reinforced concrete using 3,000 psi concrete and #4 rebar
(AUD-Detail 15). No site built vaults are permitted. The access hatch
shall be made of heavy-duty aluminum, and shall be hinged and
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AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
lockable. The hatch shall be large enough for removal of the meter but
no smaller than 36" x 36". For commercial applications, the meter lid
shall have a notch to accommodate automated meter reading technology.
Wall dimensions shall allow 2 feet of working clearance. Vault floors
shall be no less than four inches (4") thick with 3,000 psi concrete and
#4 rebar, with the meter located no less than 18 inches off the floor. In
addition, all commercial meters shall have a bypass piping arrangement
approximately one size smaller than the meter to facilitate meter
removal. This bypass valving shall bypass the meter, but not the
backflow prevention device. If a bypass device is installed on the
backflow prevention device, then a separate backflow prevention device
should be installed on that bypass.
2) Meter boxes should generally be placed eighteen inches (18") inside the
adjacent utility easement that parallels the right-of-way. Where
sidewalk is installed, two feet (2') of clearance is required between the
customer's side of the sidewalk edge and the meter box. In
developments where the property line is not clearly defined (e.g.,
condominiums) the meter box should be placed for ready access as
approved by AUD. Meter boxes and control valves shall be accessible
and unobstructed for four feet (4') in all directions. This shall include
but not be limited to transformers, telephone junction boxes, walls, trees,
etc. Meters boxes shall not be placed in areas that can be fenced, such as
a backyard, and shall not be placed in any asphalt or concrete surfaced
areas unless approved in writing by AUD. For shopping centers, the
developer's engineer should give special consideration to meter layout
so as to satisfy these requirements. When no alternative is available but
to locate in asphalt, the top of box shall be flush with the asphalt surface.
Meter boxes shall not be located in low areas that normally receive
storm water. The box shall also be located outside of parking stalls.
The box and lid should be traffic bearing, but located outside of a
commonly trafficked area. Valves shall have concrete donuts when not
in asphalt or sidewalk.
3) Meters will be installed by AUD at the time service is required at the
stub-out, and will remain the property of AUD. Areas that are privately
owned where AUD does not own water or sewer utilities may be master
metered. Each unit within a residential building (i.e., duplex, triplex,
etc.) shall have a separate meter, unless prior approval is received from
the Utilities Director. AUD takes no responsibility for improperly sized
meters or the problems associated with them. Meters will be available in
the following sizes: 5/8 x 3/4, 1, 1 'lj, 2, 3, 4 -inch, and larger standard
sizes as necessary. AUD reserves the right to request historical data for
meter sizing.
WATER DISTRIBUTION SYSTEM
4/11/2007
TS 13-8
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
J. Valves, Fittings, and Appurtenances
1) Gate valves, 4 inches to 18 inches, shall be U.S. Pipe Metro-Seal 250
resilient seated gate valve, or equivalent, and must conform to A WW A
C509 (latest version). Valves larger than 18 inches shall be gear
operated butterfly valves, conforming to A WW A C504 (latest version).
Wafer valves will not be accepted.
2) Valves shall OPEN LEFT if installed south of Gordon Highway (SR
10), or OPEN RIGHT if installed north of Gordon Highway. Valves
shall be provided with valve stem extensions to within 6 inches of
ground surface, where centerline of pipe to grade is greater than 4 feet.
3) Valve boxes shall be M&H E-2702, Mueller H10364 or approved equal.
Each valve box shall be adjustable for a minimum cover of 3 feet. The
flanged base of the valve box shall be at least six (6) inches above the
pipe so not to stress water lines 4" and smaller. Extension pieces will be
required for additional depth over valves. Extensions shall be M&H E-
3120 or Mueller H-10375. Covers shall have "WATER" cast on top.
4) All valves, bends, tees, crosses and dead ends shall be restrained by
retainer glands, restrained gaskets, or by use of a concrete thrust block in
those instances that warrant such an installation.
5) Standard pressure pipe fittings of size four (4) inch ill and larger shall
be ductile iron conforming to A WW A C153 (latest version), with
mechanical joints unless flanged or restrained joints are required. Gray
cast-iron fittings are not allowed. Ductile iron fittings shall be epoxy
coated in accordance with A WW A C 116 (latest version). Mechanical
joint fittings, 24 inches and smaller shall be rated for 350 psi minimum
working pressure, while all fittings between 30 and 48 inches shall be
rated for 250 psi minimum working pressure. Mechanical joint fittings
54 through 64 inch shall be rated 150 psi minimum working pressure.
Glands for mechanical joint fittings shall be ductile iron. Only bolt
systems furnished by the manufacturer for mechanical joints are
acceptable; nuts and bolts shall be new, not reused. Pipe gaskets shall be
new as supplied by the pipe manufacturer. For sizes less than four (4)
inch ill, fittings shall be suitable to the pipe material and application.
6) For flanged pipe, flanges shall be ductile iron Class 150, ANSI B16.5.
Flanged joint fittings 14 inches and smaller shall be rated for 350 psi
minimum working pressure, and flanged joint fittings between 14 and 48
inches shall be rated for 250 psi working pressure. All flanges shall be
flat faced. Full face, 1/8 inch black neoprene gaskets shall be used on all
flanged joints. All joints shall conform to A WW A Cl15 (latest version).
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TS 13-9
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
Bolts, nuts and washers for flanges shall be hot dip galvanized, except
tee-bolts shall be Cor-Ten steel.
K. Fire Hydrants
1) Fire hydrants shall be provided BY THE Augusta Utilities Department
and installed by the Contractor.
2) Fire hydrants shall be of the dry barrel break-away type conforming to
A WW A C502 (latest version), with two 2 ~ inches threaded hose
nozzles and one 4 ~ inch threaded pumper nozzle. Hose and pumper
nozzle threading shall be national standard. Shoe connection shall be 6-
inch mechanical joint. The center line of the nozzles shall be 18 inches
above the finish grade. Hydrants shall have a 514 inch interior valve
opening. Hydrants shall be restrained from hydrant to tee at the main
and have a concrete thrust block poured behind them. At the discretion
of the Utilities Director, additional protection for fire hydrants shall be
provided including but not limited to concrete filled ductile iron traffic
posts surrounding each hydrant.
3) Fire hydrant branches (from main to hydrant) shall be a minimum of 6
inches ill. Each branch shall be provided with a resilient seat gate valve
located as close as possible to the main. Hydrants shall be located at or
near road right-of-way lines with pumper nozzle pointing toward the
road. A clear zone around all fire hydrants shall be adhered to,
consisting of a 5 foot radius around the hydrant and 7 feet above the top
of the hydrant. Maintain 15 feet minimum from hydrant to all
structures. Placement of landscaping, fencing, etc. shall be considered
in order to meet this clear zone requirement.
L. Backflow Prevention Devices
1) Backflow prevention devices shall be provided, as required by the
Utilities Director and as set forth in these Standards. All irrigation
systems, water services and fire lines for industrial, office, commercial,
schools, mobile home parks, multi-family residences and any other
locations as determined by the Utilities Director shall require a
minimum of a double-check backflow prevention assembly. In addition,
based on the degree of hazard present, AUD may require a reduced
pressure (RPZ) backflow prevention assembly on the customer side of
service lines (domestic, irrigation, and fire). A certified person shall test
backflow devices and the results furnished to AUD prior to any water
use. Residential development shall install a "Dual-Check" backflow
device on the customer's side of service line at the point of tie-in to the
water meter. Lawn irrigation systems shall have a minimum of a
double-check valve backflow prevention device per the 2002 Georgia
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TS 13-10
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
Plumbing Code (DCA, 2000). The plumber or builder tying service into
the set meter will submit the test results for the backflow prevention
device to AUD's Backflow Prevention Section prior to acceptance and
any water use.
2) Backflow prevention device assemblies shall be the latest approved
product of a manufacturer regularly engaged in the production of this
type equipment. All assemblies shall be as approved by the America
Society of Sanitary Engineering (ASSE), The American National
Standards Institute (ANSI), The American Water Works Association
(A WW A), Foundation for Cross Connection Control and Hydraulic
Research of the University of Southern California, and the Georgia State
Plumbing Code.
3) Backflow prevention device ownership and maintenance responsibilities
shall be as set forth in the appropriate ordinances. The property owner
shall document yearly that a qualified technician has tested and
inspected the backflow prevention device and that the device has passed
inspection. A copy of the technician's certification must be attached to
the test results and submitted to the AUD's Backflow Prevention
Section. The technician must comply with AUD Policies and
Procedures for Backflow Prevention by Containment (latest version). A
copy ofthis manual is available upon request from AUD.
M. Fire Lines
1) All fire lines shall have a mInImUm double-detector check valve
assembly (detector check valve with a 5/8 inch by-pass meter to detect
low flows) within the right-of-way or dedicated easement. No
exceptions to the by-pass meter requirement shall be made regardless of
sprinkler system type, configuration, etc. Certain types of fire lines will
require RPZ check-valve. Please contact AUD's backflow prevention
section to determine actual requirements.
3.5 CONSTRUCTION GUIDELINES FOR WATER DISTRIBUTION SYSTEMS
A. Deviation from Plans
1) During construction, when deviations from approved plans are
desired, the AUD Inspector shall be notified. Revised plans shall be
submitted to AUD as soon as possible for approval after coordination
with AUD, the Engineer, and the Contractor. Budgetary items shall be
coordinated with AUD prior to beginning revised work. A minor
change is one that does not affect capacities, flows or operation and may
be allowed in the field during construction by AUD's Inspector. The
Inspector shall have authority as to what constitutes a minor or major
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AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
change. A complete set of "red-line" drawings clearly showing any
changes shall be submitted to the AUD Inspector at the completion of
the work, and must be reviewed and approved prior to final payment.
2) Record Drawings
a. The Contractor shall record, on a weekly basis, on one set of
utility drawings all changes and deviations from the contract
drawings in sizes, lines or grade. Record also the exact final
location of water lines by offset distances to surface
improvements such as edge of existing pavement or to property
markers, etc. at a maximum interval of 200 feet. Make sufficient
measurements to definitely locate all water lines to permanent
points. The drawings will show references to all valves, fittings,
pipe brand changes, etc., and shall use the approved Augusta,
GA edge of pavement layer as a reference. Transfer accurately
all such records in red pen or pencil to white prints of the utility
drawings and deliver them to the Inspector with the monthly
payment estimate.
b. At the completion of the water and/or wastewater construction
and prior to recording the final plat, the Contractor shall furnish
AUD's Inspector with red-line drawings of the project. The
drawings must show all field changes made to the approved
drawings.
3) Field Verification
The Contractor is responsible for verifying the exact location, size and
material of any existing water facility proposed for connection or use by
the project. No publicly owned water or wastewater line shall be
uncovered without prior coordination with AUD.
B. Erosion and Sedimentation Act Compliance
All phases of construction shall be completed in accordance with the Erosion
and Sedimentation Act 12-7-1 et seq.
C. Work Conducted in Rights-of-way
Where a traffic control plan is required, it shall be in accordance with Augusta
"Rights of Way Encroachment Guidelines".
D. Water Distribution System Installation
1) Authorization must be obtained from AUD to construct, alter or modify
a water line. Construction of water infrastructure will be authorized by
the Utilities Department upon approval of submitted plans and
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TS 13-12
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
notification of AUD at least 48 hours prior to starting construction (706-
312-4132).
2) Installation of water mains and associated appurtenances shall be in
accordance with current A WW A specifications and manufacturer's
requirements for the specific product. Loading or unloading and storage
of pipe, fittings, valves, etc. shall be done in such manner as to avoid
damage. The interior of all pipe, fittings, valves, etc. shall be kept free
of dirt and foreign matter at all times. All piping shall be placed in a dry
trench with a stable bottom. Wet trench installation shall be allowed
only upon approval of AUD.
3) Restrained joints shall be required at each fitting involving a change of
direction and on surrounding pipe, as specified in the approved plans.
Concrete thrust blocks can be allowed in lieu of mechanical restraint
systems, as approved by AUD.
4) Backfill shall be free of boulders and debris, and shall conform to
Georgia Department of Transportation Specifications. Sharp or rocky
material encountered in the base shall be replaced with proper bedding.
Pipe shall be laid on line and grade as designed. Pipe joints, gravity
blocks, service connections, and conflicts shall be left exposed until
visually inspected and approved by the AUD's Inspector.
5) Fire hydrants shall be installed true and plumb with the center of the
pumper nozzle facing toward the road according to Section "TS-13,
3.4.K". Hydrants shall not be placed in the sidewalk.
6) All valves shall be placed according to plans. Valve stems shall be
installed plumb. Valve stem extensions are required as described in
Section "TS-13, 3.4.J". Air relief valves shall be installed at all high
points in the water main where air can collect, as shown on the plans or
as directed by Augusta Utilities.
a. Handling and Storing of Materials: Unload pipe so as to avoid
deformation or other injury thereto. Place no pipe within pipe of a
larger size. Store pipe and fittings on sills above storm drainage
level and deliver for laying after the trench is excavated. Valves
shall be drained and stored to protect them from freezing.
b. Pipe Laying (General): The interior of the pipe shall be clean and
joint surfaces wiped clean and dry when the pipe is lowered into
trench. Lower each pipe, fitting and valve into the trench
carefully and lay true to line and without objectionable breaks in
grade. The depth of cover below finished grade shall be not less
than 3 feet, or as shown on the drawings. Give all pipes a uniform
WATER DISTRIBUTION SYSTEM
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TS 13-13
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
bearing on the trench bottom. Allow no trench water or dirt to
enter the pipe after laying. Insert a watertight plug in the open
end of the piping when pipe laying is not in progress. Water pipe
shall be bedded when required by poor soil conditions (AUD-
Detail 8).
E. Pressurization and Leakage Testing
1) After installation, all water mains shall be leak tested, in accordance
with AWWA C-600, Section 4.1 (latest version) for DIP, and C605,
Section 7 for PVC. The Contractor/Developer shall provide all
equipment, materials and labor necessary for pressure and leak testing.
This test must be observed by an Augusta Utilities Department
representative. A pumping pressure of200 psi, or 1.5 times the working
pressure at the point of testing depending on the discretion of an AUD
representative, must be supplied at the expense of the
Contractor/Developer. The main tested shall either be isolated from
active potable lines or protected from leakage by a double valve
arrangement. All water used for pressure testing must be potable water
with adequate chlorine residual. Water lines shall be tested by valve
sections. Maximum allowable leakage shall be as determined in
accordance with current A WW A specifications. The standard duration
of test is four (4) hours. Testing procedures shall meet or exceed
A WW A C600 (latest version) requirements. Any portions of the main
which fail the test shall be replaced or adjusted until the entire new main
passes the test criteria. Concurrent with the pressure test, and before any
work will be accepted for payment, the Contractor shall perform a
leakage test. Leakage is defined as the quantity of water to be supplied
into the newly laid pipe, or any valved section thereof necessary to
maintain the water pressure to within 5 psi of the test pressure. No pipe
installation will be accepted until the leakage is less than the number of
gallons per hour as determined by equation 1 from A WW A C600 for
DIP:
L = SDfP
133200
Where L = allowable leakage in gallons per hour, S = the length of pipe
in the section tested, D = the nominal diameter of the pipe in inches, P
=the average test pressure during the leakage test in pounds per square
inch gauge. For PVC pipe, the following equation shall be used:
L = NDfP
7400
Where N = Number of joints in the pipeline being tested.
WATER DISTRIBUTION SYSTEM
4/11/2007
TS 13-14
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
F. Connecting to Existing Systems
1) All connections to existing mams shall be made under the direct
supervision of the AUD's Inspector. Valves on existing mains shall be
operated by or under direct supervision of AUD personnel. Tapping
sleeves and valves shall be pressure tested prior to tapping. If service to
existing customers must be interrupted, AUD shall be notified at least
three (3) days (72 hours) in advance. The contractor shall make the
necessary notifications to the customers. The new line shall be
chlorinated for up to three (3) days and then drained and bacteria tested.
Only after maintaining the appropriate chlorine residual and passing the
bacteriological test shall the line be put into service, at the direction of
AUD.
2) If cut-off of service is required, the Contractor shall be ready to proceed
with as much material pre-assembled as possible at the site to minimize
the length of service interruption. Augusta Utilities reserves the right to
postpone service cut-off if, in the opinion of the Utilities Director, the
Contractor is not ready to proceed on schedule. Scheduled interruptions
should not exceed four (4) hours. The Contractor/Developer shall
arrange for temporary services to Customer(s) if water will be shut off
for more than four hours.
3) Local chlorination will be required for all pipe and fittings used to
complete connections with the potable water system. Tapping sleeves
and valves shall be chlorinated in accordance with A WW A
requirements. All wet taps shall be witnessed by the AUD's Inspector.
G. Cleaning and Flushing
Upon completion of installation, the mains shall be flushed and the water
disposed of without creating a nuisance. Flushing must achieve a minimum
water velocity of2.5 fps in all portions ofthe pipe. The duration of the flushing
will be determined by the AUD's Inspector. No flushing or cleaning shall take
place without an Augusta Utilities representative present. The existing mains
where the new mains connect may require flushing under the direction of AUD
when service is restored. The Contractor shall be responsible for the treatment
of discharge and disinfection water. All flushing activities shall be in
accordance with A WW A C651.
H. Disinfection
1) Augusta Utilities shall be notified at least 24 hours in advance to
schedule bacteriological testing of water mains. The Contractor shall
replace or adjust components of the pipeline which fail the test.
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TS 13-15
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
Clearance is required from the Utilities Department before AUD will
allow the main to be put into service.
2) All piping complete with fittings and appurtenances shall be sterilized as
specified in the applicable sections of A WW A Specification C651 (latest
version) "Disinfecting Water Mains." Piping and appurtenances shall be
thoroughly flushed then chlorinated with not less than fifty parts per
million (50 ppm). Calcium hypochlorite can be used. Water from the
existing distribution system or other source of supply should be
controlled so as to flow slowly into the newly laid pipeline during the
application of chlorine. The solution should be retained in the pipeline
for not less than 24 hours and the system shall maintain the chlorination
level originally introduced into the line, which should not be less than 50
ppm. The system shall then be flushed with potable water and the
sampling program started. A minimum chlorine residual of 1.0 ppm
should be available in the line after flushing.
3) Sampling taps and chlorinated water used for disinfection shall be
flushed to a location that will not damage property, persons, etc., and
shall be provided by the Contractor/Developer at the expense of the
Contractor/Developer. The provisions of this paragraph apply equally
to new pipe and fittings and to existing pipelines into which connections
have been made or which may have been otherwise disturbed to the
extent that contamination may have occurred. All requirements of the
health authorities shall be observed in executing this work. The disposal
of heavily chlorinated water (following disinfection) must be
accomplished in accordance with the latest editions of the A WW A
Standard C651 and the EPD's Minimum Standards for Public Water
Systems. No dry chlorine shall be placed in the pipes while installing.
4) A minimum of two samples tested by a State approved private lab, shall
indicate bacteriologically satisfactory water and the results shall be
submitted to the Inspector.
END OF SECTION
WATER DISTRIBUTION SYSTEM
4/11/2007
TS 13-16
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
SECTION TS-14
MEASUREMENT AND PAYMENT
I. SANITARY SEWER
ITEMS S-lA throu2:h S-16I - All piping line items shall be measured in linear feet and shall
include costs for piping and installation, trench excavation, trench box, dewatering, asphalt
cutting, normal joints and gaskets, normal backfill, infiltration and ex filtration testing, mandrel
pulling, and CCTV camera inspection as required. Camera inspection shall include all costs for
closed circuit camera inspection of the sanitary sewer system, including mobilization,
demobilization, inspection, video tape copies, and field reports. No additional payment shall be
made for these items.
ITEM S-17 - Jack and bore line items shall be measured in linear feet and shall include costs for
casing piping, carrier piping, installation, blasting, asphalt cutting, restrained joints and gaskets,
end seals, and normal backfill. No additional payment shall be made for these items.
ITEM S-18 - Select backfill shall be measured in cubic yards for both Types I and II and shall
include costs for the backfill and installation as well as all transportation and stockpiling charges.
The volume of material included shall be the actual measured "in-place" volume. The standard
trench width used to calculate the volume will be 7 feet. No additional payment shall be made
for these items.
ITEM S-19 - Miscellaneous pipe fittings and connections shall be measured in pounds and
include costs for all fittings and installation except normal joints and gaskets regardless of
material. No additional payment shall be made for these items.
ITEMS S-20A throu2:h S-20F and S-23 - Pre-cast manholes shall be measured individually
(each) and shall include costs for manholes, excavation, dewatering, asphalt cutting, collars and
boots, grouting and/or other connections, installation, normal backfill, and vacuum testing as
specified. Manhole vacuum testing shall include all costs for testing equipment, testing labor,
mobilization, demobilization, and reporting. Manholes failing testing shall be re-tested at
Contractor's expense. Repairs to failing manholes shall be made external to the manhole
utilizing a method approved by the Augusta Utilities Department. No additional payment shall
be made for these items.
ITEMS S-21A throu2:h S-21F. S-22A throu2:h S-22F. S-24 throu2:h S-25 - Additional sanitary
manhole depth line items shall be measured by vertical foot and shall include costs for
excavation, dewatering, and backfill as specified by type and class. No additional payment shall
be made for these items.
ITEMS S-26A throu2:h S-26F - Sanitary sewer exterior manhole joint wrapping shall be
measured individually and shall include the costs for wrapping material and installation. No
additional payment shall be made for these items.
MEASUREMENT AND PAYMENT
4/11/2007
TS 14-1
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
ITEMS S-27 A throu2:h S-27F - Sanitary sewer interior protective coating shall be measured by
the vertical foot of manhole and shall include the costs for coating material and installation. No
additional payment shall be made for these items.
ITEM S-28 - Outside drop piping shall be measured individually (each) and shall include the
costs for all items associated with the drop manhole detail, exclusive of the manhole or manhole
extensions. No additional payment shall be made for these items.
ITEM S-29 - Dog house/connector manholes shall be measured individually (each) and shall
include the costs for excavation, dewatering, asphalt cutting, pipe cutting, collars and boots,
grouting and / or other connections, installation, and normal backfill. The costs for the base
section, first riser, cone section, and ring and cover shall be included within this line item.
Additional depth manhole sections shall be included within the appropriate manhole line item.
No additional payment shall be made for these items.
ITEM S-30 - Sanitary sewer connections shall be measured individually (each) and shall include
costs for 6-inch PVC piping, precast concrete valve ring with rebar, PVC twist-off plug, mainline
tee, fitting, cleanout, excavation, dewatering, asphalt/concrete cutting (including service
markings), installation, normal backfill, and property restoration. No additional payment shall be
made for these items.
ITEM S-31 - Cut and plug sewers shall be measured individually (each) and shall include costs
for cutting of existing pipelines, plugging of existing pipelines, excavation, dewatering,
asphalt/concrete cutting, and normal backfill. No additional payment shall be made for these
items.
ITEM S-32 - Cut and plug manholes shall be measured individually (each) and shall include
costs for cutting of existing manholes, plugging of existing manholes, excavation, dewatering,
asphalt/concrete cutting, and normal backfill. No additional payment shall be made for these
items.
ITEM S-33 - Sanitary sewer manhole tie-ins shall be measured individually (each) and shall
include costs for cutting/coring of existing manholes, collars, rubber boots, any required gaskets,
excavation, dewatering, soil stabilization, asphalt cutting, and normal backfill. No additional
payment shall be made for these items.
ITEM S-34 - AC water main crossings shall be measured individually (each) and shall include
costs for AC pipe cutting, excavation, ductile iron piping, sleeves, backfill, and property
restoration. No additional payment shall be made for these items.
ITEM S-35 - Ductile iron pipe polyethylene pipe encasement shall be measured in linear feet
and shall include costs for pipe wrap materials and installation. No additional payment shall be
made for these items.
ITEM S-36 - Concrete pipe encasement shall be measured in cubic yards and shall include costs
for concrete, installation, excavation, dewatering, soil stabilization, pipe stabilization, asphalt
cutting, and normal backfill. No additional payment shall be made for these items.
MEASUREMENT AND PAYMENT
4/11/2007
TS14-2
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
II. WATER MAIN
ITEMS W-IA throu2:h W-3J - All piping line items shall be measured in linear feet and shall
include costs for piping and installation, trench excavation, trench box, dewatering, asphalt
cutting, normal joints and gaskets, normal backfill, pressure and leakage testing, pipe
sterilization, bacteriological testing, and flushing. No additional payment shall be made for these
items.
ITEM W-4 - Jack and bore line items shall be measured in linear feet and shall include costs for
casing piping, carrier piping, and installation, blasting, asphalt cutting, restrained joints and
gaskets, end seals, and normal backfill. No additional payment shall be made for these items.
ITEM W -5 - Select backfill shall be measured in cubic yards and shall include costs for the
backfill and installation as well as all transportation and stockpiling charges. The volume of
material included shall be the actual measured "in-place" volume. The maximum trench width
used to calculate the volume will be 7 feet. No additional payment shall be made for these items.
ITEM W-6 - Miscellaneous pipe fittings and connections shall be measured in pounds and
include costs for all fittings and installation, mechanical joint restraint, etc., regardless of
material. No additional payment shall be made for these items.
ITEM W-7 - Transition couplings shall be measured individually (each) and shall include costs
for couplings, soil surface preparation, connection to water main, excavation, asphalt/concrete
cutting, installation, normal backfill, and testing. No additional payment shall be made for these
items.
ITEM W-8 - "Fire hydrants" shall be deemed as entire F.H. lateral assy, complete shall be
measured individually (each), shall include all costs for 6" fire main laterals, except the hydrant
itself, which will be supplied by the Owner beginning at the "Tee" connection to water main, all
associated valves and fittings, concrete pad (if required), excavation, asphalt/concrete cutting,
installation, normal backfill, soil surface preparation and testing. No additional payment shall be
made for these items.
ITEMS W-9A throu2:h W-12 - All valve line items shall be measured individually (each) and
shall include costs for valves, valve boxes/vaults, manholes, valve extensions, excavation,
dewatering, asphalt/concrete cutting, all associated fittings, installation, normal backfill, and
testing. No additional payment shall be made for these items.
ITEM W-13 - Tapping sleeve and valves shall be measured individually (each) and shall include
costs for sleeve, valve, associated hardware, valve boxes, temporary plugging/draining of
pipeline, excavation, dewatering, asphalt/concrete cutting, installation, normal backfill, and
testing. No additional payment shall be made for these items.
ITEM W-14 - Check valves and vaults shall be measured individually (each) and shall include
costs for valves, valve boxes/vaults, manholes, valve extensions, excavation, dewatering,
asphalt/concrete cutting, all associated pipe and fittings, installation, normal backfill, and testing.
No additional payment shall be made for these items.
MEASUREMENT AND PAYMENT
4/11/2007
TS14-3
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
ITEM W-15 throu2:h W-16 - Long and short side water service connections shall be measured
individually (each) and shall include costs for piping, water meter connection, dewatering,
asphalt/concrete cutting (including service markings), installation, normal backfill, and property
restoration. This line item shall include the cost of reconnection of any existing services, if
required. No additional payment shall be made for these items.
ITEM W-17 - Polyethylene pipe wrap shall be measured in linear feet and shall include costs for
pipe wrap materials and installation. No additional payment shall be made for these items.
ITEM W-18 - Tie-ins to existing lines shall be measured individually (each) and shall include
costs for piping, dewatering, asphalt/concrete cutting, installation, normal backfill, and property
restoration. No additional payment shall be made for these items.
ITEM W-19 - All cut-in gate valves shall be measured individually (each) and shall include
costs for valves, valve boxes/vaults, manholes, valve extensions, excavation, dewatering,
asphalt/concrete cutting, all associated fittings, installation, normal backfill, and testing. No
additional payment shall be made for this item.
ITEM W-20 - Cut and plug existing water line shall be measured individually and shall include
all costs associated with cutting into an existing line and plugging it as detailed in the plans and
specifications. No additional payment shall be made for this item.
ITEM W-21 - Miscellaneous concrete shall be measured in cubic yards and shall include costs
for concrete, installation, excavation, dewatering, soil stabilization, pipe stabilization, asphalt
cutting, and normal backfill. No additional payment shall be made for these items.
III. PAVEMENT STRUCTURES
ITEM P-l - Asphalt overlay shall be measured in square yards and shall include costs for
asphalt materials and installation, temporary striping and permanent striping (replaced in kind),
and markers (both temporary and permanent). No additional payment shall be made for these
items.
ITEM P-2 - Aggregate base (10 W' thick) and asphalt patch (2 W' thick) shall be measured in
square yards and shall include costs for all aggregates (regardless of type), 2 W' graded
aggregate base removal and disposal, bituminous tack coat, asphalt, installation, excavation,
striping (both temporary and permanent), and markers (both temporary and permanent). The
square yardage calculation shall be based upon a standard width of seven (7) feet for payment
purposes. No additional payment shall be made for these items.
ITEM P-3 - Asphalt pavement leveling shall be measured in tons and shall include costs for all
asphalt (regardless of type) used to create a level road surface prior to asphalt overlay as
authorized by the project representative. The payment shall be based upon confirmed delivery
tickets. No additional payment shall be made for these items.
MEASUREMENT AND PAYMENT
4/11/2007
TS 14-4
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
ITEM P-4 - Milling shall be measured in square yards and shall include all materials, labor,
equipment, and material removal and disposal costs. No additional payment shall be made for
these items.
ITEMS P-5 throu2:h P-6 - Concrete sidewalk and driveways shall be measured in square yards
and shall include costs for existing sidewalk removal and disposal, 3000 psi concrete,
installation, site preparation, formwork, and finishing. Existing concrete shall be removed to the
nearest joint or saw-curt as directed by the project representative. No additional payment shall
be made for these items.
ITEM P-7 - Asphalt driveway replacement shall be measured in square yards and shall include
costs for existing asphalt removal and disposal, asphalt, installation, site preparation. Existing
asphalt shall be removed to the nearest joint or saw-curt as directed by the project representative.
No additional payment shall be made for these items.
ITEM P-8 - Asphalt raised edge curb shall be measured in linear feet and shall include costs for
additional, asphaltic concrete only, and additional costs for "tie-ins, turn-outs, and other special
conditions as necessary. No additional payment shall be made for these items.
ITEM P-9 - Concrete Curb and gutter removal and replacement shall be measured in linear feet
and shall include costs for removal and disposal of existing concrete curb and gutter, concrete,
installation, site preparation, formwork, and finishing. No additional payment shall be made for
these items.
IV. MISCELLANEOUS
ITEM M-l - Flowable fill shall be measured in cubic yards and shall include costs for all
materials, labor, equipment, and excess materials. No additional payment shall be made for these
items.
ITEM M-2 - Rock excavation shall be measured in cubic yards and shall include costs for
blasting, labor, equipment, and material removal and disposal. No additional payment shall be
made for these items.
ITEM M-3 - Foundation backfill shall be measured in cubic yards and shall include costs for the
backfill and installation as well as all transportation and stockpiling charges. Quantities shall be
verified by trench volume calculation. No additional payment shall be made for these items.
ITEM M-4 - Clearing and grubbing shall be measured in acres and shall include costs for
vegetation removal, stockpiling, disposal and any required permitting. No additional payment
shall be made for these items.
ITEM M-5 - Fence removal and replacement shall be measured in linear feet and shall include
all costs associated with removal and replacement of the existing fence with new materials of
like quality as necessary for water line installation. No additional payment shall be made for
these items.
MEASUREMENT AND PAYMENT
4/11/2007
TS14-5
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
ITEM M-6 - Remove existing asphalt pavement and curbs, etc., complete (neighborhood only).
Measurement shall be per square yard. No additional payment shall be made for these items.
ITEM M-7 - Existing storm drainage structures not yet incidental to the work deemed un-fit by
Owner's site representative or added at the discretion of the Engineer, shall be removed and
replaced, complete, as per GDOT Std No. 1034-D, and shall be measured individually (each).
No additional payment shall be made for these items
ITEM M-8-11 - Reinforced concrete pipe 18",24",30",36" as per GDOT, measured in linear
feet.
ITEM M-12 - Erosion, Sediment and Pollution Control, complete as per GAEPD NPDES GAR
100002 (lump sum).
v. LUMP SUM CONSTRUCTION
ITEM LS-l - Lump sum construction includes, but is not limited to, the items described in the
bid schedule. No separate or additional payment shall be made for these items.
.
Mobilization, Demobilization
Bonds, Insurance
Gabion Retaining Walls
Remove and Reset Fences, All Types
Remove and Reset Gates, All Types
Remove and Reset Storm Sewer, Lengths & Sizes Vary
Remove and Reset Yard Drainage Pipe Lengths & Sizes Vary
Reconstruct Retaining Wall, Height and Type Varies
Remove and Reset Signs, Type Varies
Remove and Reset Water Sprinkler Systems, Complete
Remove and Reset Yard Lamps, Type Varies
Remove and Reset Mailboxes, Type Varies
Traffic Control
Miscellaneous Grading
Permanent Grassing
Raise Existing Manholes and Valves Boxes to Grade
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
END OF SECTION
MEASUREMENT AND PAYMENT
4/11/2007
TS 14-6
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
GROUT ...
~
BRICK DAM NOT
LESS THAN 2J3
D2
=
"'"
USE A MAXIMUM OF 3 _
BRICK COURSES AS RE-
QUIRED TO ADJUST TO
FINISHED GRADE.
=
SECTION C-C
=
. PRECAST CONCRETE
r- 1 JOINT DIP MIN.
, ,
N
C
=
=
"II.. >
=
i
. pROP PIPE TO BE DQCTILE
IRONeW NEXT STD/SIZE
SMJQ.LER THAN D2(6~ MIN)
TYPICAL
THREADED ROD
DIP DRQP T9 BE
ENCASED IN STONE
.~.
=
r
C
C
TYPICAL SECTION
AUD - DETAIL 1
DROP MANHOLE
NOT TO SCALE
August 2006
Page 1
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
a"X2-1!4" TOP GRADE RING
MANHOLE RING AND. COVER
SEE STANDARD SPEC.
1'-0" t
~
6'-0' SQ
TYPICAL SECTION
AUD STANDARD DETAILS
PLAN VIEW
5"X2-1I4:GRAOE RINGS
AS REQUIRED
NOTES:
1. MANHOLES S' OR LESS IN-DEPTH USE A 2' -D" CONCENTRIC
CONE SECTION
2. USE 6" WALL THICKNESS IF MANHOLE EXCEEDS 20' DEPTH.
3. INVERT CURVATURE TO HAVE AS LONG AS A RADIUS AS
POSSIBLE . ..-
4. CONC. TO BE POURED.TO .THE SPRING LINE OF THE PIPE
(PRECAST ONLY). .
EXISTING SANITARY
SEWER (12" MAX)
IM's@1TOC,EW
POURED IN PLACE
CONC. (30QOPSI)
AUD - DETAIL 2
PRECAST MANHOLE
August 2006
NOT TO SCALE.
Page 2
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
NON-SHRINK
GROUT (TVP)
+
S'MAX
w
z
o
o
o
iE
I-
Z
W
()
o
w
0::
w
(/)
iE
er
;.,.
z
o
F
o
w
(/)
w
(/)
r1l
fo
August 2006
AUD STANDARD DETAILS
MANHOLE R!NG AND COVER
SEE STANOAflOSPEC.
OFF-SITE MANHOLES REQUIl'E INTEGR.A,TED!<INq At>jD
COVER. SHALL BE MINIMUM 2' ABOVE GRADE. .
SEE AUO STANDARDS MID SPECS.
8'X2,lW TpP GRADE RING
5')(2-114' GRADE RINGS
AS REQUIRED
MAKE UP
LENGTHS
ASREQ'O
NOTES
1, REQ'O-USE:67WAllTHICKNESS IF MANHOLE
EXCEEDS 20' DEPTH
2.. INVERT CURVATURE TO HAVE AS LONG A
RADIUS AS POSSIBLE.
3.. MH STEPS EACH 1'-0" OC MAX
4. EXTERIOR PROTECTION ON MANHOLE
- ~
2::iE
SANITARY SEWER
STAINLESS STEEL CLAMP
WATER TIGHT
FLEXIBLE BOOT
PLUS GROUT
TYPICAL SECTION
AUD - DETAIL 3
PRECAST MANHOLE
NOT TO SCALE
Page 3
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
2-NON'PENETRATlNG
PICK HOLES
"A"
123112" .11
~T..
L1"
SECTION OF COVERS
PLAN OF MANHOLE
FRAME AND COVER
1-
25"
HALF ELEV.
(MIN.}4=1" O1AMETERANCHOR HOLES
HALF SECT.
33 114"
BOLTED WATERTIGHT FRAME AND COVER
US FOUI;lDRY #USE 668 RING & BWTCQVER
LOADRATING'HEAW DUTY
STANDARD COVER
US FOUI;lDRY #USE 668 RING & KL COVER
LOAD RATlNG-HEAW DUlY
VENT HOLE LOCATION DRILLED N3 SHOWN
HALF SECTION FRAME-HALF ELEV. FRAME "AN
APPROXIMATE WEIGHT
FRAME 180
COVER 125
TOTAL 285
AUD - DETAIL 4
TRAFFIC MANHOLE FRAME & COVER
ANCHOR BOLT PER
US fOUNDRY SPEC.
NOT TO SCALE
August 2006
Page 4
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
SPRINGLlNE
COMPACTED BACKFILL
PER SECTION 14.31
<t
c
W
1-(1)
= TYPEl,lA-1A3SELECTBACKFILLMAX.BE~~ t
REOUIRED. E\;. '-' ..::i
O~};.
0.__'"
...l""~
~.~.:E
u::
CLASS 4 BACKFILL ElYAPPROVAL
, Z
'<1'_
"':E
WOC/)
WW
~I-C/)
0..~5<?
>-0..90::.
::l.g::lo
ii:ou::'"
wc:.c
o::zo
<1:<('"
o III
'-'
'-'
u::
:.c
o
<(
III
:i.
i=
~
I-
Z
W
:E
@
III
:i!
W
W
0..
0:
W
Z
2 HAUNCHING
W
0..
0: BEDDING
FOUNDATION MAy BE REQUIRED
CLASS 1 BEDDING
NO. 57 STONE
(DEPTH OF BEDDING VARIES BY PIPE DEPTH)
NOTES:
1. TRENCH EXCA\iAT10N, .8ACKFILL AND COMPACTION SHALL BE lNSTRICr
CONFORMANCEWITH SECTION 14..31.GF AUGUSTA UTILITIES DEPART/v1ENTSPECIFICI\TIONS.
AUD - DETAIL 5
TYPICAL TRENCH EXCAVATIONI
BACKFILL DETAIL FOR SANITARY SEWER
NOT TO SCALE
August 2006
Page 5
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
6" CLEANOUT WITH pve
TWIST-OFF PLUG
RIGHT~OF-WAY
~r'"
..
ASPHALT
PRECAST CONCRETE VALVE
RING WITH 5/8" REBAR
ALONG SIDE
~
a..
io
....
TO SEWER MAIN
PLUG HERE FOR END OF
LINE UNTIL PLUMBER MAKES
CONNECTION
... .. ...
FROM BUILDING DRAIN
B U ILlTY
CONTRACTOR
UTILITY PORTION
CONFORMSTO AUD
SPECS ON UTILITY
SERVICE LINE
BY PLUMBING
CONTRACTOR
RESIDENTIAL SHALL
CONFORM TO GA
PLUMBING CODE
LATEST ADDITION
AUD-6
SEWER CLEANOUT
NOT TO SCALE
August 2006
Page 6
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
BREAKOUT PRECAST
OPENING TO FIT OVER
PIPE
BASE DIMENSIONS
LENGTH (MINJo'
WIDTH 0'
JHICKNESS6" PREC,t\ST
NO.4 REBARS 12"
ON CENTER BOTH
WAYS
FRONT VIEW
24" PRECAST RISER
ADD ADDITIONAL PRECAST
RISERS AS REQUIRED
(BREAKOUT EXISTING
ijTOC~~
.--6
o
0.
SIDE SECTION
NOTES
t, CONCRETE TO BEPOURED AROUND PIPE PENETRATION FOR SEAL ON OUTSIDE
2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH AUGUSTA UTILITY DEPARTMENT
STANDARDS, LATEST REVISION.
AUD - DETAIL 7
CONNECTOR MANHOLE
NOT TO SCALE
August 2006
Page 7
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
DIA+S" MINI2-12" MAX.,
WI ...
CONCRETE CRADLE
r
CONCRETE ARCH
!/20FDlA MIN. .
~OMPACTED.BACKfILl
4~MIN
15' MAX PLAIN OR
REINFORCED
CONCRETE
COMPACTED
BACKFILL
BEDDING MATERIALS AS DEFINED BY A$CE
MANUAL OF PRACTICE NO' OO-GRAVITY SEWER
DESIGN AND CONSTRUCTION, AND ASTM
D3839_SEE SEOT10N11.
24"MIN
6"
BEDDING CLASSES FOR FLEXIBLE PIPE
GENERAL BEDDlNGAND.BAOKFILLlNG CONCEPTS DEVELOPED FOR FLEXIBLE SEWER PIPE M."y ALSO BE APPLIED TO RIGID PIPE.
REFER TO ANSI AND ASTM SPECIFICATIONS_ NO. 57 STONE IS REQUIRED FOR BEDDING WITH PVC PIPE IN AUGUSTA.
CLASS 2
TRENCH BACKFILLED WITH COURSE. SAND &. GRAVELS
WlTI-I MAX PARTIClE SIZE OF1112', INCl
VARIOUSLy GRADED SANDS 8< GRAV;::LS
CONTINUING SMALL PERCENTAGES OF fiNES,
SOIL TYPES GW,GP, SIlY & SP ARE Ir-tCLIJDED.
TRENCH BACKFILLED WITH FINE SAND AND ClAYEY
GRAVELS,JNCL FINE SANDS, SAND.CLAY MIXTURES,
AND GRAVEL-CLAY MIXTURES, SOIL TYPES GM,
GO, SM, AND SCARE INCLUDED.
TI-IISTYPE MATERIAL IS TO BE USED WITH APPROVAL
ONLY BY THE AUD REPRESENTA riVE.'
CLASS 3
CLASS 4
AUD - DETAil 8
BACKFill CLASS-E-S FOR PIPING INSTALLATION
NOT TO SCALE
August 2006
Page 8
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
J
UOLD DOWN STRAP
11ll" STEEL
REO-PRIMED W/l116~
.... alTOMINOUSCOATING
l.O PIPE
8"
10"
12" 13112" 3" a 314"
1:2 GROUT
314" x 24"
GALVANIZED
ANCHOR BOlTS
M
NO.4 REaAR
12" O.C.E.F.
(MIN; OF 3)
4
'Tr 1
o r~.'"'tMIN
112'
~
. . . . .
Soil OF SUITABLE BEARING CAPACITY
NOTE: CARRIER PIPE. MAY BE CASED PER
AUD - DETAIL 9 DESIGN ENGINEERING SPECS.
CONCRETE PIER FOR AERIAL CROSSING
August 2006
Page 9
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
1-1!8"
HIIlHIIllllIHIlIIIlIIlllllllllll!lllllllllllllilllllllllllllllllllilllllllllllllllllllll
11lIlUlflI.lilI illIl !lI1llllllllllllllllllllllllli IlIlIlllIllllli IlIIIllIlIlllIllllllllllll
11lIIl1llll1llll.lIlIIlIlIllllli lIlII !IlIIlIlIlllllllllll.lIlIIllIIlllllllllllllllllllllllllll
AUD STANDARD DETAILS
S!?
~
c,
I- I- lOc3!4" .1 -I
12"
TOP VIEW SIDE VIEW
12"
FRONT VIEW
STEP SHALL BE MANUFACTURED BY OLIVER TIRE AND RUBBERCOMPANY OR
APPROVED EQUAL.
AUD - DETAIL 10
MANHOLE STEP
NOT TO SCAlE
August 2006
Page 10
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
~'
fmlNG AND EMIlEDOED
GALVANIZED ROIlS OVER
IN CONCRETE (SEE TAEtE
FOR SIZES)
USE MEGA-LUGS AND CONCRETE St.OCKfNG "
.; NO ROOD!iI\lG REQUIRED
11t.?~llN, !'IPE snW> ""ANC>IOR
BOLTS IN.CONCRETE
THRUST BLOCK DETAIL
CLAMPS AND TIE RODS
NOT TO SCALE
PLUGGED CROSS
$4
6
8
10
12
14
. EACH AREA (PJ2iIS 112 Of
TABULATED TOTAl. AREA
VOl.UME Of THRUST BlOCK It< CUBIC YAROS
THRUST BLOCK NOTES
1. PIPE <. 16" DlACAN BE RESTRAINED USING THRUST Bl.OCKS
OR RESTRAINED JOINTS AT THE CONTRACTORS OPTION.
~~~J~~H~RE~~~'E~~.Bf,lrr A BURIED PIPING RESTRAINT
2, KE.EFCONCRETE CLEAR OF JOINT AND JOINTACCE$S(jRIES:
3.. CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST
UNDISTURBED EARTH.
4. REQUIRED VOLUMES OR BEARING AREAS AT FITTINGS SHALL BE
AS INDICATED BELOW, AND ADJUSTED, IF NECESSARYiTOCONFORM
TO THE TEST PRESSURE(Sl AND ALLOWABLE SOIL BEARING
SJRESS(ES) STATED I~ TI;E SPECIFICATIONS.
5. THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD
RESULTANT THRUSTS ARE BASED ON TEST PRESSURE OF 150 PSIG
AND THE WEIGHT OF CONCRETE = 4050LBS/CU YD. TO COMPUTE
VOLUMES FOR OIFFERENT TEST pRESSURES. USE THE FOLLOWING
EQUATION: VOLUME .={TEST PRESS.l150j>; (TABLE VALUE).
6. BEARING AREAS FOR HORlZONTAL BEND THRUST BLOCKS ARE
BASED OfolTEST PRESSURE OF 150 PSIG AND AN ALLOWABLE SOIL
BEARING STRESS OF 2000 LBSISQ FT. TO COMPUTE BEARING
AREAS FOR DIFFERENT TEST PRESSURES AND SOIL llEARING
STRESSES;MUL TIPlY TABLE VALUES BY THE FAQTOR
(1333)(p'IS.), WHERE: P' = ACTUAL TEST PRESSUR!:, PSlG .
S;' = ACTUAL Sotl. BEARING PRESSURE, pSF.
7. THRUST BtoCKS FOR VERTICAL BENDS HAVING OOWNWARD
RESULTANT THRUSTS SHALL BE THE SAME AS FOR HORIZONTAL
BENOR
8. BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS
SHOWN ON PLANS TAKE PRECEDENCE OVER THIS ST.'\NDARO
9. BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN 1.0
SOFT.
10. VERTICAL BENDS THAT REQUIRE A THRUST BLOCK VOLUME
EXCEEDING 5 CUBIC YARDS REQUIRE SPECIAL BLOCKING DETAILS.
SEE PLANS FOR VOLUMES SHOWN TO LEFT OF SOLID LINE IN
TABLE.
11. TEST PRESSURES ARE SHOWN IN THE PIPING SCHEDULE:
12. ACTUAL ALLOWABLE SOIL BEARING PRESSURE IS 1500 LBSiSQ FT.
August 2006
WYE
TEE
NOT TO SCALE
1.0
1.2
U
4,
PLUGGED TEE
BEND
1/4" PLYWOOD OVER
FACE OF BOLTS
Page 11
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
NOTES
1. DO NOTAllOW CONCRETE TO COVER SOL TS;GLANDS, RINGS OR NUTS.
2. All PLUGS, CAPS,TEES, WYES AND AT BENDS MORE THAN 11 1/4"
SHAll BE GIVEN REACTION BLOCKING AS SHOWN
3. SUFFICIENT THRUST BlOCKBEARING,AREA SHALL BE iNSTAllED
TO DISTRIBUTE THE THRUSTBlOCK BEARING INTO THE UNDISTURBED TRENCH
WAll WHERE iTIS DETERMINED tHATl1iE TRENCH WALL WILL NOT PROVIDE
SUITABLE s0PPORT,q/4" ,All;THREADED RODS WITH APPURTENANCES
SHALL BE USED IN liEU OFBlqCKING
4. MEGA.lUGS MAY BE INSTAllEDw/o RODDING AS AN APPROVED EQUAL
MINMUM O.5.Cu, Yd.
30QOp,sJCq~CRETETO BE POURED AGAINSrU~DISTURBED
TRENCH WAll OF SUIT ABLE BEARING CAPACITY
AUD - DETAIL 12
REACTION BLOCKING
NOT TO SCALE
August 2006
Page 12
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
CENTERED/RESTRAINED POSITIONING FOR WATER MAINS
MECHANtCAL JOINT PIPE REQUIRED FOR WATER MAINS.
STANDARD POSITIQNING
FOR SANITARY SEW'ER
PULL-QN OR WRAP-AROUND END SEALS OR PRESSURE GROUTING
NO BRICK SHALL BE ACCEPTED ~
II n
n n
II II
II H
II II
II \l
II II
,
DIP STANDARD DEPTH
CLASS 50
NOTES
1. SPACER OPTIONS: 8" OR 12< WIDE BAND
2. APPROVED TYPES.ARE CASCADE OR PSI
3. INSTALLATION SHAll BE lAW THE MANUFACTURES STANDARDS
4. CASING PIPE THICKNESS SHALL BE PER DOT OR RAILWAYSPEClFICATIONS
AUD - DETAIL 13
TYPICAL ROADWAY JACK AND BORE
FOR WATER AND SANITARY SEWER MAINS
August 2006
Page 13
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
TAPPING VALVESHAlLBE A MUEllER
n360 RESILlENT\'\IEDGE~FL X MJ ENDS
OR .APPROVED EQUALTAPPINGSlEEVE
SHALL BE A MUEOLLER H-61S MJ OR
APPROVED EQUAL NO SS REPAIR CLAMPS
ORMJ SPLIT SLEEVES WilL BE ACCEPTED.
TOP VIEW
TAPPING SLEEVE AND VALVE SHALL BE
PRESSURE TESTED FOR1HOURPR!OR
TO TAPPING THE EXISTING MAN AN
AUD INSPECTORSHALl BE PRESENT
DURING TESTING. ALL TESTING SHALL BE
IN ACCORDANCE WITH AUD SPECIFICATIONS;
TESTING PRESSURE SHALL BE 200 p.s.L
SIDE VIEW
AUD STANDARD DETAILS
AUD -DETAIL 14
TAPPING VALVE AND SLEEVE
August 2006
NOT TO SCALE
Page 14
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
August 2006
Page 15
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
WATER METER TO BE PURCHASED FROM
AND INSTALLED BY.AUGUSTA UTILITIES
ANYCqIJPLlNGS O~ ~EDUCERS.REQUIRED ON NE\i\l'I"~ERVICES
AFTER CURB STOP SHALL BE INSTALLED BYAUGUSTA UTILITIES
METER BOXES TO BE
INSTALLED AND MAINTAINED
BY DEVELOPER UNTIL
RESIDENCE. IS OCCUPIED
Jv1ETER BOXES ARE TO
BEROME10X19X10 CAST
IRON OR APPROVED
EQUAL
FORD LA04-44, FORD
LA02-44 OR APPROVED
EQUAL 1" CORPORATION
STOP COUPLING 1/8 BEND
FORD B11-444W OR
APPROVED EQUAL 1"
FULL PORT CURB STOP
HAYES 5628CF OR .
APPROVED EQUAL l~r
SERVICE ELBOW
FORDFB6QO.4QR APpROVED
EQUJ\L1" BALL CORPORATION
STOP
SERVICE LINE TO BE
CAREFULLY BENT TO
ACHIEVE 90 DEGREE
ANGLE AT DESIRED
METER LOCATION
1"SOFT KCOPPER SERVICE LINE
SMITH BLAIR OR
APPROVED EQUAL
1" DOUBLE
STRAPPED TAPPING
SADDLE
AUD - DETAIL 16
WATER SERVICE
NOT TO SCALE
August 2006
Page 16
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
METER BOXES lP I3EINSTALLED
AND MAINTAINED BY DEVELOPER
UNTIL RESIDENCE IS OCCUPIED
OVERSIZED IVlETERSPXES
ARE TO BE ROME16X22XI6
CAST IRON OR APPROVED
EQUAL .
T
1.
August 2006
AUD STANDARD DETAILS
WATER METER TO BE PURCHASED FROM
AND INSTALLED BY AUGUSTA UTILITIES
2" GATE VAL VE4067SCREV'VTYPE WITH 2" SQUARE
OPERA TIN13I1lUTOR EQUAL
VALVE BOX M&H E2702 OR EQUAL
2" SpH 80SEAMlESS GALVANIZED PIF'E
EXTENDED TO THE RIGHT OF WAY
Z.' GALVANIZEDNII"PLE pR
COUPLING TO ADJUST TO GRADE
FB.5000R
APPROVED EQUAL
2" CORPORATION STOP
SMITH BLAIR OR
APPROVED. EQUAL
2" TAPP1NGSADDLE
PIPE TREAD 313
DOUBLE STRAP
AUD - DETAIL 17
2" WATER SERVICE
NOT TO SCALE
2" 90'
GALVANIZED
ELBOW
Page 17
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
ASPHALT OVERLAY COMPACTED
2" THICK TYPE "F"
- 50' IN WIDTH FOR TRANSVERSE CUTS
- WIDTH VARIES FOR LONGITUDINAL CUTS
2 !" COMPACTED ASPHALTIC
BINDER, TYPE B CAP,
sAw CUT EDGE AND
APPLY TACK
25'
25'
6~ ..SI1.NO/CLA Y. BASESUBGRADE
COMPACTED TO 100%
----SAND/CLAY BACKFlLL INSTALLED IN
8" LIFTS. COMPACTED TO 95%
_~.m_-PIPE BEDDING PER AUGUSTA
UTILITIES DEPARTMENT
STANDARDS
1. THIS DETAIL SHALL APPLY TO AUGUSTA UTILITIES DEPARThlENTBOND PROJECTS ONLY,
2. TOP 10 1/2" .oF TRENCH. TO BE GRADED AGGEGA TE BASE. TOP.2 1/2" Of .GRADED. AGGREGA
BASE TO BE REMOVED. AND. REPLACED WHH TYPE B ASPHALT BINDER UPQN INSTALLATION
Qf ASPHALT CAP. .
3. [)~TAIL SHOWS II TRANSVERSE CROSS SECTION. OVERLAY WIDTH
MAY VARY FOR LONGITUDINAL CUTS. .
AUD - DETAIL 18
AUGUSTA UTILITIES DEPARTMENT BOND PROJECT
ROAD CUT DETAIL
(PIPE IN EXISTlNQ ROADWA V)
NOT TO SCALE
August 2006
Page 18
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
C) J ;!I Ii I;i
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i
August 2006
Page 19
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
August 2006
HYMAX COUPLING
I~
SECTION OF
DUCTILE
IRON PIPE -
CLASS 350
AUD STANDARD DETAILS
10' - 0" MINIMUM
-I
SANITARY SEWER LINE
IN PLACE OR TO BE
INSTALLED
(IN AREA OF EXISTING ASBESTOS CEMENT PIPE CROSSING)
NOT TO SCALE
EXISTING WATER MAIN
(ASBESTOS CEMENT PIPE)
o~
PROCEDURE
1. CUT AND REMOVE SECTION OF EXISTING ASPHALTIC CEMENT PIPE.
2. REPLACE WITH SECTION OF DUCTILE IRON PIPE CLASS 350.
3. INSTALL HYMAX COUPLINGS MANUFACTURED BY DRESSER OR EQUAL.
AUD - DETAil 20
SANITARY SEWER MAIN INSTALLATION
Page 20
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
...
ENCLOSURE SIDE WALL
(INSIDE VIEWj
...
ALUMINUM
EXPANDED
METAL
" ---I[ DRAINAGE PORT
STEP DUE; INSTALLATION OF AUlMINUMFLATEtlED
. EXPANDED METAL FO~ THIO PRElfEN flPIl OF ENTRY Of'SMALL
ANIMALS. RODENTS AND SNAKES WHILEALLOWIIlG T/iEEXIT.
OF THEDRAI!;AGE DISCHARGE FROM.THEENCLOSURE
OUTSIDE OF ENCLOSURE--......
SIDE VIEW SHOWING THE INSTALLATION
OFI\LUMINUM AND VINYL FLAPS INSIDE
'THE IONCLOSURIO
f::;;;;;;::;
'\ OfE~
',,-
CLOSE
NOTE:
AUD STANDARD DETAILS
...
ENCLOSURESlDE WALL
(OUTSIDE VIEWj
..
,,_~_ q, DRAINAGE PORT
STEP TWO: INSTALLATION OF SOLlD VINYL FLAPS OVER THE
ALUMINUM EXPANDED METAL THE FLAPS PREVENT THE
WINO FROM ENTERING THE ENClOSURE THROUGH THE
DRAINAGE PORTS WITHOUT OBSTRUCTING THE ORAINAGE
OISCHARGIO:
FOAM INSULATION
ALUMINUM AND VINYL FLAPS ARE SECURED
AROUND THE DRAINAGE P,ORT,
ALUMINUM EXPANDED METAL
...
WIYL FLAP!5 (OPEN fOR FLOW, CLOSED AGi\INST
WE WIN OJ
DISCIiARGE
fLOW
1, ",LL REDUCED PRESSURE ZONE ASSEMBLIES {RPZ'sl ARE TO BE INSTALLED ABOVE GROUND OR INSIDE TIiE
FACILITY TO PROTECT FROM FREEZING.. EXPOSURE TO FREEZING WILL RESULT IN IMPROPER FUNCTIONING
Of AN RPZ AND MAY CAUSEU~..REpAIRABLE DAMAGE TO THE ASSEMeL Y
2. SOUTHERN BUIU>INtH;OOE SECTION 304,4 -FREEZING (1!1!14j: A WATER, SOIL OR WASTE PIPE SHALL NOnIE
INSTALLED ORPERMmED OUTSIDE Of A BUILDING OR CONCEALED IN OUTSIDE WALLS OR ANYPLACE
WHERE THEY MAY BE SUBJECT TO FREEztNG TEMPERATURES, UNLESS ADEQUATE PROVISION IS MADE TO
PROTECT THEM F.ROM FREEZIN(t
3, FACILITIES REQUIREING AN RPZ MAYBE ALLOWED TO INSTALL IT INSIDE PROVIDEO THAT EITHER: THERE
ARE NO OTHER CONNECTIONS BETWEEN THE METER AND THE BUILDING .AND IT IS UNUKEL Y ONE WOULD BE
INSTALLED I~. THE FUTURE,. OR A DOUBLE CHECK IS INSTALLED AT THE II/,fTER.
4. ALL ABOVE GROUND ENCLOSURES FOR RPZ's ARE TO BE SIZED TO THE RPZ SIZE OR LARGER PER
MANUFACTURER'S SPECIFICATIONS, E.G. A twO-INCH RPZ MUST GO IN AN ENCLOSURE DESIGNED FOR A
TWO-INCH OR LARGER RPl..
5, IF A PERIMETER FOOTER IS. USED 1'HEN CLEAN GRAVEL COVERING THE ENTIRE BOTTOM OF THE
ENCLOSURE MUST BE A FULL TWELVE INCHES (12") DEEP.
8. ALL ENCLOSURES ARE TO BE DESIGNED WITH DRAIN OPENINGS LARGE ENOUGH TO ACCOMODATE A FUll
DISHARGE OF THE ASSEMBLY.
AUD DETAIL - 21
DRAIN DETAIL FOR RPZ BOX ENCLOSURE
NOT TO SCALE
August 2006
Page 21
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
CARSON IND. SERIES 1730D BOX W/COVER
(OREQUIVAlENT)
USED FOR ALL ASSEMBLIES 2" AND SMALLER
TEST COCKS ATIED
WITH BRASS OR
PlASTIC PLUGS OR
CAPS
SEE HOlE DErAIL--.......
(BELOW) '/'""
l
{
r- SEALED WITH EXPANSION
! FOAMORS1UCQNE CAULK.
ON BOTIl SIDES
i
l
i
I
J
i
l
BAll. VALVES POSITIONED SO
TIlEY CAN BE OPEN FlJl-lX
DOUBlECHECKASSEMBLY DETAil
PIPE cUTout !idLEs MuST BE
LARGERTW\N THE WATER liNE
AND SEALED ""lTH EXPANSION
FOAM OR SILICONE CAULK INSIDE
AND OUTSIDE THE BOX TO
PREVENT DIRT AND WATER FROM
ENTERING THE BOX,
HOLE DETAil
INSIDE \11'2N
AUD DETAIL - 22
DOUBLE CHECK ASSEMBLY INSTALLATION
NOT TO SCALE
August 2006
Page 22
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
WA TERLINEAT 90 DEGREE
ANGLE TO THE GROUND
SEALER BOTH SIDES
PIPING ALTERNATE #1
SIDE VIEW
PIPING ALTERNATE #2
TOP VIEW
WATERUNEAT 9(l DEGREE
ANGLE TO THE GROUND
SEAlER BOTH SIDES
i
i
I
!
PIPING ALTERNATE # 3
TOP VIEW
PIPING ALTERNATE#4
TOP VIEW
NOTES:
1. ASSEMBLIES SHOULD BE CENTERED IN THE BOX TO ALLOW ACCESS FOR TESTING AND REPAIR
2. BOX MUST NOIREST ON THEWATERLlNE.
3. ENTRY AND EXIT POINTSOFTHE WATERLINE MUST BE SEALED ON BOTH SIDES TO PREVENT ENTRY
OF WATER AND DIRT. SEE DOUBLE CHECKASSEMBL Y AND HOLE DETAIL
4. MINIMUM CLEARANCE TO E3E MAINTAINED;
- 8"-18" TOP OF ASSEMBLY TO TOP OFBOX
- G" FROM BOTTOM OF DEVICE TO TOP OF GRAVEL
5. A SMALLER BOX MAY BE USED, WITH PRIOR ApPROVAL OF THE INSPECTOR, IF SPACE RESTRICTIONS
WilL NOT ALLOW INSTALLATION OF THE 1730D OR ITS WQU1VALENT
AUD DETAIL - 23
DOUBLE CHECK VALVE
ASSEMBLY VARIA TJONS
NOT TO SCALE
August 2006
Page 23
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
STANDARD BOX
MORTAR JOINTS
BACKFLOW PREVENTER
CENTERED (L-R) IF
POSSIBLE
GRAVEL 6" MIN. DEPTH (CLEAN
AND COMPACTED) FROM LOWEST
POINT OF DEVICE INSIDE .
BRICKED OR BLOCKED AREA
BOX CAN SIT ON BRICKS OR
BLOCKS PORPERL Y
MORTARED IN PLACE WITH
AMY HOLES FILLED
.INSTALLA TION #1
,~EARTHEN LEDGE
/ (lJNDISTURBEDSOIL
2" - 3" WIDE)
LEDGE DETAIL
THE ENTIRE BOX CAN BE SUPPORTED TOPVIEW
ON COMPACTED OR UNDISTURBED
SOIL (SEELEDGEDETAIL# 6)
INSTALLATION #2
.COMPACTED EARTH
THE ENTIRE BOX CAN BE
SUPPORTED ON COMPACTED
ORUNDISTURBED SOIL (SEE
LEDGE DETAIL # 6) .
'NOTE:
OTHER TYPES OF INSTALLATION MAY BE
NECESSARY DUE TO VARYINGF1ELD
CONDITIONS. CONSULT WITH INSPECtOR
BEFORE INSTALLING
INSTALLATION #3
AUD DETAIL - 24
DOUBLE CHECK VALVE
FOUNDATION VARIATIONS
NOT TO SCALE
August 2006
Page 24
AUGUSTA UTILITIES DEPARTMENT. BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
TWOPIECEBOX
NOTE: BOXSHOULD BE HEATED OR
INSULATED TO PROTECT FROM FREEZING
FIBERGLASS
SHELL
FOAMGASKETEO SEAL
INSULATION
STANDARD COLORS:
WHITE
- BEIGE
FIBERGlASS SHELL
SIDEVIEW
OF LIP SEAL
PHYSICAL PROPERTIES
MODEL NO.
IPS.
INSlDE
DEPTH
,75
1
1.5
2
3f4~;';1'"
314"-1'
11'
13"
Zl"
13"
INSIDE INSIDE INSUlATION DRAINAGE
WIDTH HEIGHT "R'VAl.tJE CAPACITY
19" 'll' 8.0 100
2T' 23" 8.0 180
33" 23' 575 GPM
39" 35" 575GPM
FEATURES
FIBERGlASS CONSTRUCTIQN, DRAINAGE CAPACITY {RPZ) DElllCES, ENGtiEERED tlEATmlJlZlNG
(pROTECTION FOR .ClI!'F), TESTING I MAINTENANCE ACCE 55, GROUND ANCHOR CAPABILITIES AND lOCKAlll.E LID.
ENCLOSURE: HOTBOX OR EQUIVALENT BOX
SIZED TO ASSEMBLY SIZE 3/4" TO 2"
AUD DETAIL - 25
REDUCED PRESSURE ZONE ASSEMBLY
I NSTALLA TION
NOT TO SCALE
August 2006
Page 25
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
August 2006
~
j
~^
Ii
i
(,,1)
AUD STANDARD DETAILS
Page 26
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
August 2006
Page 27
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
HEATER
E1ECTfllCAt.
OUTLET
FOOTER' dY_P~JALTE~NATlVEIS4fX;Si
CONCRETE FOOTER OF 4" THICK. FUll
CONCRETE SlAB
llOTE: BOX SHAll BE HEATED Of! INSUlATED TO
PROTECT FROM FREEZING
R.PLINSTAlLATION DETAil
RPZ BOX WAll
TYPICAL ANCHOR
(OUTSIDE)
WrTHADEQUA TE FOOTER ANCHOR
ANGLE MAY BE MO\lNTED INSIDE
ENCLOSURE
FOOTER OR SLAg
FOOTER OR CONCRETE SLAB(RPLBOX)
NOTE:JF'APERIMETERFOOTERIS USEOTHEN THERE. MUST 8E GRAVEL COVERING
THE ENTIRE BOTIOMOF TilE ENCLOSURE A ruu TWELVE INCHES DEep,
tNSTALL WITH
MINIMUM
CLEARANCe: OF
12"FROMTfiE
PORT, FLOOR.
OIHlRAbE.
INSTALL FOR
ACCESSIBILITY.
PROTECT
FROME
FREt;:ziNG.'
MAJORITY OF
LOCAL CODES
RESTRtCT PIT
IHSTALtATIONS.
SIDE ViE?t;
SIQ-E:VtEVi!
30' MAX (~lIGGESTE:})
12" MIN; TYP,
PROTECTIVE
ENCLOSURE
t
REDUCED PRESSURE BACKFLOW PREVENTER
3/4" THROUGH 2"
REDUCED PRESSURE BACKFLOW PREVENTER
2112" THROUGH 10"
AUD DETAil - 28
REDUCED PRESSURE ZONE
ASSEMBLY INSTALLATION
NOT TO SCALE
August 2006
Page 28
-
AUGUSTA UTILITIES DEPARTMENT - BOND PROJECT # 50134
MEADOWBROOK AREA UTILITY IMPROVEMENTS
AUD STANDARD DETAILS
August 2006
Page 29