\I 􀁾􀀮􀁾􀀮 􀁁􀁾􀁄􀁷INSoOF ..t'\..lJ N CITY ENGINEER'S OFFICE 7 Post Office Box 144 Addison, Texas 75001 M E M 0 RAN 0 U M (214) 450-2886 16801 Westgrove october 2, 1992 To: Ron Whitehead,
9v /(L r J--􀀨􀁾 City Manager From: John R. Baumgartner, City Engineer Subject: Celestial Park Parking Improvements -Project Acceptance Construction of the referenced project has been
completed in general conformance with the contract documents. The contractor has furnished the required I-year maintenance bond and affidavit of bills paid in conjunction with their
request for final payment. The original contract was for $13,306.40. The value of the actual work performed was $12,727.90. The items before the council consist of the following: 1.
Accept the project on behalf of the Town. 2. 􀁁􀁕􀁾􀁨􀁯􀁲􀁩􀁺􀁥 final payment of $1,272.79 Staff recommends these items to council for consideration. If you concur, please have Carmen
place an item on the October 13, 1992 council agenda authorizing the staff to accept the project and make final payment to the contractor, Anderson Paving, Incorporated. /rb Attachment
cc: Carmen Moran, City Secretary
NDERSON PAVING, INC.TOWN OF ADDISON .. \ i 11343 Mathis Avenue Dallas, Texas 75229 (214) 444-8225 FAX 444-8729 Fort Worth (817) 870-1247 ''Paving Dallas Since 1960" ITEM NO# QUANTITY
UNIT DESCRIPTION UNIT PRICE TOTAL PRICE ITEM #101 1 L.S. MOBILIZATION $450.00 $450.00 BONDS & INS ITEM #102 100 C.Y. EXCAVATION $11.00 $1,100.00 ITEM #103 142 S.Y. 6" 3000 $36.25 $5,147.50
PSI CONCRETE ITEM #104 156 L.F. CURB $2.50 $390.00 ITEM #105 180 S.Y. C.T.B. $9.43 $1,697.40 ITEM #106 152 L.F. SAW $2.00 $304.00 ITEM #107 63 L.F. 8" STRIPE $0.60 $37.50 ITEM #108 132
L.F. 6" STRIPE $0.60 $79.20 ITEM #109 653 S.F. 4" SIDEWALK $4.00 $2,612.00 ITEM #110 50 S.Y. SODDING $3.00 $150.00 ITEM #111 2 EACH HANDICAP RAMP $250.00 $500.00 ITEM #112 . 1 L.S. IRRIGATION
$250.00 $250.00 ITEM #113 1 L.S. PAINT $10.00 $10.00 $12,727.90
TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO Vendor No. Vendor Name Address Address Address Zip Code CLAIM # _ )1 CHECK AMOUNT $ _ '. EXPLANATION 􀁃􀁾􀁦􀁬 􀁐􀁷􀀮􀁬􀀧􀁜􀀿􀁣􀁊􀁾􀁾􀁾􀀽􀀺􀀻􀀮􀁉􀀼􀀺􀀮􀀮􀁾􀀮
􀁲􀀮􀀮􀁲􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 FINANCE ORIGINAL TO ACCOUNTINGIYELLOW FOR DEPARTMENT FILE
Price Extension "Paving Dallas Since 1960" 􀁾􀀰􀁾􀁾􀁅􀁴􀁴􀁾􀁔􀁩􀁧􀁾􀁬􀁬􀁩􀁾􀁻 ',:pghESrIAhd:J "' 􀀢􀀢􀀧􀁲􀀧􀁂􀁅􀁃􀁂􀁒􀁏􀀧􀀶􀁋􀀧􀀵􀁗􀁾􀀭 􀂷􀀻􀁾􀁩􀁾􀁾􀁐􀁐􀁾􀁾􀀬􀀲􀁴􀀻􀁴􀀮􀁾􀀮􀁾􀁴􀁾􀁾􀂷
Description Qty UM 2",-}.-S225 FAX 2141444-S729 11343 MATHIS AVE. DALLAS. TEXAS 75229 Item 10 􀀻􀀺􀀺􀀤􀁾􀁬􀀮􀁤􀀧􀁊0 : "OWN OF ADDI SON 􀀻􀂧􀀺􀁾􀀹􀁽􀁗􀁅􀁓􀁔􀁇􀁒􀁏􀁙􀁅􀀮 DRIVE 􀂷􀁾􀁏 􀁾􀀧􀂷􀂷􀀮􀀻􀂷􀁂􀁏
􀁘 144 _."PDtSON 􀀬􀁔􀁅􀀺􀁘􀁁􀁓􀀷􀁾􀀰􀀰􀀱 􀀱􀁽􀀧􀀻􀀿􀀻􀁩􀀻􀁾􀂷􀁊􀀮􀁩􀀺􀀳􀁩 ';.-. .. ,-. -/iSa.'le Invoice" Terms: Due Upon Receipt Invoice # 92374B 􀀮􀀼􀀺􀁾􀀻􀀨􀀮 􀁾􀀺􀀺􀀧􀀺􀀧 . : CELESTIAL
PARK SEE ATTACHED 1.00 1,272.79 1,272.79 . ".; .. "'-. ," ':􀀬􀀮􀁴􀀻􀀮􀀺􀀮􀀨􀀺􀀧􀀯􀁱􀁣􀀮􀁩􀀬􀁾􀀺􀀢􀁪􀁲􀂷􀀺􀁦􀀻􀁾􀀺􀁾􀂣􀁟􀂷 .􀁾􀀽 􀀺􀁾􀀳􀁾􀁾􀁩􀀱􀀡 􀀢􀀬􀁾􀁾􀀬􀀬􀀬􀀬􀁾 THANK YOU FOR YOUR
BUSINESS!!! Net Due 1,272.79
TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO DATE 􀁾􀀱􀁾􀁉􀁓􀁾 Vendor No. CLAIM # _ CHECK AMOUNT $ _ Vendor Name Address Address Address Zip Code 􀁾􀁾􀀨􀁾􀁣􀀬 􀀱􀀱􀀳􀀴􀁾􀁲􀁲􀁬􀀺􀁍􀀭􀀭􀀭􀀽􀀮􀁑􀁾􀁕􀀩􀁾􀁧
..'..... _ -.J\dOM 􀁊􀁬􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 ,SdcbS 1------------i:::t---t------+-----+----+-----O-------1 '. EXPUINATION C'􀁑􀁾 fhJ<, 􀀿􀁾􀀢􀀭􀁕􀁯􀁉􀀸􀁾􀀩----------FINANCE
ORIGINAL TO ACCOUNTINGNELLOW FOR DEPARTMENT FILE
September 24, 1992 Hr. John Baumgartner City Engineer Town of Addison 16801 Westgrove Drive P. o. Box 144 Addison, TX 75001 RE: Tree replacement if needed. Dear John, 11343 Mathis Avenue
Dallas, Texas 75229 (214) 444-8225 FAX 444-8729 Fort Worth (817) 870-1247 "Paving Dallas Since 1960" Anderson Paving, Inc. agrees to replace any of the trees that do not bear leaves
due to the lack of water from the construction of the Celestial Park Parking Improvements. Thank you,
11343 Mathis Avenue Dallas, Texas 75229 (214) 444-8225 FAX 444-8729 Fort Worth (817) 870-1247 "Paving Dallas Since 1960" SEPTENBER 10, 1992 HR. JOHN BADHGARTNER CITY ENGINEER TOHN OF
ADDI SON 16801 WESTGROVE DRIVE POBOX 144 ADDISON, 'PX 75001 RE: EXPLANATION FOR COMPLETION TIME OVER-RUN. DEAR HR. BADHGARTlfER, ON JULY 24TH WE RECEIVED BY FAX THE NOTICE TO PROCEED
FROM THE OFFICE OF HR. CLYDE JOHNSON. AS OUTLINED IN THE NOTICE, ACCORDING TO THE COlf'!'RACT DOCDHElfT, WE WERE TO BEGIN WORK NO LATER 'l'BAlf AUGUST 3RD. THE ORIGINAL JOB SCHEDULE
HAS TO BE FINISHED WITH THE PROJECT BY 'l'BURSDAY, AUGUST 13TH. THE PLAN WAS TO SAW ON FRIDAY, JULY 31ST. EXCAVATE MONDAY, AUGUST 3RD. INSTALL C. T. B • 'l'UESDAY, AUGUST 4TH. FORM AND
INSTALL REINFORCEHElfTS WEDNESDAY, AUGUST 5TH. POUR PAVING TlWRSDAY, AUGUST 6TH. EXCAVATE AND FORM SIDElifALK FRIDAY, AUGUST 7TH. POUR SIDEliiALK MONDAY, AUGUST 10TH. BACKFILL, SEAL
JOINTS AND SOD TUESDAY, AUGUST 11TH• CLEAN WEDNESDAY, AUGUST 12TH. STRIPE THURSDAY, AUGUST 13TH. WE BAD THE THE NEXT THO WEEKS SCHEDULED FOR A FULTS HAlfAGEHElfT JOB TO INSTALL 26 IiiBEEL
CHAIR RAMPS (AT THREE LOCATIOIfS) TO CONFORM TO Nn A.D.A STANDARDS. THOSE DAYS WERE INSTEAD SPEN'l' DOING THE FOLLOHING: ON FRIDAY, JULY 31ST HE LAID OUT THE PROJECT, SAWED AND DISCOlflfECTED
THE SPRINKLER SYSTEM. MONDAY, AUGUST 3RD WE EXCAVATED AND AT APPROXIMATELY 2: OOPM BROKE A WATER MAIN BLEED OFF. THE WATER COMPANY ARRIVED APPROXIMATELY AN HOUR LATER AND BAD THE LEAK
FIXED BENEEN 5 : 30PM AND 6: OOPM. THEY LEFT A LARGE HOLE IN THE WORK AREA AND A LARGE PILE OF MUD IN THE STREET. ALSO THE WATER VALVE PIPE HAS LEFT LEANING. ON 'l'UESDAY, AUGUST 4TH
AT APPROXIMATELY 8:00AM I CALLED AND LEFT A MESSAGE FOR LARRY WINN TO CALL ME SO I COULD TALK TO HIM ABOUT THE PROBLEM, HE NEVER CALLED ME BACK. AT APPROXIMATELY 3:00PM BRUCE ELLIS CALLED
ME AND TOLD ME TO BACKFILL THE HOLE OURSELVES AND HE WOULD WORK OUT THE EXTRA COST DUE TO THE PROJECT SIZE BEING REDUCED. I ALSO TOLD HIM ABOUT THE PROBLEM I WAS HAVING
WITH DALLAS WATER UTILITIES. ON WEDNESDAY, AUGUST 5TH AT 7: 15AM I CALLED TO TALK TO LARRY WINN AND HE WASN'T THERE. I TOLD 'l'llE HAN THAT ANSWERED THE PHONE (DIDN'T GET HIS NAME) THE
PROBLEH AND HOW IMPORTANT IT WAS TO GET IT SOLVED,BECAUSE OF TIHE RESTRICTIONS, HE SAID THE PROBLEH WOULD BE SOLVED AND HE WOULD HAKE SURE LARRY CALLED HE BACK. AT 7: 30AM I LEFT A HESSAGE
ON BRUCE'S RECORDER TO LET HIM KNOW THAT WE WOULD NOT BE ABLE TO WORK ON THE JOB THAT DAY BECAUSE OF THE WATER VALVE PIPE LEANING AND I STILL DID NOT HAVE A DEFINITE ANSWER FROM LARRY
WINN AS TO WHEN THE HUD WOULD BE MOVED. AT 8:10AM LARRY WIn CALLED HE AND SAID THE EARLIEST HE COULD SCHEDULE TO MOVE THE HUD AND STRAIGHTEN THE PIPE WOULD BE THURSDAY MORNING, BUT IF
A HAIN BROKE ANYWHERE, THAT WOULD HAVE PRIORITY. THESE PROBLEHS WERE TAKEN CARE OF TlWRSDAY. WE FINISHED EXCAVATION FRIDAY AND FORMED THE AREA ON HONDAY, AUGUST 10TH. FINE GRADED AND
INSTALLED C. T. B. ON TUESDAY. BY THIS TIHE OUR PAVING PEOPLE WERE GETTING STARTED ON THE FULTS JOB AND THAT IS WHEN THE NON-PRODUCTIVE DAYS BEGAN ON THE PROJECT. I UNDERSTAND THAT THERE
WAS PLENTY OF TIHE AFTER THE PROBLEHS WERE SOLVED TO FINISH THE JOB ON TIHE, BUT IN ORDER FOR HE TO DO THAT I WOULD HAVE HAD TO CHANGE A SCHEDULE THAT WOULD AFFECT HAllY OF FULTS HANAGEHElfT'S
TENANTS no WOULD NOT UNDERSTAND. I ALSO FULLY UNDERSTAND THAT THIS DOES NOT AUTOHATICALLY RELEASE ANDERSON PAVING INC. FROH ITS RESPONSIBILITY TO COMPLETE THE JOB ON TIME. I DO HOWEVER
HOPE YOU CAN FIND A WAY TO NOT CHARGE HE LIQUIDATED DAHAGES ON THIS JOB. I WOULD ALSO LIKE TO SAY THAT EVERYONE, INCLUDING CLYDE JOHNSON, SLADE STRICKLAND, RON LEE, BRUCE ELLIS AND YOURSELF
ARE TRUE PROFESSIONALS AND IT WAS A PLEASURE WORKING WITH ALL OF YOU. SINCERELY, 􀁾DAVID ANDERSON GENERAL HANAGER
􀁾􀀧􀀴􀀴􀂷􀀸􀀲􀀲􀀵 FAX 214/444·8729 11343 MATHIS AVE. DALLAS. TEXAS 75229 -Paving Dallas Since 1960-Sale Invoice Terms: Due Upon Receipt Invoice # 92374A Sold To: TOWN OF ADDISON 16801
WESTGROVE DRIVE P.O. BOX 144 ADDISON, TEXAS 75001 Transaction Date: 08-31-92 Due Date: 09-01-92 Ship To: CELESTIAL PARK CELESTIAL DRIVE "AND BELBROOK WAY ADDISON, TEXAS Item ID CELESTIAL
PARK Description SEE ATTACHED Qty UM 1.00 Price 11,455.11 Extension 11,455.11 Subtotal Total Invoice --􀀱􀀱􀀬􀁾􀀵􀀵􀀮􀀱􀀱 ;11,455.11 THANK YOU FOR YOUR BUSINESS!!! Net Due 11,455.11
T 0 \I. :-; 0 F MDISoN STREET DEPARTMENT 􀁾􀀢􀁉􀁬 (214) 450-2841 FAX (214) 9111-66411 August 21, 1992 MEMORANDUM To: Mayor Lynn Sprui 11 Post Office Box 144, Addison, Texas 75001 16801
Westgrove From: Robin Jones Re: Request to abandon roadway -east end of Celestial Road Lynn, please consider the following regarding the request from Mr. Watson to abandon the roadway
in front of his home on Celestial Road. Mr. Watson states in his letter that the reason he is requesting the abandonment of this roadway easement is for the security of his home. He
states that he has people parking on the road, and trespassing on his property. I think both of these problems can be solved by better signage and bet ter en forcemen t. We can add an
addi t ional "No Park ing" sign and Mr. Watson can post his property as "Private". I'm sure our Police department would be more than happy to site any violators. If the Town were to
abandon this portion of roadway, the Roadway would normally be split down the center with %50 going to Mr. Watson and 50% going to the property owner on the north side of the street.
As the property on the north side develops, it is likely that the property owner would want a drive access to Celestial. Whether this is what Mr. Watson envisions happening or not is
unknown at this time. Another situation to consider is that as the property on the north side of the street is divided and develops, the Town would probably acquire from each lot a 25
foot easement along White Rock Creek. This easement would be a natural extension of the Jogging trail and would probably connect to that portion of Celestial Road under discussion for
abandonment. Finally, the Town has various ut iIi ties under the roadway, i. e. water, sewer, and drainage. Our access to these would be affected by whatever each property owner actually
did with the abandoned roadway. In summary Lynn, there is absolutely no benefit to the Town and ques t ionab Ie benefi t to Mr. Watson for the abandonmen t of this roadway. I recommend
against it. If I may be of further service, please call. cc: Ron Whitehead John Baumgartner
Ronald D. Watson 5656 Celestial Road Addison, Texas 75240 August 2, 1992 Ms. Lynn Spruill Mayor City of Addison Addison, Texas 75240 Dear Ms. Spruill: I would like to request that the
city of Addison abandon the roadway easement in front of our property. As it is now, a dead end street sign and a no parking street sign stands. These signs are both attached to a steel
guardway that crosses the street. This easement is a constant hazard for many reasons. First, and most important, is the security of our home. Through the course of the day, numerous
cars pull up and park. This leads to the next hazard, the access to our property. We have thick trees that block the visibility of the roadway to our house. The area is very inviting
to mountain bikers and hikers. I have often had to ask people to leave the property. The trespassers claim they had no idea they were exploring on private property. We now maintain the
roadway easement in front of our property. We continuously have to pick up beer cans and trash. With the release of the easement, we plan to design an enclosure fence to detour the parkers
and property wanders. I would appreciate your advising me regarding the steps necessary to expedite the abandonment of this easement. My office phone is 443-2535, and the house is 991-5656.
Your assistance is greatly appreciated. Yours truly, Ronald D. Watson
CLYDE JOHNSON PURCHASING fWWiER July 24, 1992 FINANCE DEPARTMENT /PURCHASING DIVISION 5350 Belt Line Road (214) 450-7091 Facsimile (214) 386-0938 P. O. Box 144 Addison, Texas 75001 Mr.
David Anderson General Manager Anderson Paving, Inc. 11343 Mathis Ave. Dallas, TX 75229 RE: Notice to Proceed, Celestial Park Parking Improvements, Bid No: 92-36. Dear Mr. Anderson:
Receipt of this document authorizes Anderson Paving to provide all labor and materials as outlined in the specifications. Anderson Paving is to perform all work according to the time
schedule, bid price, and other terms and conditions of the contract documents. Enclosed please find a completed copy of the contract documents for your file. Work shall begin by August
3, and be completed within twenty four calendar days after work commences. Please contact me at 450-7090, if you have any questions, or if I can be of assistance to you. Sincerely yours,
Enclosures cc: John Baumgartner, City Engineer Bruce Grantham, Espey, Huston
Revised 7-17-92 BID SCHEDULE CELESTIAL·PARK PARKlNG IMPROVEMENTS ADDISON, TEXAS Item Est. Unit Total No. Ouan. Unit Description Price Price 101 1 L.S. Mobilization, bonds and $ $ insurance
Dollars Cents 102 90 C.Y. Unclassified excavation, $ $ including hauling and disposal of surplus material Dollars Cents 103 145 S.Y. 6", 3000 PSI reinforced $ $ concrete pavement, complete
in place Dollars Cents 104 156 L.F. 6" concrete integral curb, $ $ complete in place Dollars Cents 105 165 S.Y. 5" thick cement treated base $ $ (CTB) supplied from central mixing plant,
complete in place Dollars Cents 106 145 L.F. Full depth sawed breakout $ $ groove Dollars Cents 920279 PF-3
• ! Revised 7-17-92 BID SCHEDULE CELESTIAL PARK 􀁐􀁾􀁎􀁇􀁉􀁍􀁐􀁒􀁏􀁖􀁅􀁍􀁅􀁎􀁔􀁓 ADDISON, TEXAS (cont'd) Item Est. Unit Total No. Quan. Unit Description Price Price 107 63 L.F. Install
8" wide white $ $ reflectorized paint lane marking, complete in place Dollars Cents 108 132 L.F. Install 6" wide white $ $ reflectorized paint lane marking, complete in place Dollars
Cents 109 600 S.F. 4", 3000 PSI reinforced $ $ concrete sidewalk with exposed aggregate surface, complete in place Dollars Cents 110 47 S.Y. Block sodding, complete in $ $ place Dollars
Cents 111 2 EA. 3000 PSI concrete handicap $ $ ramp, complete in place Dollars Cents 920279 PF-4
Item No. 112 113 Est. Quan. 11 L.S. L.S. Revised 7-17-92 BID SCHEDULE CELESTIAL PARK PARKING IMPROVEMENTS ADDISON, TEXAS (cont'd) Description Removal or relocation of irrigation system
as directed by the Town of Addison _________ Dollars _________ Cents Paint handicap space marker ---------Dollars _________ Cents Unit Price $---$---Total Price $---$---TOTAL PROJECT
BID ____________________ Dollars ____________________ Cents (spelled out in words) The completion time for this contract is 24 calendar days. $------$-----(in figures) 920279 PF-5
FINANCE DEPARTMENT /PURCHASING DIVISION 5350 Belt Line Road (214) 450-7091 Facsimile (214) 386-0938 P. O. Box 144 Addison, Texas 75001 July 15, 1992 Mr. David W. Anderson Anderson Paving
Inc. 11343 Mathis Ave. Dallas, TX 75229 RE: NOTICE OF AWARD Town of Addison Celestial Park Parkinq Improvements Bid I 92-36 Dear Mr. Anderson: Receipt of this document authorizes your
company to provide all labor and materials as outlined in the specifications, and under the terms and conditions of the contract documents for Bid No: 92-36. You will receive a "Notice
to Proceed" when the signed contracts, Insurance Certificates, and Bonds called for in the Bid Documents are received. You have agreed to submit a completed contract with bonds and certificates
as soon as possible, but no later than ten days, by July 25, 1992. The contract beginning date will be within five days from the Notice to Proceed, but no later than July 31, 1992. Enclosed
are three completed copies of the contract to be signed by an authorized officer or principal of your firm. Also enclosed is a tax exemption certificate. Please mail invoices to Accounts
Payable, Town of Addison, P.o. Box 144, Addison, Texas 75001. If you have any questions or if I can be of assistance to you, please contact me at 450-7090. Sincerely, 􀁦􀀡􀁌􀁹􀁾􀁾 Clyde
Johnson PURCHASING AGENT Enclosures cc: John Baumgartner, City Engineer Bruce Grantham, Espey, Huston
SECTION CA AGREEMENT STATE OF TEXAS COUNTY OF DALLAS THIS AGREEMENT is made and entered into this day of j ULY • 19􀁾 by and between the Town of Addison, of the County of Dallas and
State of Texas, acting through its Mayor, thereunto duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and 􀁾􀁗􀁾􀁡􀀮􀁓􀀮􀁤A/:P,qVI'v/z rue... . of the
City of _b4Lt. AS. • County of ALL AS:-• State of 􀁔􀁾􀁘􀀧􀁊􀁉􀁴􀀮􀁳 . Party of the Second Part, hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payment
and agreement hereinafter mentioned, to be made and performed by the OWNER, the said CONTRACTOR hereby agrees with the said OWNER to commence and complete construction of certain improvements
as follows: Celestial Park Parking Improvements and all extra work in connection therewith, under the terms as stated in the General and Specific Conditions of the AGREEMENT; and at
his own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to
complete the said construction, in accordance with the conditions and prices stated in the Proposal attached hereto and in accordance with the Advertisement for Bids, Instructions to
Bidders, General Provisions, Special Provisions, Plans, and other drawings and printed or written explanatory matter thereot: and the Technical Specifications and Addenda thereto, as
prepared by the OWNER, each of which has been identified by the endorsement of the CONTRACTOR and the OWNER thereon, together with the CONTRACTOR's written Proposal and the General Provisions,
all of which are made a part hereof and collectively evidence and constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to commence work within five (5) calendar days after the
date of written notice to do so shall have been given to him, and to substantially complete the work within 24 calendar days after he commences work, subject to such extensions of time
as are provided by the General Provisions. The OWNER agrees to pay the CONTRACTOR $ /3/3tJ(, .'If) in current funds for the performance of the Contract in accordance with the Proposal
submitted thereot: subject to additions and deductions, as provided in the General Provisions, and to make payments of account thereof as provided therein. 920279 CA-2
IN WI1NESS WHEREOF, the parties of these presents have executed this AGREEMENT in the year and day first above written. TOWN OF ADDISON (OWNER) By: ATIEST: ATIEST: City Secretary f}1Jf)eJ254AJ
Y'AIIIAltk TA/c... Party of the Second Part (CONTRACTOR) By: V_· _ The following to be executed if the CONTRACTOR is a corporation: I, ....... certify that I am the secretary of the
corporation named as CONTRACTOR herein; that 􀁾􀀮 who signed this Contract on behalf of the CONTRACTOR is the of said corporation; that said (official title) Contract was duly signed
for and in behalf of said corporation by authority of its governing body, and is within the scope of its corporate powers. Signed: Corporate Seal 920279 CA-3
... 􀁣􀁾•• .-L ADDisoN FINANCE DEPARTMENT /PURCHASING DIVISION 5350 Belt Line Road (214) 450-7091 Facsimile (214) 386-0938 P. O. Box 144 Addison, Texas 75001 M E M 0 RAN DUM To: From:
Ron Whitehead, City Manager Clyde T. Johnson, Purchasing Manager 􀁾 John Baumgartner, City Engineer Date: July 13, 1992 Subject: Council Award from Bids for Celestial Park -Parking Improvements.
SUMMARY: Council award is requested for the purchase of services for the construction of Parking Improvements for Celestial Park. BACKGROUND: Bids were opened on July 13, 1992, and of
the nine bid invitations picked up, six bids were submitted. A summary of the bid opening is attached in the form of a "Bid Tabulation". FINANCIAL IMPACT: Funds are available for the
project and the recommended expenditure is $ 13,306.40. RECOMMENDATION: Staff recommends that the council award the bid to Anderson PaVing for Celestial Park -Parking Improvements. Anderson
Paving submitted the low bid that meets specifications.
BID NUMBER 92-36 CELESTIAL PARK-PARKING IMPROVEMENTS BID TABULATION BIDDER BID BOND FORM SIGNED TOTAL AMOUNT ALL-TEX yes yes $28,574.50 ANDERSON PAVING yes yes $13,306.40 CAMINO CONSTRUCT.
yes yes $18,080.91 GIBSON yes yes $18,860.75 ORENA CONSTRUCT. yes yes $16,666.00 RIDGEMONT COMPANY yes yes $27,155.00
BID FORM TO: The Honorable Mayor and City Council Town of Addison, Texas Gentlemen: The undersigned bidder, having examined the plans, specifications and contract documents, and the
location of the proposed work, and being fully advised as to the extent and character of the work, proposes to furnish all equipment and to perform labor and work necessary for completion
of the work descnbed by and in accordance with the Plans, Specifications and Contract for the following prices, to wit: Signed by: ACKNOWLEDGEMENT OF ADDENDA: Addendum No.1 _ Addendum
No.2 _ The Bidder acknowledges receipt of the following addenda: PF-2 Addendum No.3 _ 920279
BID SCHEDULE CELESTIAL PARK PARKING IMPROVEMENTS ADDISON, TEXAS Item Est. Unit Total No. Quan. Unit Description Price Price 101 1 L.S. Mobilization, bonds and $ 􀁾􀀵􀁑􀀬 $ YSD. insurance
ED 􀁾􀁲 \4uoocg Q FIE!\{ Dollars NO Cents 102 100 C.Y. Unclassified excavation, 􀀤􀁾 $ I,IQQ. including hauling and disposal of surplus material E/lfUErv Dollars NO Cents 103 160 S.Y.
6", 3000 PSI 􀁲􀁥􀁩􀁮􀁦􀁯􀁾􀁣􀁥􀁤 $ 3l"ci5 􀀤􀀵􀁾􀁑􀁏􀀮 concrete pavement, complete in place Tbl et'-l -51'£ Dollars TIJ,,}uuq . EI\)t; Cents 104 172 L.F. 6" concrete integral curb,
$ 9),50 $ Y30. complete in place TWO Dollars Elf-hI Cents 105 180 S.Y. 5" thick cement treated base $ 9.43 $.1 (oql.40 (crB) supplied from central mixing plant, complete in place l\),NE.
Dollars tOr"\,,),,=Thre.e Cents 106 161 L.F. Full depth sawed breakout $ a,DO $ 3J.;}.. grooveTwO Dollars NO Cents ......--, ..;. 􀁾􀀪 'f j'.J. ,. 􀁾􀀬􀁊 'J ,JJ.111)JJ 􀁾J1J,i· 1􀁾,920279
PF-3
BID SCHEDULE CELESTIAL PARK PARKING IMPROVEMENTS ADDISON, TEXAS (cont'd) Item Est. Unit Total No. Quan. Unit Description Price Price 107 63 L.F. Install 8" wide white $ .lsO $ =3,8D
retlectorized paint lane marking, complete in place 1\.l0 Dollars 51'i-Ty Cents 108 132 L.F. Install 6" wide white $ ,loD $ 􀁬􀁃􀁜􀀮􀁾􀁯 retlectorized paint lane marking, complete in
place ruQ Dollars SI XI\( Cents 109 620 S.F. 4", 3000 PSI reinforced $ l.\ . ()C) $ .;1, 􀁌􀁜􀁾􀁏􀀮 concrete sidewalk with exposed aggregate surface, complete in place i=ouc Dollars
ND Cents 110 50 S.Y. Block sodding, complete in $ 3.00 $ 150,' place Three Dollars NO Cents 111 2 EA. 3000 PSI concrete handicap $ 􀁾􀀵􀁑􀀡 $ ,sao. ramp, complete in place Two tj\lO
aCE 0 t \£+1,( Dollars WIJ Cents 920279 PF-4
Item No. 112 BID SCHEDULE CELESTIAL PARK 􀁐􀁾􀁎􀁇􀁉􀁍􀁐􀁒􀁏􀁖􀁅􀁍􀁅􀁎􀁔􀁓 ADDISON, TEXAS (cont'd) Est. Quan. Unit Description 1 L.S. Removal or relocation of irrigation system as directed
by the Town of Addison TWo bltmoceD £.-£±LI Dollars NO Cents Unit Price $ ;;>50. Total Price $ @50,' TOTAL PROJECf BID The completion time for this contract is 24 calendar days. "Ih',
deea \h0\.\5 Al\)O "Three HUGOB..S:D 5',,*= Dollars t Q C'±\.{ Cents (spelled out in words) $ \D. $ \"3 I 3Q In! 40 $ \3\3 0la •4O ./Lr (in figures) Paint handicap space marker TEN Dollars
tUD Cents 􀁾􀁉􀁬 113 1 L.S. JrJ -1r· -1 920279 PF-5
A Corporation By 􀁟􀀭􀁌􀀡􀁬􀀮􀀮􀀺􀀮􀀮􀀺􀀮􀁎􀀮􀀮􀀺􀀮􀀮􀁯􀀺􀁑􀀺􀀮􀀮􀀺􀀺􀂣􀀺􀀮􀀺􀀮􀀺􀀺􀁦􀁌􀁾􀀼􀁩􀀷􀀮􀀮􀁬􀀺􀀺􀀮􀀭􀁴􀀺􀁊􀁌􀀮􀀮􀁌􀀮􀁴􀁉􀀭􀀭􀁴􀀡􀁾􀁕􀀭􀀽􀀨􀁪􀀩􀁾􀁻􀀮􀀻􀀮􀀻􀀮􀀻􀀺􀀯􀀩􀁪􀀬􀁾􀁾􀁟􀀺􀁬􀀡􀁾􀁁􀀼􀁾􀁣
􀀮􀀺􀀻􀀻􀀻􀀻􀀮􀀺􀀻􀀮􀀺􀀭􀀺􀀭􀀭􀁾 _ r (Corporation Name) (State of Incorporation) By __􀀮􀀮􀀮􀁴􀀮􀀮􀁊􀀮􀁚􀁤􀁊􀁾􀁌􀀮􀀮􀀮􀀺􀁬􀀨􀁩􀀬􀁄􀀽􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀺􀁶􀁦􀁾􀀭􀀴􀁾􀁊􀀮􀁪􀀺􀀮􀀮􀀮􀀮􀀺􀀮􀀮􀀯􀀩􀁾􀁾􀀻�
�􀀮􀀺􀀮􀀮􀀺􀀺􀀺􀀯􀀲􀀮􀁾􀀵􀀲􀁣􀁤􀁾 _ (Name of Person Authorized to Sign) 􀀶􀁦􀀻􀁴􀀯􀁾􀁾 MMMUZ (Title) (Corporate Seal) Business address: (Secretary) 􀁾 t 􀁾 ciJl.....--_ \S//:3 1l 1J1/f
7j.J /5 Attest Phone No. @Ltl) tfL/Lj -&.225 A Joint Venture (Name) By _ (Address) By _ (Name) (Address) (Each joint venturer must sign. The manner of signing for each individual, partnership
and corporation that is a party to the joint venture should be in the manner indicated above.) 920279 PF-7
􀁓􀁩􀁾 SECfION BP CONTRACfOR'S AFFIDAVIT OF BILLS PAID STATE OF TEXAS COUNTY OF DALLAS Personally, before me the undersigned authority, on this day appeared DA'JID 􀁁􀁣􀁬􀁏􀁅􀁮􀀮􀁾􀀢􀀬􀁊
, who, being duly sworn, on oath, says that he is a legal representative of Ih,t D E.f2.'> 0 N P A." I 􀁾􀀢 ..LI'l(!. . (full name of Contractor as in contract) and that the contract
for the construction of the project, designated as 􀁱􀁾􀀭􀀳􀀨􀀴 (Project No.)C£LE:,SyiAL. 􀁾􀁉􀀲􀀮􀁋 􀁐􀁁􀀨􀀲􀀮􀁫􀁬􀁾􀁾 .:I'fV\Ptl.DiEVI.1Ei'JTS has been satisfactorily completed and
that all bills for materials, apparatus, fixtures, machinery and labor used in connection with the construction of this project have, to the best of my knowledge and belief, been fully
paid. Title Sworn to and subscribed before me this.LL day of W/&Jn@19..u. . 􀀯􀁦􀀲􀁾􀀿􀁵􀁷􀁊􀁾 Notary Public in and for _.;..-zJ_I4.__'.LL.45 County, Tex3,s 920279 BP-2
rEAM...-CONSULTANTS, INC.__ Geotechnical, Environmental, Construction Materials Testing CONCRETE (ASTM C-39), Anderson Paving 11343 Mathis Avenue Dallas, Texas 75229 STRENGTH REPORT
(ASTM C-293) OR (TEX-420-A) DATE: 08/29/92 REPORT NO.: JOB NO.: 92630 PROJECT: Celestial at Bellbrook Addison, Texas 4 Cyl or 81 ump(in. ) Air (%) strength (psi) Beam Date Date ASTM
ASTM 28-Day No. T.ocation Break Hade (C-143) (C-231) 7-Day 28-Day Specs. I-A Front Parking Area 08/28 08/21 5.5" 4.0 2260 3000 B Cel estial &Bellbrook 09/18 08/21 C 09/18 08/21 REMARKS:
Conical fracture unless otherwise noted. Diameter 6.00" unless otherwise noted. TEAM Consultants, Inc. 􀁂􀁹􀀺􀁕􀀻􀁲􀁾 sh Ronald L. Bannister 2970 S. Walton Walker, Suite 101 Dallas,
Texas 75211 214/331-4395
TEAM CONSULTANTS, INC. 2970 S. Walton Walker, Suite 101 Dallas, Texas 75211 214/331-4395 CONCRETE PLACEMENT REPORT NO.3 TO: Anderson Paving Mr. David Anderson 11343 Mathis Avenue Dallas,
TX 75229 DATE: 08/21/92 JOB NO.: 92630 JOB TITLE: Celestial ·at Bellbrook Addison, Texas DESIGN USED,-: -TX-I ------START UP TIME: 10:30 TOTAL CU.YDS.PRODUCED: ___ SHUT DOWN TIME_:---,,-1􀁾􀀱:'-30
_ TOTAL NO. OF BATCH CHANGES:------WATER TIME CYLINDER TRUCK CUBIC ADDED PERCENT UNIT TEMP. MADE SET NOS. LOCATION NO. YAROS SLUMP AT SITE AIR WT. (FO) REMARKS 061 9.0 11:00 1 A-C 209
-Front Parking Area 9.0 5.5 0 4.0 88° 201 9.0 REMARKS..:..: _ TIME ON: 9:30 TIME OFF: 11:30 TECH. TIME: 2.0 hrs. TRIP CHARGE: 1 gY1...RLU: 08/24/92 12:30 2:00 1.5 hr. 1 SIGNED: {e:..."
􀁉􀁾 '--.ir 1..1 c::;::a
JUN 23 '92 09: 31 TO 214'331 '3 I_ ..... :\':'i FR0I1 TmJH OF ADD I 􀁾􀀻􀁄􀁾􀀧 􀁾􀀬 T-328 P.01 L,), UL. 1 ( 'lU -1"'·lU. UU'=, r $J....4C.U 4Uf 189R!! 1:.01'''''.1'1 ,--l ••J. 􀀭􀀭􀀭􀀭􀁾􀀬􀀮􀀬􀀬􀀧
............... , ", i If" 􀁊􀁏􀁾 􀀱􀀭􀁾􀀯􀁜􀂷􀁾􀁩􀀱􀀶 􀁾􀁲􀀭􀀭􀀱􀀨􀀵 rY\V\; 􀁙􀀭􀀶􀀱􀀧􀁾 􀁾􀁬􀀱􀀮􀁊 􀁾􀀭􀁱􀁓 ·oS 􀀷􀁾 􀂷􀁾􀁲􀁾1-o-v\ 􀁜􀀮􀀬􀁾􀁾 4,S"a ytJ ....DV.l!!RTISEMENT FOR alO$
t, 􀁓􀁾􀀧􀁉􀁬􀀮􀁤 bId. to the Town M AddISOIl!. 􀁔􀁥􀁬􀁴􀁡􀁾 ft)r Cele,tllll ".rk P,rklng Imprl)vtmentl, for the TOwn ,f Addl$OIl, Telles, h.r.lnllfltr Cilled "Clfy" In fJceordanct with
􀁐􀀧􀁦􀁩􀁉􀁉􀀧􀁉􀁾􀀬 IiP9Clflc8tlons lind con· 􀁴􀁦􀁃􀁬􀁾􀁴 cl9cvment. frlllireel !:IV I1P0y, HUlton &. As· iOCI.tU Ine" wI! b(l rl'):;fllv(ld8t the office of elYOIi JeshnlGn, "urchlllling
Mllnllgllr, 􀁾􀁴􀁬􀀱􀁥􀁮􀂢􀀮􀀨􀀱 f;!I,lUdlnll, 5250 ••It 1..1", Ro.d, Addl&on, TtIUU untlllOll.llll.m. on th" 13th d.y 0' July, 􀀱􀀢􀁾􀀮 􀁊􀀳􀀱􀁾􀁾 fClcvlved by ihe eppolnttd ttmtwlll
tit Clf;lened .",C1r.acl.,ouCl, Any' bid. rtc,h'.cr .ft.r e't1l'ng time will bt 􀁲􀀨􀁴􀁴􀁬􀀬􀁬􀁲􀁦􀁬􀀨􀁬􀁾 unoPtt",<L 2. Th. contr tor I'hl!llllndl!!l'ltlfy hili bId on 'll' 91,1t· lido
of the .n 􀁾􀀭􀁷􀁾􀁬􀁦􀁬􀁟􀁾􀁟􀁾􀁴􀁨􀀮\\Iord& TOWN 􀁬􀀧􀀺􀁾􀁩􀁾􀀻􀀻􀀻􀀭 t", ma)(lmum bid prlc:o p.yable Wlfhout recour.. to fhl Towl'l Of A"d Ilon. or II bll1 bonl1 In ,tlt $Ami! amount
Irom .. relletllt IlIrttv cornPflnv lIe.rued Ib)y. th. St.te Of T.)(lIl tobtl" II sur.'y, ar a SindtI' 'nllurinci tKlc:ut..d by 􀁾 .urety COfTlP."Y II· e.nl.a bV '1'1. Il.tt 􀁾􀁦 Tfllla.
to let 01 0 Iur.ty or 1... IIIJUll)rlzed IIIglnt .1 • gUllr."ntee fhat the bldd" will ent.r ''''tI •eClntraet and ,1<,;\1" • P.rf.,!"" mlll'\e:' 80nd withIn ftn on) dllly& lifter notllli
of Itward of contro!!u;.t 􀁾􀁯 i'1lm. •• PlllnB, lplalflclltlonri lind blddl ng documllnt' may b, "t;l,Ired from Clyde Johnlone purchallno Mlln.".r, Flnence liulldll'lg, 6350 Rot. L11'1@Rillllf.
Addllon. TIKla. II. Th. rlgl1t II 􀁲􀀹􀀮􀁾􀁴􀁶􀁬􀁬􀁤 by thlt Mevor llIoll thll t:lty councilIII thl Intllrelt \If tM Cltv may requIre 10 rel.ct tny Qr ,U bids and to walvo any InforMfJllty In bld& tecelvtd • •• Tht 81c.lCl.1' (prOl)o••r) mud 􀁩􀁕􀁾􀁪􀀩􀁬􀁹 1111 tM Infnrmati
on requIred by the j!lropo"t Form, 7..... "lIr'grmtn,,1I l!Iun(l. L,bor and MCitorlal P.y· mtnt flond .nd MarnttAlnee Bond WHI bl re· qull'.d by til. OWI'I.ri flllIch &tlnd $h,1l btl
In thq ,m(lI,1"t of 100% (If tM total cOrltroct omolJl\t. .ond, 'hlllll be IUUed by Q fllrtty toMpllll)l licensed 􀁢􀁾 ttl, ,t,t, ot rt\(,u to let.,. lur.1y. 8, ,.he prolecl conilit"
0' epprOllimlltt1y 1I/l() squllre yUd!l of cont:r.f. p.vlnll. IlllV&meM markings, InC! mll'Olitnoc"", 􀁉􀁭􀁾􀁲􀁯􀁶􀁬􀁭􀀮􀁮􀁴􀀮 necus,lIIry to 􀂢􀁾􀁭􀁴􀀾􀀬􀁥􀁴􀀮 'ht work. 9. 􀁆􀁾􀁲 In,ormal/on
on bh:ll:lJng (II' to &teurll bid docum.nt" Cl.1I 􀁥􀁬􀁹􀁾􀁨􀁬 Johnson U14) 450·7090. For In· formlilflOI'l Oil the WOrk to bl 􀁾􀁲􀁦􀁯􀀢􀁍􀀮􀁣􀀧􀁓􀀬 tlill JOhn e!lumllirtn.r, CIty 􀁾􀁨􀀢􀀧􀁮􀁴􀁯􀁲􀀬
(2W .SOoIll6. MN CPN \00 PUB: O6litl9l .. 011021112 Ii ,1* , IT tt • _........-. .. .. 􀁾 ." ...__.----......􀀧􀁾􀁾􀀭􀁾􀀮􀁾􀀮 􀁾􀁟.. '. --Ta.' ,0offJv B'RIJC£-􀀸􀁾􀀺􀀺 􀀱􀀵􀁊􀀯􀀻􀀯􀁾rAI􀁅􀁾􀁾􀀧􀀭􀂭
Gk/}UTflJ9P1
JUN 22 '92 11:39 TO 21493! 13 FRiJP1 T1JWN OF 8DD Ism' ADVERTISEMENT FOR 􀁂􀁉􀁾 T-320 P.02 0L. b 1. Sealed bids to the Town of Addison, Texas for Celestial Park Parking Improvements,
for the Town of Addison, Texas, 􀁨􀁥􀁲􀁥􀁾 inafter called "City" in accordance with plans, specifications and contract documents prepared by Espey, Huston & Associates, Inc., will be
received at the office of Clyde Johnson, purchasing Manager, Finance Building, 5350 Belt Line Road, Addison, Texas until 10:00 a.m. on the 13th day of July, 1992. Bids received by the
appointed time will be opened and read aloud. Any bids received after closing time will be returned unopened. 2. The Contractor shall identify hiB bid on the outside of the envelope
by writing the words TOWN OF AODISO. 􀁾􀁾􀀱􀀹 ----3. Bids shall be accompanied by a cashier's check or certified check upon a national or state bank in an amount not less than five percent
(5t) of the total maximum bid price payable without recourse to the Town of Addison, ot a bid bond in in the same amount from a reliable surety company licensed by the state of Texas
to act as a Surety, or a Binder of Insurance executed by a surety company licensed by the state of Texas to act as a surety or its authorized agent as a guarantee that the bidder will
enter into a contt3ct and execute a Performance Bond within ten (10) days after notice of award of contract to him. 4. Plans, specifications and bidding documents may be secured from
Clyde Johnson, Purchasing Manager, Finance Building, 5350 Belt Line Road, Addison, Texas. 5. The right is reserved by the Mayor and the City Council as the interest of the City may require
to reject any or all bids and to waive any informality in bids received. 6. The Bidder 􀀨􀁾􀁲􀁯􀁰􀁯􀁳􀁥􀁲􀀩 must supply all the information required by the Proposal Form. 7. A Performance
Bond, Labor and Material Payment 􀁂􀁯􀁮􀁾 and Maintenance Bond will be required by the Owner; each Bond shall be in the amount of 100% of the total contract amount. Bonds shall be issued
by a surety company licensed by the State of Texas to act as a Surety. 8. The project consists of approximately 200 square yards of concrete paving, pavement markings, and miscellaneous
improvements necessary to complete the work. 9. Fot information on bidding or to secure bid documents, call Clyde Johnson (214) 450-7090. For information on the work to be performed,
call John Baumgartner, City Engineer, (214) 450-2886.
FAST TRACK SCHEDULE FOR CELESTIAL PARK PARKING IMPROVEMENTS JUNE 18, 1992 TOWN ISSUES ENGINEER NOTICE TO PROCEED ENGINEER COMPLETES PLANS AND SPECIFICATIONS FIRST ADVERTISEMENT SECOND
ADVERTISEMENT OPEN BIDS COUNCIL AWARDS BID TOWN ISSUES NOTICE OF AWARD CONTRACTOR TURNS IN SIGNED CONTRACT, BONDS AND INSURANCE TOWN ISSUES CONTRACTOR NOTICE TO PROCEED SUBSTANTIAL COMPLETION
(Weather Permitting) STREET DEPARTMENT INSTALLS SIGNAGE JUNE 18 JUNE 25 JUNE 25 JULY 2 JULY 13 JULY 14 JULY 15 JULY 22 JULY 23 AUGUST 15 AUGUST 16
EXHIBIT A CELESTIAL PARK PARKING IMPROVEMENTS COST PROJECTION JUNE 16, 1992 SURVEYING $ 1,000.00 CONSTRUCTION DOCUMENTS AND BIDDING $ 3,400.00 CONSTRUCTION COSTS $10,500.00 CONSTRUCTION
ADMINISTRATION/INSPECTION STAFF CONTINGENCY $ 1,500.00 ESTIMATED PROJECT COST $16,400.00
ESPEY, HUSTON & ASSOCIATES, INC. Engineering & Environmental Consultants June 15, 1992 Mr. John Baumgartner City Engineer Town of Addison P.O. Box 144 Addison, TX 75001 EH&A Proposal
No. 92-0468 Re: Proposai for Engbeering an·j Surveyinr; 􀁓􀁾􀁲􀁶􀁩􀁣􀁣􀁳 Dear Mr. Baumgartner: Espey, Huston & Associates, Inc. (EH&A) is pleased to present a proposal to provide the
engineering design and surveying services required to installtif parking spaces on Celestial 􀁒􀁯􀁾􀁤 immediately west of Bellbrook Drive. +;.....G'-The following assumptions have been
made in preparing this proposal: 1. The parking spaces will be installed parallel to the existing roadway. 2. No utility relocations will be required other than possibly the irrigation
system. 3. No landscaping improvements are included. 4. A storm sewer inlet and relief line may be required behind the new curb. 5. One plan sheet only will be prepared for the proposed
improvements. EH&A proposes to complete this project in accordance with the fee schedule provided below: Proposed Fee Schedule Phase 1 Phase 2 Phase 3 Phase 4 Survey $1,000 (Fixed Fee)
Construction Plan and Bid Documents $2,900 (Fixed Fee) Bidding Services including $ 500 (Fixed Fee) Printing of Bid Documents Construction Observation $ 900 (Time and Materials) (based
on 3 visits at $300 per visit) Total Estimated Fee $5,300 13800 Montfort Drive· Suite 230 • Dallas, Texas 75240· (214) 387-0771 • FAX (214) 387-9714
,PEY, HUSTON & ASSOCIATES, INC Mr. John Baumgartner June 15, 1992 Page 2 A manhour breakdown in support of the proposed fee is provided in Exhibit A. The fee for Phase 4 is proposed
on a Time and Materials basis in accordance with 􀁅􀁈􀀦􀁾􀁳 standard rate schedule (see Exhibit B) as the level of 􀁅􀁈􀀦􀁾􀁳 involvement in this phase is uncertain at this time. The
estimated fee for this phase is provided for the Town of Addison's budgeting purposes. EH&A appreciates the opportunity to provide this proposal Pkase col1tact me if you need any additional
information. Sincerely, 􀁾Bruce R. Grantham, P.E. Assistant District Manager BRG:jkn Attachments
jPEY, HUSTON &ASSOCIATES, INC EXHIBIT A MANPOWER BREAKDOWN (Phase 1 and Phase 2) Project Project CADD Survey Survey Task Description Manager Engineer Technician Technician Crew Coordination
Meetings 2 Utility Coordination 1 2 Constructuction Plan and Details 2 8 30 Topographic Survey 8 8 Total Hours 5 10 Hourly Rate $ 500 75 55 50 75 Proposed Fee $ 500 750 1,650 400 600
Total Proposed Fee Phase 1 $2,900 Phase 2 $1,000 92-0468
.•:"'t. r 􀁾􀀢􀁉\III . ! '1III III ...•. on.. ' .. ' ··.·.fX··i.@'..·...c..•)..'.. • c • . . . '. GIl '{;...; :".<i 􀁴􀁬􀀢􀀺􀁾􀀺􀀧 􀁍􀁴􀁴􀁾􀁓􀀰 a1200 􀁾􀀧􀀺􀀱􀀱􀁢􀀰 19Mt!alT 􀁍􀁾􀁴􀁥􀁲􀁩􀁡􀁬􀀮􀁨􀁾􀁰�
�􀁥􀁤 􀁔􀁯􀁤􀁾􀁹 􀁇􀀮􀁒􀁏􀀤􀀸􀀮􀁾 􀁴􀁁􀁒􀁾􀁒 NET,· Tot-iR\l P.O. Nli:,.. ::, CUSTOME'l'lUOBN0:: •••... '.' 􀁾􀁹􀀾􀀮 ;,-,-,::, 􀂷􀁩􀂷􀂷􀀻􀁾􀂷􀂷􀀺􀀺􀁾􀂷􀀮􀁦􀀯􀁩􀀺􀀬􀀯􀀺􀁜􀂷􀀭􀁦􀀺􀀺􀁾 '.'
Acceptance of 􀁭􀁡􀁴􀁥􀁩􀁩􀁡􀁲􀀨􀁩􀁮􀀨􀁪􀁩􀁣􀁡􀁦􀁾􀁲􀀮􀁢􀁙􀂷􀁳􀁩􀁧􀁮􀁡􀁴􀁴􀀮􀁬􀁲􀁥􀁴􀁩􀁥􀁬􀁯􀁷􀁬􀁲􀁥􀁬􀁥􀁡􀁓􀁥􀁳􀁔􀁥􀁸􀁾􀁬􀁮􀁤􀁵􀁳􀁴􀁤􀁥􀁳􀀬􀁬􀁮􀁣􀀺􀀻􀀧􀁡􀁬􀀧􀁪􀁰􀁬􀁤􀁲􀀮􀁩'􀁴d􀁳ivisions
and 􀁳􀁵􀁴􀁩􀁾􀁩􀁤􀁩􀁡􀁲􀁩􀁥􀁳 from' anY, 'and 􀁡􀁬􀁬􀀻􀁬􀁩􀁡􀁢􀁩􀁬􀁩􀁴􀁙􀀻􀁃􀀱􀁡􀁭􀁡􀁧􀂢􀁩􀁬􀁯􀁳􀁓􀀺􀀧􀁣􀀬􀁬􀁡􀁩􀁭􀁾􀀺􀀺􀀧􀁡􀁾􀁡􀁮􀁪􀁪􀁳 and . actions of any nature' whatsoever. f(jr
use of these materials. ([Materials tejnclude all materials supplied by Texaslndustries,Jnc.] [See specific disclaimers and warnings.on-the reverse, . side'here ef.)).;\·;··t·· .., :......
.,.. ..;', '., "''r.o:' '.<". . .' '. /. .. .':,......,0...:, .. Customer and/or;car[ier(net to 􀁩􀁮􀂢􀁬􀁵􀁤􀁥􀁔􀁥􀁸􀁡􀁳􀁬􀁮􀁤􀁵􀁳􀁴􀁲􀁩􀁥􀁳􀀬􀁊􀁮􀁣􀁾􀀬 o;;Vned. andoperatep. vehitlles),
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and clothing, Wash thoroughly after handling. FLAMMABILITY ,..0 􀀬􀀺􀀢􀀮􀀨􀁜􀁾􀀮􀁾􀁰􀁯􀁳􀁵􀁲􀀣􀀬􀀮 ;may. re,sult in ir.ritation Of the REACTIVITY . ", "'1: ' 􀀬􀀧􀁳􀁾􀁩􀁮􀀧􀀬􀀧 􀀧􀁯􀁲􀁖􀁾􀁥􀁹􀁥􀁳
from alkali. in Portland cement.' 􀁐􀁾􀀧􀁒􀁓􀁏􀁎􀁁􀁌 PROTECTION X" )r,'" i ",Y' ,.J!􀀮􀁾􀀧 '..,' ' " , 􀁾􀁾􀀬 y 􀀢􀁾 􀀼􀁻􀁾􀁾􀁩􀁩􀀬 THIS MATERIAL IS DELIVERE'D AND 􀁃􀀨􀁉􀁎􀁖􀁅􀁙􀁅􀁾
TO CUSTOMER 􀀢􀁓􀁕􀁂􀁊􀁅􀁃􀁔􀁾􀀧􀁏 THE TERMS AND CONDITIONS, LIstED. ON THE REVERSE SIDE OF TH,E;REA:f>¥ MIX'CONCRETE 􀁑􀁕􀁏􀁔􀁁􀁔􀁉􀁃􀁬􀁎􀀬􀀧􀀻􀀢􀁁􀁎􀁄􀀧􀁓􀁁􀁌􀁅􀁓􀀺􀁾􀁩􀁇􀁒􀁅􀁅􀁍􀁅􀁎􀁦􀀼􀁾􀁏􀁆􀀺􀀧�
�􀁅􀁘􀁁􀁓 INDUSTRIES\ INC, IN EFFECT ON THE DATE HEREOF.,t,,: CONCRETE TO. BE DELIVERED TO NEAREST ACCESSIBLE, POINT OVER" PASSABLE ROAD, UNDER TRUCKS OWN POWER, FREE UNLOADING TIME
OF ,30 MINUTES PER TRUCK TO BE; COMPUTED FROM TIME OF DELIVERY TO •ABOVE DESCRIBED POINT., DEMURRAGE AT $40,00 PER 􀁈􀁏􀁕􀁒􀀬􀁍􀁕􀁓􀁔􀀧􀁾􀁂􀁅􀀬􀁐􀁁􀁉􀁄 􀁟􀀧􀀻􀁾􀁂􀁙 􀁔􀁈􀁾􀁃􀁏􀁎􀁓􀁉􀁾􀁾􀁉􀁾􀁟􀀧􀀺􀀻􀀺
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BE ALLQWED. UNLESS MADE Al.IHE IIME OF DELIVERY, AS NOTED' BELOW, ' ---.. , • bUR TRUCKS NOT PERMITTED TO GO 􀁂􀁅􀀮􀁙􀁑􀁎􀁐􀁃􀁖􀁒􀁂􀁌􀁉􀁎􀁅􀀧􀁅􀁘􀀺􀁑􀁅􀁐􀀮􀁔􀁾􀁅􀁙􀀮􀁰􀁾􀀬􀁾 " , ",'10WNER'SAUTHGRIZAT
IONANDRISK AS 􀁉􀁾􀁄􀁉􀁃􀁁􀁔􀁅􀁄􀀾􀀬 􀁾􀁙􀁓􀁉􀁇􀁎􀁁􀁔􀁕􀀬􀁂􀀬􀁦􀀻􀀮􀀢􀀶􀀮􀀥􀁂􀀰􀀺􀁗􀀭􀀺􀀻􀀬􀀬􀂷!' .. 􀀬􀀢􀀧􀁾 ; 1.\ 􀀭􀀢􀀭􀀭􀀭􀁾􀀭􀀭􀀧􀀭 --,.. --"':"' ..:_"---". -" 􀀮􀀭􀀧􀁾􀀻􀀮􀀩 􀀮􀀺􀀮􀁾􀀧
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WATER ADDED TO THIS GONGRETE'WILL I 􀁾􀁾􀁏􀁾􀁰􀁾􀁾􀀺􀀻􀁾􀁾􀁗􀁴􀁅􀁾􀁾􀀺􀁾􀁓􀁾􀁾􀁙􀁣􀁾􀁾􀁩􀀦􀁾􀁾􀁾􀁾􀁩􀁏􀁾􀁻􀁾􀁾􀁃􀁅􀁓􀁓 I 'I DRIVERSIGNATURE . . . ....' '.. '" (; =􀀭􀀭􀀻􀀻􀀻􀀫􀀮􀀻􀀻􀀺􀀺􀀻􀀻􀀻􀀻􀀻􀀻􀀻
􀀻􀀻􀀻􀀻􀀻􀀽􀀽􀀭􀁾􀂷􀀮􀂷􀂷􀂷􀁾􀁘􀁾􀁁􀁾􀁌􀀡􀀺􀀺􀁆􀁾􀁒􀁾􀁅􀁾􀁄􀁾􀂷 􀀧􀀽􀁒􀁾􀁅􀁾􀀧􀁁􀁾􀁄􀁾􀁏􀁾􀁕􀁾􀀮􀀧􀂷􀁘􀁾􀀺􀀺􀀺􀀬􀀧􀀺􀂷.;:"􀀺􀀺􀀺􀀺􀀺􀀽􀀺􀀺􀀺􀀺􀀶􀁴􀁾􀁾􀁾􀀣􀀺􀀺􀀺􀀺􀀻􀀺􀀺􀀺􀀽􀀽􀀽􀀽 j'
":1 􀁍􀀬􀁉􀀻􀀺􀀺􀀺􀁾􀁉􀀻􀁔􀁾􀀻 ADMKIAEA 4.0 􀀮􀁐􀀮􀁁􀁖􀁾􀁎􀁴􀀳 . t 􀁾􀀢􀁔􀁅 '. '.. .' " ..' I 􀀲􀀱􀁾􀁬􀁜􀁵􀁧􀀭􀀹􀀲􀁩!r 􀀶􀀺􀀭􀀽􀁾􀁾􀀽􀀽􀀺􀀺􀀺􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀧􀀭􀀬􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀺􀀭􀀭􀁾􀀭􀀧
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁬􀀮􀀮􀀮􀀻􀀮􀀮􀀮􀀭􀀭􀀭􀀢􀀧􀀭􀀭􀀺􀀧􀀭􀀭􀀧􀀭􀀭􀀭􀀧􀀭􀀮􀀮􀁌􀀮􀀮􀀭􀀮􀀮􀀬􀀮􀀻􀀮􀁾􀁾􀁾􀁾􀁾􀁾􀂷􀁬rj "I 11 I . ',ji Irl 1'1 t---......,...---'---".-,--'---'---'---'---'---'-......,.......
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,CONTAINS .' PORi'-LAND . t SEE WARt\lINGON REVERSE SIDE. oX '. .. '.' . . "0 ' ••••'..... ..'. • ." •. ' •••.• ,.... ,. ." I t 􀁾􀀮􀀩􀁜 "\)'6."')....,.. . INTERNAL CONTROL NO;:';:.'
DELIVERY OF .THESE 􀁁􀁔􀁅􀁒􀀧􀁁􀁌􀀩􀁾􀁾􀁖􀁉􀁈􀁅􀁣􀀺􀀺􀁔􀁩􀁔􀁏 THE 􀁔􀁅􀀺􀁒􀁍􀁓􀁁􀁾􀁾􀀬􀁃􀁏􀁾􀁾􀁉􀀡􀁉􀀨􀀩􀁾􀁾􀁊 L􀁟􀁾􀁾􀁾􀁾􀁾􀁟..􀁾􀁄􀁏 NOT,!,!!=:F'EREN?i..2.> .' ,_, 􀁟􀁏􀁾􀁈􀁾􀁅􀁖􀁅􀁒􀁓􀁅SI,DE
􀁈􀁅􀁒􀁅􀁾􀁆􀁁􀁾􀁯􀁾􀁐􀀿􀀺􀁐􀁉􀀻􀁾􀁾􀁾 􀁁􀁂􀁾􀁹􀀬􀁅􀂷􀁾􀁾􀁾􀁾􀁾􀁾􀁬
)" '/'1,,,( 􀀬􀀧􀀮􀀧􀁾􀁾􀀢􀀬 ' \i V .,.,',>/..,, /􀁾􀀧􀁩􀀼􀁾 ". 􀁾􀀭􀀩 .' /\r.,') o TEXAS INDUSTRIES, INC . 􀁾􀀮 <.I .' ,.:a. . ", THIS MATERIAL IS DELIVERED AND CONVEYED TO CUSTOMER
SUSJ,ECT,rO THE TERMS AND CONDITIONS LISTED ON 􀁔􀁈􀁅􀁒􀁾􀁖􀁅􀁂􀁓􀁅 SIDE OF THEREAQ.Y, MIX CONCRETE' QUOTATION AND"SALES AGREEMENlOF TEXAS INDUSTRIES, INC. IN EFFECT ON THE DATE HEREOF.
i'· i CONCRETE TO ,Bf DELIVERED TO NEAREST ACCESSIBLE POINT OVER PASSABLE ROAD UNDER TRUCKS OWN POWER. FREE UNLOADING TIME OF 30 MINUTES PER TRUCK TO BE COMPUTED FROM TIME OF DELIVERY
TO ABOVE DESCRIBED 􀁐􀁏􀁉􀁎􀁔􀁾􀁄􀁅􀁍􀁕􀁒􀁒􀁁􀁇􀁅􀁁􀁔 $40.00 PER 'HOUR MUST BE PAID BY THE CDNSIGNEE TRANSFER.,:' ..... ····..Ir 􀁾􀀮􀀧 -",.,.,.':;'. ' i , 'I,,·J OUR TRUCKS NOT PERMITTED
,TO GO "BEYOND CU.RB LINE. EX.CEPT UPON, .. OWNER'S A1JTHORIZATIOW AND 􀁒􀁉􀁓􀁋􀁾􀁁􀁓 􀁊􀁎􀁏􀁉􀁃􀁁􀁔􀁾􀁄􀀬 􀁂􀁙􀁾􀁊􀁇􀁎􀁁􀁔􀁾􀁉􀀳􀁅 BELOW. '.oJ· ..􀁾 ., I 􀀧􀀱􀀧􀁾􀀢􀀡 l __􀁾 􀁌􀁾 ,
CONCRETE READY·MIX WARNINGI CAUSES IRRITATION -2 Avoid contact with eyes, skin, and HEALTH clothing, Wash' thoroughly after handling. Fl:AMMABIUTY " -', . 0, E,xposiJre ..may result.
in Jrritation of the REACTIVITY 1 ' . . ,', 'skin"fi 'eyes from alkali in Porllar:d PERSONAL PROTECTION X ceme ,I. " '.'.. ." . ... -","""',' ;"1. ANY CLAIMS 'OF SHORTAGE WILL NOT BE
,ALLOWED UNLESS 􀁍􀀸􀀮􀁄􀁟􀁾􀀮􀁁􀁔 THE., TIME OF, DELIVERY, AS NOTED BELOW. " 1_; ,.' 􀀮􀁾􀀬 SIGNATU RE: 􀁾􀁾_ 􀁟􀁟􀀧􀁟􀁟􀀧􀁟􀁾􀁟􀀮􀀮􀀬􀀮􀀮􀀮􀀮􀁟􀀭􀁟􀁟􀁟􀁟􀀻􀁟􀀮􀀮􀀢􀀮􀀮􀀮􀀮􀀮􀀻􀀮􀀮􀀮􀀮􀀻􀁾􀀭􀀭􀀭􀀭􀀧
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214-647 c 6760 214.-647-3.8 52 . 214-647-6700 . '.\iJ.'..''.i(.'􀀧. 􀁾'.'􀀧..' &. , ,"." ." > -.... '. ," "'-,' INTERNALCONJROL' . . .DO NOT USE AS A '. . ,·,;j..·REFERENCENO.. .,,'
􀂷􀁾􀁾􀀯􀀬􀁬􀀢􀀢􀁾 :' 􀀺􀀮􀁾􀀺􀀧 '.. 􀀬􀁾􀀺􀀺􀀬􀀮􀀭􀀧􀁾 LEAVE JO:B SITE. SALES 􀁁􀁓􀁃􀁏􀁾􀁎􀁊􀁩􀁌􀁎􀁜􀀱􀀬􀀡􀀢 , 􀁾􀀱 CONCRETE DISPATCH.FT. WORTH 214-647-nSO . <;. DALLAS 214-647-3.745
FINISH POUR ADOITIONAL. WATER··ADDED',TO THIS CONCRETE WILL GAL. REDUCE.ITS STRENGTH. 􀁁􀁎􀁙􀀱􀁾􀁗􀁁􀁔􀁅􀁒􀁁􀁄􀁄􀁅􀁄􀁬􀁎􀁅􀁘􀁃􀁅􀁓􀁓 OF SPECIFIEDS[UMP IS A1PUSTOMER'5RISI<. . BEGIN POUR
to'. .' '-.: 1" FREEWAY READYMIX 􀀧􀁃􀁏􀁎􀁃􀁒􀁅􀁔􀁅􀁛􀀩􀁩􀁓􀁐􀁁􀁔􀁾􀁈􀁍􀁅􀁔􀁒􀁏 Ii\ ARRIVE JOB SITE . . : .' . TEXAS.INDUSTRIES; ·INC. TO JOB ATER ADD!=D ON JOB AT CUSTOMER'S REQUEST
., /ff ATER ADDED TO THISJ.OAD BY AUTH0RITY, OF _....,...-....,...-_ . -. . -. PRESTON 􀁳􀀺􀁾􀁩􀁽􀁾􀁾􀁾􀁾􀁊􀀻􀀻􀀻􀀬 tr􀁾 ,. !r􀁾 f' , [. . I . t,
..iI!'. rI(. Ii"--. II ;. l'r '. I " 1I -l.l 􀀭􀁏􀀭􀁾􀂷􀂷􀀺􀀧􀀮􀂷􀀧 ./􀁾􀀮 '. :oJ I, /"" '/, I . /-------. --..-------,-._ ..--------_.-..:._-....􀁟􀁾􀁟􀀮􀀭....-...--,-􀁾 .: -.., ,:
( .. CONCRETE READY·MIX WARNINGI CAUSES IRRITATION -HEALTH 2 Avoid contact with eyes, skin, and clothing. Wash thoroughly after handling. . 􀁆􀁌􀁾􀁍􀁍􀁾􀁂􀁉􀁌􀁬􀁔􀁙 􀁾 .. U .Exposure
.:may result· .in irritation .. ·of .the. '. REACTIVITY l' skiri'; or eyes. from .alkali in Portland , cement 1 􀁐􀁅􀁒􀁓􀁏􀁎􀀬􀀬􀁜􀁾 PROTECTION ..x ';.,;' ...... .,'. ,.,,;:;, ' .. .;'
􀀻􀀮􀁾 􀁾􀀭􀁾 '/" . '" . -.. . :.... ", ANY,CLAl.MS OF SHORTAGE WILL NOT BE ALLOWED . UNLESS ,MADE AT. THE TIME OF DELIVERY, AS NOTED BELOW; . . " SIGNATURE: -----'__----'-_-----'__-----'__􀀭􀀭􀀭􀀭􀀭
􀀧􀁾􀀭􀀭􀀭􀀭􀀭􀀧􀁟􀀧􀁟􀁟􀀧􀁟􀁟􀀧􀁟􀁟__ rJ.·.·.. 􀀬􀁾 TEXAS INDUSTRIES, INC. ',.. " " c.. '" " THIS MATERIAL IS DELIVERED AND CONVEYED TO CUSTOMER SUBJECT '\TO . THE TERMS AND CONDITIONS
LISTED ON THE REVERSE SIDE OF THE READY MIX CONCRETE QUOTATION .AND'sAus'AGREEMEN10} TEXAS INDUSTRIE'S';INC. IN EFFECT ON THE DATE HEREOF. OUR TRUCKS NOT PERMITTED TO GO BEYOND CURB
LINE ,EXCEPT UPON OWNER'S AUTHORIZATION MID 'RISK 'AS JNDI·cATED: BYS,l,GNATURE' BEWW.. 'TIME:--'-"--'--'-.:.:..-.:-'----""--'------'-"--'------'----...... SIGNAIURE: _''_'--'--'-''--'----'--'-------
"''__'__'____-----'----'----'-'-'''''-'---''----'-'_:'_.__" _.:. CONCRETE TO BE DELIVERED TO NEAREST ACCESSIBLE POI NT OVER' PASSABLE ROAD UN'DER TRUCKS OWN POWER. FREE UNLOADING TIME
OF 30 MINUTES PER TRUCK TO BE COMPUTED FROM TIME OF DELIVERY TO 􀁁􀁂􀁏􀁖􀁅􀁄􀁅􀁓􀁃􀁒􀁉􀀭􀁂􀁅􀁄􀁐􀁏􀁉􀁎􀁔􀁾􀁄􀁅􀁍 URRAGEAT$40.00 PER HOUR MUST ,.BE PAID . BY THE CONSIGNEE TRANSFER. ,;"..
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ARRIVE PLANT 214-64-7-3852 214-647-8700 􀀲􀀱􀀴􀁾􀀶􀀴􀀷􀀭􀀶􀀷􀀶􀀰 . '.;'-􀁜􀁩􀀮􀀮􀀭􀀮"􀁾􀁾:»􀁾..􀁾''􀀧Q\􀁾"7􀀢i􀁖..􀁜f'􀁕li􀁜:', . INTIiI'lNALCONTROL .'.. ·,.QO 􀁾􀁏􀁔 USE AS A , ...
,····"flEFERENCE NO. 7524'7 .. ,LEAVE JOB. SITE CONCRETE DISPATCH FT. WORTH 214-.647-3750 . DALLAS 214-647-3745 CONCRETE DISPATCH METRCl SALES '''ACCOUNTING FINISH POUR ADDITIONAL WATER
ADDED TO THIS CONCRETE WILL REDUCE ITS STRENGTH; ANY WATER ADDED INEXCESS . OF SPECIFIED SLUMP IS AT GUSTOMER'SHISK. I.DRIVER SIGNATURE ...• • ,••...... X LESTER 'CHAMPION.;. MINIMUM
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N'O, 􀁾􀀬 DE \__􀁾􀁾􀁾􀀮􀁇􀀮,_􀀮,Jg9 􀁎􀀰􀁔􀁊􀀮􀁩􀀡􀀧􀁅􀁆􀁾􀁐􀁅􀀭-_􀀲􀁓􀀮􀁾􀀺􀀧 _􀁾􀀭􀀴􀀡􀀬 , ISPECIAL DELiVERY,INSTRUCTIONS ,,' "PRE;5TON SO.' ' BELTLINE r􀁾􀀺 ',', t
'.' .", 􀁾􀁾􀀧􀀺􀁾􀁾 I ",',.>', 􀁾􀀬􀀧􀀺􀀧 ,.,; I , ..􀁽􀁾􀀢 ' .:·:'1' ,',' ! o () 􀁬􀁾 TEXAS INDUSTRIES, INC. 􀁾 . 􀁾􀀭 􀁾 "..,,' . .;" 􀀮􀁾􀁜􀁾 . THIS MATERIAL IS DELIVERED AND CONVEYED
TO CUSTOMER SUBSECTTQ THE TERMS AND CONDITIONS LISTED ON THE REVERSE SIDE OF THt';;;HEADv MIXCONCRHE QUOTATIQN ',Arq'D SALES.:.AGREEMENTOF,TEXAS INDUSTRIES, t INC. IN EFFECT ON THE DATE
HEREOF. CONCRETE TO BE "DELIVERED TO NEAREST ACCESSIBLE POINT OVER PASSABLE ROAD UNDER TRUCKS OWN POWER. FREE UNLOADING TIME OF 30 MINUTES PER TRUCK TO BE COMPUTED FROM TIME OF DELIVERY
TO ABOVEDESCRIBEB POINT. DEMURRAGE AT $40.00 PER (HOUR MUST BE PAID By'TH5 CON 51 GN EE,TRANSFER.'"1.." .TIME:----'-----'----'-----'-----'----'-----'-----'-----'-_ SrGNATU RE: ----'-----'-""--------'
-__--'-'---:.i__􀀭􀀭􀀭􀀭􀀺􀀮􀀮􀀮􀀮􀀺􀀺􀀮􀀭􀀭􀀭􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀁟􀀭􀀭􀀭􀀭􀀧􀀭􀁟􀁾􀀮􀁟.􀀮.􀀬•.._.__..:.... ,,"' I. I 􀀮􀁾 , 􀀮􀁾 : (:;:... ''"-: I " . 1 OUR TRUCKS NOT
PERMITTED TO GO. BEYOND CURB LINE EXCEPT . UPON 􀁏􀁗􀁾􀁉􀁅􀁒􀀧􀁓􀂷􀂷􀁁􀁕􀁔􀁈􀁏􀁒􀁒􀁉􀁚􀁁􀁔􀁉􀁏􀁎􀁍􀁉􀁄􀂷􀂷􀁈􀁉􀁓􀁋 AS 􀁉􀁎􀁄􀁉􀀺􀁃􀁁􀁔􀁅􀁄􀁤􀀳􀁙􀁾􀁉􀁇􀁎􀁁􀁔􀁕􀁒􀁅􀁂􀁅􀁴􀁏􀁗􀀮􀂷 > , ,".
-----'---------------,----------"------'----'----'e...........;-_-----'-,;."",.."" .'," SIGNATU RE : ----' 􀁾􀁟􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀁟􀀭􀀭􀀭􀀭􀀧􀀭􀁟􀀮􀀮􀀬􀀬􀁟􀁟􀁟􀁟􀀭􀀭􀀻􀀭􀀻􀀭􀀧􀀢􀀭􀀭􀀺􀀭􀀺􀀭􀀢􀀭􀀭
􀀭􀀭􀀺􀀭 ANY; CLAIMS OF SH-ORIAGE.WILLNOT BE .. ALLOWED. L1.NLESS.MADEAT THE I TIME OF DELIVERY, AS NOTED BELOW. II CONCRETE REAOY·MIX --e-----',._" ._"." 􀁾􀀭__. , 􀁾􀀮􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀁟􀀮
• • 􀀮􀀮􀀮􀀮􀀭􀁾􀀭􀀾􀁊􀀭􀀮 __ 􀁾􀁟􀀧 •• f 􀁾􀁟􀀬􀀭􀀬 " ,J ,<,'_';.,>, '..j.!-. , ""'.-!􀁾 j' 1. .. 􀀬􀀬􀀭􀀬􀁟􀀬􀀬􀁟􀁾􀁾 __ '..􀁟􀀮􀁾􀀮􀁾􀁾􀁜􀀮􀁾 􀁟􀁾􀀧􀀮􀁾􀀮􀀺􀁧􀀡􀀬􀀯􀀾􀁟􀀯􀀮􀁬􀀬􀀮􀀡􀁾􀀭􀀮􀁊􀀧
(State of Incorporation) By __􀀭􀀧􀁊􀀮􀀷􀀤􀀻􀁾􀁌􀀮􀀲􀁻􀁩􀁌􀀩􀀽􀀭􀀭􀀭􀀮􀀺􀁶􀀯􀁾􀀭􀁾􀀴􀁾􀁉􀁊􀀬􀀺􀀮􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀁄􀀽􀁾􀀽􀀯􀀲􀀮􀁾􀀤􀁯􀁤􀁾 _ (Name of Person Authorized to Sign) 􀁫􀀦􀁴􀁉􀁾􀁾
􀁍􀁾/J8!1!(2 (Title) (Corporate Seal) Attest --.J)A 4.4 􀁾 J.. cid'---_ 􀁾 (Secretary) Business address: /I :3 i? Ii1If i IJ /5 AI/?? 131&4 1M4£' 7?q.C)-.:z Phone No. @JI-I) 'it/i -!3.22
5" A Joint Venture By _ (Name) (Address) By _ (Name) (Address) (Each joint venturer must sign. The manner of signing for each individual, partnership and corporation that is a party
to the joint venture should be in the manner indicated above.) 920279 PF-7
111111􀁾jJJ1I111]]-J1 PROJECf MANUAL FOR CELESTIAL PARK. PARKING IMPROVEMENTS FOR TOWN OF ADDISON. TEXAS ESPEY, HUSTON & ASSOCIATES, INC. Engineering & Environmental Consultants
ESPEY, HUSTON & ASSOCIATES, INC. Engineering & Environmental Consultants· Document No. 920279 EH&A Job No. 14187 PROJEcr MANUAL FOR CELESTIAL PARK PAJUaNGIMPROVEMENTS FOR TOWN OF ADDISON.
TEXAS Prepared for: Town of Addison P. O. Box 144 Addison, Texas 75001 Prepared by: Espey. Huston & Associated, Inc. 13800 Montfort. Suite 230 Dallas, Texas 75240 June 1992 13800 Montfort
Drive -Suite 230 -Dallas, Texas 75240 -(214) 387-0771 -FAX (214) 􀀳􀀸􀀷􀁾􀀹􀀷􀀱􀀴
I i· L Section AD Section m Section PF Section CA Section PrB Section PyB Section MB Section BP Section OP Section SP Section T Section C1'B 920279 TABLE OF CONTENTS Advertisement forBids
Instructions to Bidders Proposal Form Contract Agreement Performance Bond Payment Bond Maintenance Bond Contractor's Affidavit of Bills Paid General Provisions Standard Specifications
for Public Works Construction, North Central Texas (separate document not furnished) Special Provisions Technical Specifications Cement Treated Base ii
I, r· \ , ! ' l 920279 SECI10N AS' ADVERTISEMENT FOR BIDS AB-I
,II, SECTION AB ADVERTISEMENT FOR BIDS 1. Sealed bids addressed to the Town of Addison, Texas for Celestial Park Parking Improvements, for the Town of Addison, Texas, hereinafter called
"Oty" in accordance with plans, specifications and contract documents prepared by Espey, Huston & Associates, Inc., will be received at the office of Qyde Johnson, Purchasing Manager,
Finance Building, 5350 Belt Une Road, Addison, Texas until 10:00 a.m. on the 13th day of July, 1992. Bids received by the appointed time will be opened and read aloud. Any bids received
after closing time will be returned unopened. The Contractor shall identify his bid on the outside of the envelope by writing the words TOWN OF ADDISON CELESTIAL PARK PARKING IMPROVEMENTS.
Bids shall be accompanied by a cashier's check or certified check upon a national or state bank in an amount not less than five percent (5%) of the total maximum bid price payable without
recourse to the Town of Addison, or a bid bond in the same amount from a reliable surety company licensed by the State of Texas to act as a Surety, or a Binder of Insurance executed
by a surety company licensed by the State of Texas to act as a surety or its authorized agent as a guarantee that-the bidder will enter into a contract and execute a Pedormance Bond
within ten (10) days after notice of award of contract to biin. I 2. 3. l 4. Plans, specifications and bidding documents may be secured from Qyde Johnson, Purchasing Manager, Finance
Building, 5350 Belt Une Road, Addison, Texas. 5. The right is reserved by the Mayor and the Oty Council as the interest of the City may require to reject any or all bids and to waive
any informality in bids received. I· I 6. The Bidder (Proposer) must supply all the information required by the Proposal Form. 7. A Performance Bond, Labor and Material Payment Bond,
and Maintenance Bond will be required by the Owner; each Bond shall be in the amount of 100% of the total contract amount. Bonds shall be issued by a surety company licensed by the State
of Texas to act as a Surety. 8. The project consists of approximately 200 square yards of concrete paving, pavement markings, and miscellaneous improvements necessary to complete the
work. 9. For information on bidding or to secure bid documents, call Qyde Johnson (214) 450-7090. For information on the work to be pedormed, call John Baumgartner, City Engineer, (214)
450-2886. TOWN OF ADDISON, TEXAS 920279 AB-2
(\ {uI 920279 SECI10Nm INSTRUCI10NS TO BIDDERS IB-l
SEcrION IB INSTRUcrIONS TO BIDDERS Celestial Park Parking Improvements in the Town of Addison. This project consistS of providing paving and sidewalk improvements as shown on the plans
and in accordance with the specifications. Proposals must be in accordance with these instructions in order to receive consideration. . 1 D. E. DOCUMENTS: Documents include the Bidding
Requirements, General Provisions, Special Provisions, Technical Specifications, Drawings plus Addenda which may be issued by the Consultant during the bidding period. Bidding Documents
may be viewed and/or obtained under the terms and conditions set forth in the Advertisement for Bids, Section AB of this Project Manual. EXAMINATION OF DOCUMENTS AND SITE: Bidders shall
carefully examine the Bidding Documents and the construction site to obtain first-hand knowledge of the scope and the conditions of the Work. Each Contractor, Subcontractor and Sub-subcontractor,
by submitting a proposal to perform any portion ofthe Work, represents and warrants that he has examined the Drawings, Specifications (Project Manual) and the site of the Work, and from
his own investigation·has satisfied himself as to the scope, accessibility, nature and location of the Work; the character.of the equipment and other facilities needed for the performance
of the Work; the character and extent of other work to be performed; the local conditions; labor availability, practices and jurisdictions and other circumstances that may affect the
performance of the Work. No additional compensation will be allowed by the Owner for the failure of such Contractor, Subcontractor or Sub-subcontractor to inform himself as to conditions
affecting the Work. \ { , F. INTERPRETATION OF DOCUMENTS: If any person contemplating submitting a bid for the proposed Contract is in doubt as to the meaning of any part of the Drawings,
Specifications (Project Manual) or other proposed Contract Documents, he may submit to the Consultant, not later than seven (7) calendar days prior to the date set for opening bids,
a written request for an interpretation or clarification. Bidders should act promptly and allow sufficient time for a reply to reach them before preparing their bids. Any interpretation
or clarification will be in the form of an Addendum duly issued. No alleged verbal interpretation or ruling will be held binding upon the Owner. 920279 IB-2
I\l\\ G. SUBSTITUTIONS: Conditions governing the submission of substitutions for specific materials, products, equipment and processes are in the Special Provisions. Requests for substitutions
must be received by the Consultant seven (7) calendar days prior to the established bid date. . H. ADDENDA: Interpretations, clarifications, additions, deletions and modifications to
the Documents during the bidding period will be issued in the form of Addenda and a copy of such Addenda will be mailed or delivered to each person who has been issued a set of the Bidding
Documents. Addenda will be a part of the Bidding Documents and the Contract Documents, and. receipt of them shall be acknowledged in the Bid Form. All such interpretations and supplemental
instructions will be in the form ofwritten addenda to the contract documents which, if issued. will be sent by telegram, certified or registered mail, or hand delivered to all prospective
bidders (at the respective addresses furnished for such purposes) not later than than three (3) calendar days prior to the date fixed for the opening of bids. If any bidder fails to
acknowledge the receipt of such addenda in the space provided iii the bid form. his bid will nevertheless be construed as though the receipt of such addenda had been acknowledged I.
COMPLETION TIME: A reasonable completion time has been established by the Owner and is indicated· in the Proposal Form. ( .1\ . rI \ \ J. PREPARATION OF BIDS: Prices quoted shall include
all items of cost, expense, taxes, fees and charges incurred. or arising out of, the performance of the work to be performed under the Contract. Bids shall be submitted in duplicate
and shall be signed in ink. Any bid on other than the required form will be considered informal and may be rejected Erasures or other changes in a bid must be explained or noted over
the initials of the bidder. Bids containing any conditions, omissions, unexplained erasures and alterations, or irregularities of any kind may be rejected as informal. The prices should
be expressed in words and figures or they may be deemed informal and may be rejected In case of discrepancy between the prices written in the bid and those given in the figures, the
price in writing will be considered as the bid Failure to submit all requested information will make a bid irregular and subject to rejection. Bids shall be signed with name typed or
printed below signature, and. if a partnership, give full name ofall partners. Where bidder is a corporation, bids must be signed with the legal name of the corporation followed by the
name of the state of incorporation and the legal signature of an pfficer authorized to bind the corporation to a contract. K. SUBMI1TAL OF BIDS: Sealed proposals will be received at
the time, date and place stated in the Advertisement for Bids. Proposals shall be made on unaltered Proposal Forms furnished by the Consultant. Submit proposal in an opaque, sealed envelope
addressed to the Owner and plainly mark on the outside ofthe envelope the project name, and the name and address of the bidder. The Bid Bond must be completed and signed by each bidder
and submitted with the bid Submit Bids by mail or in person prior to the time for receiving bids set forth in the Advertisement for Bids issued by the City. i· \ . 920279 1B-3
II L. MODIFICATION AND WITHDRAWAL OF BIDS: Prior to the time set for bid opening, bids 􀁭􀁾􀁹 be withdrawn or modified Bids may be modified only on the official bid form and must be
signed by a person legally empowered to bind the bidder. No bidder shall modify, withdraw or cancel his bid or any part thereof for thirty (30) calendar days after the time agreed upon
for the receipt of bids. M. DISQUALIFICATION: The Owner reserves the right to disqualify proposals, before or after the opening, upon evidence of collusion with intent to defraud or
other illegal practices relating to this proposal upon the part of the bidder. N. SUBMISSION OF POST-BID INFORMATION: Upon notification of acceptance, the selected bidder shall, within
five (5) calendar days, submit the· following: 1. A designation of the portions of the Work proposed to be performed by the bidder with his own force. 2. A list of names of the subcontractors
or other persons or organizations, including those who are to furnish materials and equipment fabricated to a special design proposed for such portions of the Work as may be designated
in the Bidding Documents or as may be 􀁲􀁾􀁱􀁵􀁥􀁳􀁴􀁥􀁤 by the Consultant. The bidder will be required to establish to the satisfaction of the Owner and the Consultant the reliability
and responsibility of the proposed Subcontractors and suppliers to furnish and perform the Work. O. AWARD: The Owner reserves the right to accept any or to reject any bids without compensation
to bidders and to waive irregularities and informalities. The Consultant, in making his recommendation, will consider the following elements: . 1. Whether the bidder is a contractor
with experience in the type of work involved 2. Whether the bidder has adequate plant, equipment and personnel to perform the work properly and expeditiously. 3. Whether the bidder has
a suitable financial status and reputation for meeting obligations incident to work of the kind specified P. EXECUTION OF THE CONTRACT: The successful bidder will be required to enter
into a contract with the Owner within ten (10) calendar days of notice by the Owner that his bid has been accepted Failure to enter into contract within the established time limit without
proper justification shall be considered grounds for forfeiture of the bid bond 920279 IB-4
Il!I,.. CONSTRucnON SCHEDULE: It is the Owner's desire to have the project completed and operational-in as short a time as possible. The number of calendar days for completion of the
project will begin with the date specified in the Notice to Proceed. The Notice to Proceed will be issued in a manner to facilitate a smooth construction of the project. In no instance
shall the number of calendar days for completion of the work measured from the proposed date of beginning exceed 24 calendar days. UQUIDATED DAMAGES: The time of completion is the essence
of this contract. For each calendar day that any work shall remain uncompleted after the time specified in the proposal and the contract, or the increased time granted by the Owner,
or as equitably increased by additional work or materials ordered after the contract is signed, the sum per day given in the following schedule shall be deducted from the monies due
the Contractor: $100 per Calendar Day The sum of money thus deducted for such delay, failure or non-rompletion is not to be considered as a penalty, but shall be deemed, taken and treated
as reasonable liquidated damages, per calendar day that the Contractor shall be in default after the time stipulated in the contract for completing the work. The said amounts are fixed
and agreed upon by and between Owner and Contractor because of the impracticability and extreme difficulty of fixing and ascertaining the actual damages the Owner in such event would
sustain; and said amounts are agreed to be the amounts of damages which the Owner would sustain and which shall be retained from the monies due, or that may become due, the Contractor
under this contract; and if said monies be insufficient to cover the amount owing, then the Contractor or his surety shall immediately pay any. additional amounts due. If the Contractor
finds it impossible, for reasons beyond his control, to complete the work within the contract time as specified, the Contractor may make a written request for an extension of time in
accordance with the General Provisions. FORM OF CONTRACT: The contract for the construction of the project will be drawn up by the Owner. A sample foQll of agreement is included in the
Contract Agreement Section. T. BONDS: A Performance Bond, a Labor and Material Payment Bond and a Maintenance Bond will be required by the Owner. Sample forms have been included in the
Performance Bond, Payment Bond and Maintenance Bond sections. U. BID SECURITY: Bids shall be accompanied by a cashier's check or certified check upon a national or state bank in an amount
not less than five percent (5%) of the total maximum bid price payable without recourse to the Town ofAddison, or a bid bond in the same amount from a reliable surety company as a guarantee
that the bidder will enter into a contract and execute Performance Bond within ten (10) calendar days after notice of award of contract to him. Such checks or bid bonds will be returned
to all except the three lowest bidders within three (3) days after the opening of bids, and the remaining remaining checks or bid bonds will be returned promptly after the Owner has
made an award of contract, 920279 IB-5
A'I\!<v. ("':-W. X. /. 920279 or, if no award has been made within thirty (30) calendar days after the date of the opening of bids, -upon demand of the bidder at any time thereafter,
so long as he has not been notified of the acceptance of his bid RESOLUTIONS: If the bidder is a corporation, a copy of the resolution empowering the person submitting the bid to bind
the bidder must be included with the bid CONSTRUcnON STAKING: Construction staking will not be provided by the Owner. Two benchmarks are shown on the plan. FINAL PAYMENT: The general
provisions for Final Payment shall be as stated in Item 1.51.4 of the North Central Texas Standard Specifications for Public Works Construction (1983 Edition) including all Amendments
and Additions. ,Prior to final payment the Contractor shall provide the Owner with the following items: 1. A Contractor's Affidavit ofBills Paid in accordance with Section BP. 2. A Consent
of Surety Company to Final Payment. 3. A complete set of as-built plans which indicate all construction variations from the original construction documents in accordance with Item 5
of the Special Provisions. 4. A one (1) year Maintenance Bond in accordance with Section MB. END OF SEcnON IB IB-6
I I'I· lII \. . 920279 SECTION PF PROPOSAL FORM PF-l
i . \I· II I . \, . I BID FORM _____.J. 19_ TO: The Honorable Mayor and City Council Town of Addison, Texas Gentlemen: The undersigned bidder, having examined the plans, specifications
and contract documents, and the location of the proposed work, and being fully advised as to the extent and character of the work, proposes to furnish all equipment and to pedorm labor
and work necessary for completion of the work descn"bed by and in accordance with the Plans, Specifications and Contract for the following prices, to wit: . Signed by: I ACKNOWLEDGEMENT
OF ADDENDA: The Bidder acknowledges receipt of the following addenda: Addendum No.1 _ Addendum No.2 _ Addendum No.3 _ 920279 PF-2
BID SCHEDULE CELESTIAL PARK PARKING IMPROVEMENTS ADDISON, TEXAS Item Est. Unit Total No. Quan. Unit Description Price Price 101 1 L.S. Mobilization, bonds and $ $ insurance Dollars Cents
i $ $ i 102 100 C.Y. Unclassified excavation, including hauling and disposal of surplus material Dollars Cents 103 160 S.Y. 611,3000 PSI reinforced $ $ concrete pavement, complete in
place Dollars Cents 104 172 L.F. 611 concrete integral curb, $ $ complete in place Dollars Cents 105 180 S.Y. 511 thick cement treated base $ $ (CTB) supplied from central mixing plant,
complete in place Dollars Cents 106 161 L.F. Full depth sawed breakout $ $ groove Dollars Cents 920279 PF-3
920279 PF-4
I BID SCHEDULE CELESTIAL PARK PARKING IMPROVEMENTS ADDISON, TEXAS (cont'd) Item Est. No. Quan. Unit Description 112 1 L.S. Removal or relocation of irrigation system as directed by the
Town of I Addison \ Dollars [ Cents 113 1 L.S. Paint handicap space marker Dollars Cents TOTAL PROJECT BID Dollars Cents (spelled out in words) i The completion time for this contract
is 24 calendar days. III \i Unit Price $-.........-$---Total Price $---$,---$------$-----(in figures) 920279 PF-S
\I[ . II If BIDDER is: An Individual By _ (Individual's Name) doing business as _ Business address: Phone No. _ A Partnership By _ (Firm Name) (General Partner) doing business as _ Business
address: _ Phone No. _ (Seal) (Seal) I" I1-920279 PF-6
A Corporation By _ (Corporation Name) (State of Incorporation) By _ (Name of Person Authorized to Sign) ri (Title) (Corporate Seal) Attest _ (Secretary) Business address: ----' _ Phone
No. A Joint Venture (Name) By _ (Address) By _ (Name) i, (Address) (Each joint venturer must sign. The manner of signing for each individual. partnership and corporation that is a party
to the joint venture should be in the manner indicated above.) 920279 PF-7 [l
Il(( \. ( I rI\ 920279 SEcrION CA CONTRACf AGREEMENT CA-!
Il Ii!. II SECI10N CA AGREEMENT STATE OF TEXAS COUNTY OF DALLAS THIS AGREEMENT is made and entered into this dayof • 19-, by and between the Town of Addison. of the County of Dallas and State of Texas. acting through its Mayor. thereunto duly authorized so to do. Party of the First Part, hereinafter
termed the OWNER. and • of the City of _____---J. County of • State of • Party of the Second Part, hereinafter termed CONTRACfOR. WITNESSETH: That for and in consideration of the payment
and agreement hereinafter mentioned, to be made and performed by the OWNER. the said CONTRACfOR hereby agrees with the said OWNER to commence and complete construction of certain improvements
as follows: Celestial Park Parking Improvements and all extra work in connection therewith. under the terms as stated in the General and Specific Conditions of the AGREEMENT; and at
his own proper cost and expense to furnish all the materials. supplies. machinery. equipment. tools. superintendence. labor. insurance and other accessories and services necessary to
complete the said construction. in accordance with the conditions and prices stated in the Proposal attached hereto and in accordance with the Advertisement for Bids. Instructions to
Bidders. General Provisions. Special Provisions. Plans. and other drawings and printed or written explanatory matter thereof, and the Technical Specifications and Addenda thereto. as
prepared by the OWNER. each of which has been identified by the endorsement of the CONTRACfOR and the OWNER thereon. together with the CONTRACfOR's written Proposal and the General Provisions.
all of which are made a part hereof and collectively evidence and constitute the entire AGREEMENT. The CONTRACfOR hereby agrees to commence work within five (5) calendar days after the
date of written notice to do so shall have been given to him. and to substantially complete the work within 24 calendar days after he commences work, subject to such extensions of time
as are provided by the General Provisions. The OWNER agrees to pay the the CONTRACfOR $ in current funds for the performance of the Contract in accordance with the Proposal submitted
thereof, subject to additions and deductions. as provided in the General Provisions. and to make payments of account thereof as provided therein. . . 920279 CA-2
Ii IN WITNESS WHEREOF, the parties of these presents have executed this AGREEMENT in the year and day first above written. )) '\ . TOWN OF ADDISON (OWNER) By: A1TEST: ATTEST: City Secretary
Party of the Second 􀁐􀁾􀁲􀁴 (CONTRACfOR) By: II . (i II Ii The following to be executed if the CONTRACfOR is a corporation: I, 􀁾􀀮 certify that I am the secretary of the corporation
named as CONTRACfOR herein; that • who signed this Contract on behalf of the CONTRACfOR is the of said corporation; that said (official title) Contract was duly signed for and in behalf
of said corporation by authority of its governing body, and is within the scope of its corporate powers. Signed: \\ Corporate Seal 920279 CA-3
! STATE OF TEXAS COUNTY OF DALLAS PRINCIPAL: SURETY: SECTION PrB PERFORMANCE BOND Date Bond Executed: f . i -PENAL SUM OF BOND (express in words and figures): DATE OF CONTRAcr: . KNOW
ALL MEN BY THESE PRESENTS, that we, the PRINCIPAL and SURETY above named, are held firmly bound unto the Town ofAddison, Texas, hereinafter called the OWNER, in the penal sum of the
amount stated above, for the payment ofwhich sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these
presents. THE CONDmONS OF THIS OBLIGATION ARE SUCH that, whereas the PRINCIPAL entered into a certain Contract with the OWNER, numbered and dated as shown above and attaChed hereto;
NOW THEREFORE, if the PRINCIPAL shall well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of said Contract during the original term of
said Contract and any extension thereof that may be granted by the OWNER, with or without notice to the the SURETY, and during the life of any guaranty required under the Contract, and
shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of any and all duly authorized modifications of said Contract that may
hereafter be made, notice of which modifications of said SURETY being hereby waived, then this obligation to be void, otherwise in full force and virtue. \ -·920279 PrB-2
(II I;: 1\( IN WITNESS WHEREOF_ the above-bounden parties have executed this instrument under their several seals on the date indicated above, the name and corporate seal of each corporate
party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. . CERTIFICATE AS TO CORPORATE PRINCIPAL I, ,
certify that I am the secretary of the corporation named as PRINCIPAL in the within bond that . who signed the said bond on behalf of the PRINCIPAL, is the of said corporation; that
I know his signature, and his signature thereto is genuine; and that said bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing
body. (Corporate Seal) 920279 PrB-3
c: (II\ II 920279 SECfION PyB FAYMENT BOND PyB-l .
SECTION PyB PAYMENT BOND STATE OF TEXAS COUNTY OF DALLAS PRINCIPAL: SURETY: Date Bond Executed: j . PENAL SUM OF BOND (express in words and figures): DATE OF CONTRACf: . KNOW ALL MEN
BY THESE PRESENTS, that we, the PRINCIPAL and SURETY above named, are held firmly bound unto the Town ofAddison, Texas, hereinafter called the OWNER, in the penal sum of the amount stated
above, for the payment ofwhich sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.
THE CONDmONS OF THIS OBLIGATION ARE SUCH that, whereas the PRINCIPAL . entered into a certain Contract with the OWNER, numbered and dated as shown above and attached hereto; NOW THEREFORE,
if the PRINCIPAL shall promptly make payment to all persons supplying labor and materials in the prosecution of the work provided for in said Contract, and any and all duly authorized
modifications of said Contract that may hereafter be made, notice of which modifications to the the SURETY being hereby waived, then this obligation to be void, otherwise to remain in
full force and virtue. 920279 PyB-2
IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals on the date indicated above, the name and corporate seal of each corporate party
being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. SEAL CONTRAcrOR By: il WITNESS _ SEAL A'ITEST: Title:
Address: SURETY By: Address: (Surety to Attach Power of Attorney) CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certify that I am the secretary·of the corporation named as PRINCIPAL in
the within bond that , who signed the said bond on behalf of the PRINCIPAI.., is the of said corporation; that I know his signature, and his signature thereto is genuine; and that said
bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing body. (Corporate Seal) 920279 PyB-3
\\III \.-\ . . 920279 SECflON MB MAINTENANCE BOND MB-l
(. t SECI'ION MB MAINTENANCE BOND STATE OF TEXAS COUNTY OF DALLAS That as principal and _ ____________'-', a corporation organized under the laws of _ and as sureties, said sureties
being authorized to do business in the State ofTexas, do hereby expressly acknowledge themselves to be held and bound to pay unto the Town Of Addison, a municipal corporation, chartered
by virtue of a Special Act of Legislature of the State of Texas, as Addison, Dallas County, Texas, the sum of ($ ) for the payment of which sum will and truly to be made unto said Town
of Addison and its successors, said principal and sureties do hereby bind themselves, their assigns and successors, jointly and severally. This obligation is conditioned, however, that
whereas said has this day entered into a written contract with the said Town of Addison to build and construct the . 920279 MB-2
I[\(I,( . I which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written
and embodied herein. . WHEREAS, under the Plans, Specifications and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted to be
done and performed for a period of one (1) year from the date of acceptance, and to do all necessary backfilling that may arise on account of sunken conditions in ditches, or otherwise,
and to do and perform all necessary work and repair any defective condition growing out of or arising from the improper joining of the same, or on account of any breaking of the same
caused by the said Contractor in laying or building the same, or on account of any defect arising in any of said part of said work laid or constructed by the said Contractor, or on account
ofimproper excavation or backfilling; it being understood that the purpose of this section is to cover all defective conditions arising by reason of defective materials, work or labor
performed by the said Contractor; and in case the said Contractor shall fail to do, it is agreed that the City may do said work and supply such materials, and charge the same against
the said Contractor and sureties on this obligation, and the said Contractor and sureties hereon shall be subject to the liquidated damages mentioned in said contract for each day's
failure on its part to comply with the terms of the said provisions of said contract; . NOW THEREFORE, if the .said Contractor shall keep and perform its said agreement to maintain said
work and keep the same in repair for the said maintenance period ofone (1) year, as provided, then these presents shall be null and void and have no further effect; but if default shall
be made by the said Contractor in the performance of its contract to so maintain and repair said work, then these presents shall have full force and effect, and said Town of Addison
shall have and recover from the Contractor and its sureties damages in the premises, as provided, and it is further understood and agreed that this obligation shall be a continuing one
against the principal and sureties hereon and that successive recoveries may be had hereon for successive branches until the full amount shall have been exhausted; and it is further
understood that the obligation herein to maintain said work shall continue throughout said maintenance period, and the same shall not be changed, diminished, or in any manner affected
from any cause during said time. . I( . 920279 MB-3
IN WITNESS WHEREOFt the said has caused these presents to be executed by and the said has hereunto set his hand this the __ day of ---.Jt 19_-_0 fIl SURETY By: Attorney in Fact By: Surety
Agency and Address PRINCIPAL By: . AITEST Secretary NOTE: Date of Maintenance Bond must not be prior to date of Contra,cto 920279 MB-4
\".. L!! iIII·f 920279 SECTION BP CONTRAcrOR'S AFFIDAVIT OF BILLS PAID BP-l
!If\ ri!: SECflON BP CONTRACTOR'S AFFIDAVIT OF BILLS PAID STATE OF TEXAS COUNTY OF DALLAS Pe!sonally, before me the undersigned authority, "On this day appeared ____􀁾􀀮 who, being duly
sworn, on oath, says that he is a legal representative of (full name ofContractor as in contract) and that the contract for the construction of the project, designated as (Project No.)
has been satisfactorily completed and that all bills for materials, apparatus, fixtures, machinery and labor used in connection with the construction of this project have, to the best
of my knowledge and belief, been fully paid Signature Title Sworn to and subscn"bed before me this _ day of ...J, 19_. Notary Public in and for __________County, Texas 920279 BP-2
III·· irI Instructions: If the contractor is an individual. he shall sign the affidavit. If the contractor is a partnership, any partner may sign the affidavit. If the contractor is
a corporation, a person authorized by the bylaws or by the Board of Directors shall sign the affidavit. If the Contractor is a joint-venture of individuals, any of the individuals may
sign the affidavit. If the Contractor is a joint-venture of partnerships, or of individuals and partnerships, the affidavit may be signed by the individual or any partner of any partnership.
If the contractor is a joint-venture in which a corporation is a party, separate affidavits must. be executed in the name of the joint-venture: one by each corporation and one by each
individual or partnership. Signatures for corporations should be by a duly authorized officer. If signature is by another, a showing of authority to sign must accompany the affidavit.
III r. . 920279 BP-3
i,II!! It· 920279 SECI10N GP GENERAL PROVISIONS OP-l
iII I. iI 􀁩􀁾 1. 920279 GENERAL PROVISIONS The General Provisions of the Contract shall be as stated in the Standard Specifications for Public Works Construction, North Central Texas
Council of Governments (1983), under Part I, "General Provisions," Items 1.0 through 1.63 inclusive, as amended or supplemented and except as modified by the Special Provisions. GP-2
'1I,Ii [iiI • 920279 SEcrION SP SPECIAL PROVISIONS SP-l
1. 2. 3. SECI10N SP SPECIAL PROVISIONS OWNER The Town of Addison, herein referred to as Owner, party of the First Part of these Contract Documents. ENGINEER Espey, Huston & Associates,
Inc., Engineer of the Owner, or other representative as may be authorized by said Owner to act in any particular position. FORMS. PLANS AND SPECIFICATIONS Forms of Proposal, Contract,
Bonds and Plans may be obtained from the office of Mr. Qyde Johnson, Purchasing Agent, Finance Building. 5350 Beltline Road, Addison, Texas. 4. COPIES OF PLANS FURNISHED Three (3) sets
of Plans shall be furnished to the Contractor, at no charge, for construction purposes. Additional copies may be obtained at cost of reproduction upon request. fII!-5. . 920279 PRODUCT
RECORD DOCUMENTS Maintenance of Documents. The Contractor shall maintain at the job site one record copy of the Contract Drawings, Specifications, Shop Drawings, Change Orders, other
modification to the Contract, field' test records and other documents submitted by Contractor in compliance with specification requirements. These documents shall be maintained at the
job site apart from documents used for construction. These documents are not be used for construction purposes. The documents shall be maintained in clean, legible condition. The documents
shall be made available at all times for inspection by the Owner. Recording. Each document shall be labeled Project Record Copy in 2-inch high printed letters. The record documents shall
be kept current. No work shall be covered until required information has been recorded ' Contract Drawings. The appropriate drawing shall be legibly marked to record, where applicable:
Horizontal and vertical location of underground utilities and appurtenances referenced to permanent surface improvements. SP-2·
i· l _ I.··· :" . !. III 6. 7. 920279 Field 􀁣􀁾􀁧􀁥􀁳 of dimension and detail made during construction process. Changes made by Change Order or Supplemental Agreement. Details not on
original Contract Drawings. Manufacturer, trade name, catalog number and supplier of each product and item of equipment actually installed. Changes made by Change Order or Supplemental
Agreement. Other matters not originally specified. Shop Drawings. The Contractor sball maintain the Shop Drawings as record drawings and legibly annotate shop drawings to record changes
made after review. A red felt-tip marking pen shall be used for all recording. Submittal. At the completion of the project, the Contractor shall deliver record drawings to the Owner.
The transmittal letter shall be accompanied, in duplicate, with: Date, project title and number. Contractor's name and address. Title and number of each record document. Certification
that each document as submitted is complete and accurate. Signature of Contractor or his authorized representative. HORIZONTAL AND VERTICAL SURVEY CONTROL The Contractor shall provide
horizontal and vertical survey control for this project. PERMITS. LICENSES, AND REGULATIONS Permits and licenses of a temporary nature necessary for the prosecution of the Work shallbe
secured and paid for by the Contractor. Permits, licenses and easements for permanent structures or permanent changes in existing facilities shall be secured and paid for by the Owner,
unless otherwise specified. If the Contractor observes that the Drawings and Specifications are at variance therewith, he shall promptly notify the Engineer in writing, and any necessary
changes shall be adjusted as provided in the Contract for changes in Work. The Contractor shall comply with all federal, state and local laws, rules and regulations of every kind and
nature applicable to the performance of its Work hereunder, and shall hold the Owner harmless therefrom. SP-3
8. REFERENCE SPECIFICATIONS Where reference is made to specifications compiled by others, such are hereby made a part of these Specifications. . ( . I\ 9. REVIEW OF WORK The Owner shall
have the right to review the Work while such Work is in progress to ascertain that the Work is being accomplished in compliance with the standards and requirements set forth in the Contract
Documents. It is also contemplated that similar review will be conducted by governmental inspectors. Notwithstanding such review, the Contractor will be held responsible for the finished
Work, and any acceptance of the Work by the Owner or governmental agencies will not relieve the Contractor from respoDSlbility for the Work. The Owner reserves the right to place full-time
construction observers at the site of the Work. The Owner and his representatives shall at all tinies have access to the Work whenever it is in preparation or progress, and the Contractor
shall provide proper facilities for such access, and for review. If the Specifications, the Owner's instructions, laws, ordinances, or any public authority require any Work to be specially
tested, the Contractor shall give the Owner timely notice of its readiness for testing, and if the testing is by an authority other than the Owner, of the date fixed for such testing.
Tests by the Owner shall be made promptly, and where practicable at the source of supply. Re-examination of any Work may be ordered by the Owner, and, if so ordered, the Work must be
uncovered by the Contractor. If such Work is found to be in accordance with the Contract Documents, the Owner shall pay the cost of re-examination and replacement. If such Work is not
in accordance with the Contract Documents, the Contractor shall pay such cost. ,I i 10. SCOPE OF WORK The Work for this Project consists of furnishing all materials, labor, equipment,
tools and incidentals necessary to construct, in accordance with the Plans and Specifications, the proposed parking improvements for Celestial Park. II., II 11. 920279 PROPERTY LINES
AND MONUMENTS All property comers, control monumentations, construction and survey stakes and marks shall be carefully preserved by the Contractor, and in case of careless destruction
or removal by Contractor or his employees, such stakes or marks shall be replaced at the Contractor's expense as required by the Owner. SP-4
r.. I .1I[I .1 12. DISCREPANCIES If the Contractor, in the course of the Work, finds any discrepancy between the Contract Documents and the physical conditions of the locality, or any
errors or omissions in drawings or in the layout as given by survey points and instructions, or if it appears that any Plan, Specification or other Contract Document is or may be not
.in compliance with .any building code or other requirement of any governmental body, he shall immediately inform the Owner in writing, and the Owner shall promptly verify the same.
Any Work done after such discovery, until authorized, will be done at the Contractor's risk. 13. TIME ALLOTTED FOR COMPLETION All items of Work included under these contracts shall be
completed within the time i stipulated in the Proposal. The time shall commence on the date specified in the Notice l to Proceed. The Notice to Proceed shall consist of a written request
by the Owner for the Contractor to proceed with construction of the Project. 14. EXISTING STRUCTURES The Plans show the location of all known surface and subsurface structures. However,
the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure
shall not be considered sufficient basis for claims for additional compensation or extra work or for increasing the pay quantities in any manner whatsoever, unless the obstruction encountered
is such as to necessitate changes in the lines or grades, or require the building of special work, provisions for which are not made in the Plans and Proposal, in which case the provisions
in these Specifications for extra work shall apply. 15. 920279 EXISTING UTILITIES AND SERVICE LINES The Contractor shall contact all the utility compames which have facilities in the
vicinity of the proposed improvements to confirm the horizontal and vertical locations of their respective facilities prior to commencing work. Where a conflict with the proposed improvements
'is encountered, the Contractor shall notify the Engineer immediately prior to proceeding with the work. The Contractor shall be responsible for the protection of all existing utilities
or service lines crossed or exposed by his construction operation. Where existing utilities or service lines are cut, broken or damaged, the Contractor shall replace the utilities or
service lines with the same type of original construction, or better, at his own cost and expense. All replacement, backfill and compaction shall be accomplished in strict accordance
with the requirements of the owner of the utility or service line. SP-5
I!\ 16. PUBLIC UTILmES AND OTHER PROPERTY TO BE CHANGED In case it is necessary to change or move the property of any owner or of a public utility, such property shall not be moved or
intedered with until authorized by the utility company and approved by the Owner. The right is reserved to the owner of public utilities to enter upon the limits of the Project for the
purpose of making such changes or repairs of this . contract. 17. LIGHTS AND POWER The Contractor shall provide, at his own expense, temporary lighting and power facilities required
for the proper execution of the Work. i. 18. PERMITS AND RIGHTS-OF-WAY The Owner will provide rights-of-way for the purpose of construction without cost to the Contractor by securing
permits in areas of public dedication or by obtaining easements across privateiy-owned property. It shall be the responsibility of the Contractor, prior to the initiation ofconstruction
on easements through private property, to inform the property owner of his intent to begin construction. Before beginning construction in areas of public dedication, the Contractor shall
inform the agency having jurisdiction in the area fortyeight (48) hours prior to initiation of the Work. The Contractor shall obtain a right-of-way permit from the Town of Addison. .
r--. Ii 19. PRECONSTRUCTIONCONFERENCE The successful Contractor(s) and Owner shall meet at the call of the Owner on this Project. Prior to the meeting, the Contractor(s) shall prepare
schedules showing the sequencing and progress of their work and its effect on others. These schedules shall be delivered to the Owner in advance of the meeting for his review. The general
nature of the work, materials used, and methods of construction as well as the schedules will be discussed at the meeting. A final composite schedule will be prepared during this conference
to allow an orderly sequence of project construction. J •• !( \I 20. ADDENDA Bidders desiring further information, or interpretation ofthe Plans and Specifications, must make written
request for such information to the Engineer (prior to forty-eight (48) hours before the Bid opening). Answers to all such requests will be given in writing to all Bidders in addendum
form and all addenda will be bound with and made a part of the Contract Documents. No other explanation or interpretation will be considered official or binding. Should a Bidder find
discrepancies in, or omissions from, the Plans, Specifications or Contract Documents, or should he be in doubt as to their meaning, he shall at once notify the Engineer in writing in
order that a written addendum may be sent to all Bidders. 920279 SP-6
21. WATER FOR CONSTRUCI10N The Contractor shall make the necessary arrangements with the Town of Addison for securing and transporting all water required in the construction, including
water required for mixing ofconcrete, sprinkling. testing or tlushing. Water required for construction shall be paid for by the Contractor at the Town of Addison prevailing rates. There
will be no separate pay item for connection into the existing water system and quantity of water required for construction purp:>ses. 22. 23. EXCAVATION The Contractor shall exercise
precautions to insure that drainage from adjacent properties is not blocked by his excavations. CONTRACTOR's BID The Contractor's Bid shall be on a Unit Price basis for construction
of the Project as shown on the Plans and descn"bed in the Specifications. 24. OWNER'S STATUS The Owner shall perform technical review of the Work. He shall also have authority to reject
all Work and materials which do not conform to the Contract and to decide questions 􀁷􀁨􀁩􀁾􀁨 arise arise in the execution of the Work. [ -I( . II\I 25. 26. . 920279 OWNER'S DECISIONS
The Owner shall, within a reasonable time after their presentation to him, make decisions in writing on all claims of the Contractor and on all other matters relating to the execution
and progress of the Work or the interpretation of the Contract Documents. LANDS FOR WORK The Owner shall provide as indicated on the Plans for this Project, the lands upon which the
Work under this Contract is to be done, right-of-way for access to same, and such other lands which are designated on the Plans or in the Specifications for the use of the Contractor.
Such lands and rights-of-way shall be adequate for the performance of the Contract. Should the Contractor be delayed as the result of lack of access, this shall be cause for an extension
of time but not for additional cost. The Contractor shall provide at his own expense and without liability to the Owner any additional' land and access thereto that may be required for
temporary construction facilities. SP-7
\I 27. CLEANING UP The Contractor shall remove at his own expense all temporary structures, rubbish and waste materials resulting from his operations. These requirements shall not apply
to property used for permanent disposal of rubbish or waste materials in acx:ordance with permission of such disposal granted to the Contractor by the Owner thereof. iI 28. 29. 30. LIQUIDATED
DAMAGES FOR DELAY BY CONTRAeI'OR The time of completion is of the essence in this contract. For each calendar day that any Work shall remain incompleted after the time specified in paragraph
38, liquidated damages shall be deducted from the monies due the Contractor in the amount of $100.00 per day. USE OF EXPLOSIVES Use of explosives will not be allowed. PROJEeI' MAINTENANCE
The Contractor shall maintain, and keep in good repair, the improvements covered by these Plans and Specifications during the life of his contract. !I(:. Iil i . 31. DISPOSAL OF WASTE
AND SURPLUS EXCAVATION All asphalt, concrete, rock or excavated material, or other debris removed from the site as a preliminary to the construction shall be removed from the property.
Any required disposal permits shall be the sole responsibility of the Contractor. 32. REMOVALS. ADJUSTMENTS AND REPLACEMENTS Existing pavements, driveways, curbs, gutters, sidwalks,
etc., to be removed to facilitate the construction of the improvements shall be broken up and disposed of. Care shall be exercised to leave a neat, uniform edge or joint at the excavation
limits or sections removed where only portions are to be removed. The Owner will designate the limits to be removed. Where pavements, driveways, curbs, gutters, sidewalks, etc., shall
be replaced, then said replacements shall be to the standard of the previously removed portion or better. Existing structures such as manholes, inlets, cleanouts, valve boxes, etc. which
are not the property of aprivate firm or company, or an individual required to move their own property, shall be adjusted, altered or reset to the requirement elevation and alignment. New materials and workmanship
necessary shall conform to the requirements of these Specifications covering the particular Work. Salvaged materials in good condition may be used in rebuilding such structures, provided
the materials are thoroughly cleaned before their use. -920279 SP-8
j\I 33. All private obstruction which are indicated on the Plans to be moved, will be removed and replaced, or moVed to new permanent locations by the Contractor, without additional
payment to the Contractor. Any such additional item which the Contractor moves or causes to be moved for his own convenience shall be at his own expense. TOWN OF ADDISON APPROVAL lrIII
This project is subject to final approval and acceptance by Town of Addison. 34. TRAFFIC CONTROL The Contractor shall be responsible for providing traffic control during the construction
of this Project consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State
ofTexas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. The Contractor will not
remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the aty. If it is determined that a sign must be removed to permit required
construction, the Contractor shall contact the Town of Addison to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign
meeting the requirements of the abovereferenced manual, and such a temporary sign must be installed prior to the removal of the existing sign. There.will be no separate pay item for
Traffic Control. 35. CERTIFICATION The Contractor shall .submit a manufacturer's certification that the material was manufactured and tested in accordance with the referenced Specifications
and a report of test results. The certification shall be submitted prior to material shipment. 36. FINAL ACCEPTANCE OF WORK Final acceptance of the Work is subject· to final testing
and approval of the Work by the Town of Addison. . (I\' [ 37. 920279 WORK AREA Contractor shall restrict his construction activity to the project site. SP-9
!!! .j:' , .. IiII 38. 39. 40. 41. CONTRACT TIME It is the Owner's desire to have the project completed and operational in as short a time as possible. The number of calendar days for
completion of the project will begin with the date specified in the Notice to Proceed. In no instance shall the number of calendar days for the completion of the Work measured from the
proposed date of beginning exceed 24 calendar days. CONTRACTOR'S AFFIDAVIT OF BILLS PAID The Contractor Shall be required to execute the form provided in Section SP prior to the acceptance
of the project. PAY ITEMS Pay items provided are intended to be all-inclusive of the work required on this project. Work required by the plans or specificatiQns but not provided with
a specific pay item shall be considered incidental to other items of work. SAMPLES AND TESTS OF MATERIALS Modify the General Provisions, Section GP 5.16, Samples and Tests of Materials.
"The Contractor shall designate and pay a recognized testing laboratory to perform all testing and concrete design for this project. Such designation shall be subject to the approval
of the Engineer. All testing services that the Contractor is required to provide will not be paid for separately, but shall be considered subsidiary to other items of work. "All samples
and tests shall be performed in accordance with the Standard Specifications for Public Works Construction, North Central Texas Council of Governments (1983) as amended or supplemented."
42. CONSTRUCTION STAKING Construction staking will not be provided by the Owner. {I920279 SP-10
II \({ .I i .. It1(" I) . 920279 SECfION T TECHNICAL SPECIFICATIONS . T-l
!Ii. SECTION T TECHNICAL SPECIFICAnONS I. GENERAL A. All materials and construction methods for this project shall be in conformance with Town of Addison standards and specifications
and the North Central Texas Council of Governments "Standard Specifications for Public Works Construction" (1983). as amended or supplemented Where conflicts exist, Town of Addison standards
and specifications shall govern. II. SUPPLEMENTAL STANDARDS The following standards are applicable where specifically referenced in the Plans or where required to supplement the details
provided in the Plans. A City of Dallas 251-D Construction Standards (not included) 920279 T-2
· \I ( 'iII (I r1( jIIl 9020279 SEcrION CI'B CEMENT TREATED BASE CfB-I
II{I( 1.0 1.1 2.0 2.1 SECI'ION em CEMENT TREATED BASE GENERAL Description Cement Treated Base (CIB) shall consist of aggregate, cement and water uniformly mixed in a central plant, transported
to the project, spread, compacted, shaped, finished, and cured in accordance with these specifications. It shall conform to the lines, grades, thicknesses and typical cross-section shown
on the plans. MAlERIALS Cement Cement shall comply with the latest specifications for Portland cement-ASTM C 150 (l'ype I) or Portland-ASTM C S9S (l'ype IP). 2.2 Water Water shall be
free from substances deleterious to the hardening of the Cement Treated Base. 2.3 2.4 Aggregate The aggregate may be any granular material or combinations of aggregates that will, when
mixed with adequate amounts of cement and water, produce laboratory mix design Unconfined Compression Test strengths as specified in paragraph 2.S in accordance with ASTM D 1633 Method
"A". The preceding tests will utilize the Moisture-Density Relation as determined byASTM D-SS8; AAsHTO T-134. The aggregate size shall meet the requirements of Texas State Department
of Highways and Public Transportation 1982 Standard Specifications of Highways, Streets and Bridges, "Item 274.2(3) Cement Stabilized Base -Base Materials." Laboratory Mix Design Test
results shall be submitted by the supplier of the CIB material to the Engineer/Architect for approval. 2.S Strength Requirements The unconfined compressive strengths required for the
CIB material will be as follows: 2.S.1 Qass A CfB; 400psi -seven days I· I 9020279 CfB-2
I' 3.0 EQUIPMENf 3.1 Description-Cement Treated Base may be constructed with any combination of machines or .equipment that will produce the results meeting these specifications. Ii(l
4.0 4.1 CONSfRUcnON MElHODS Preparation Before other construction operations are begun, the area to be paved shall be graded and shaped as required to receive the Cement Treated Base
in conformance with the grades, lines, thicknesses and typical cross-section shown on the plans. Unsuitable subgrade soil or material shall be removed and replaced with acceptable soil.
The subgrade shall be firm and able to support without displacement of the construction equipment and the compaction hereinafter specified. Soft or yielding subgrade shall be corrected
and made stable before construction proceeds. 4.2 Central Mixing Plant The aggregate. cement and water shan be mixed in a pug mill as approved by the Engineer/Architect. The plant shall
be equipped with feed and metering devices that will add the aggregate. cement and water into the mixer in the specified quantities to produce a mixture that will meet or exceed the
mix design criteria as stated above. The aggregate and cement shall be mixed sufficiently to prevent cement balls from forming when the mix water is added. The mixing time shall be sufficient
to assure an intimate. uniform mixture of aggregate. cement and water. The percentage of moisture in the aggregate. at the time of cement application shall be the amount that assures
a uniform and intimate mixture of aggregate and cement during mixing operations. It shall not exceed the specified moisture content required for adequate compaction. Free access to the
plant shall be provided to the Engineer/Architect, his inspector and his designated Commercial Testing Laboratory for construction quality control. The mixture shall be hauled to the
paving area in trucks having beds cleaned of deleterious material. \IiI 4.3 9020279 Placement and Compaction The mixture shall be placed on a moistened subgrade in a uniform layer by
any approved method of spreading that will deposit the required quantity per lineal foot, without segregation. to produce a uniformly compacted base conforming to the grade and crosssection.
Not more than 30 minutes shall elapse between placement of CfB in adjacent lanes at any location except at longitudinal and transverse construction joints. No CfB mixture shall be placed
when the subgrade is frozen or when the air temperature is less than 400 F in the shade. The Engineer/Architect may allow placement when the temperature is 35° F and clearly rising.
CfB-3
· i( !I 4.4 4.5 9020279 Compaction shall start as soon as possible after spreading. The elapsed time between the addition of water to the em mixture and the start of compaction shall
not exceed 60 minutes under normal conditions. The Engineer/Architect may alter this time if environmental conditions, such as temperature. humidity or wind conditions would justify
such a change. Laboratory tests may be required to verify changes in compaction time limits. At the start of compaction. the percentage of moisture in the mixture shall not be more than
one percentage point below or two percentage points above the specified optimum moisture content, and shall be less than that quantity which will cause the Cement Treated Base mixture
to become unstable during compaction and finishing. The specified 􀁯􀁰􀁴􀁾􀁵􀁭 moisture content and density shall be determined in the field by a MoistureDensity Test, MSHTO T 134 or
ASTM D 558. on representative samples of Cement Treated Base mixture obtained from the area prior to compaction. Prior to compaction, the mixture shall be in a loose condition for its
full depth. The loose mixture shall then be compacted uniformly to the specified density. During compaction operations. initial shaping may be required to obtain uniform compaction and
required grade and crosssection. Finishing When initial compaction is completed, the surface of the Cement Treated Base shall be . shaped to the required lines. grades and cross-section.
The moisture content of the surface material shall be maintained at not less than its specified optimum moisture content during finishing operations. If any reshaping of the surface
is necessary. it shall be lightly scarified to remove any compaction planes. scales or smooth surfaces left by equipment. Final compaction shall then be continued until uniform and adequate
density is obtained. The em shall be uniformly compacted to a minimum of 96% of maximum density. Compaction and finishing shall be done in such a manner as to produce. in not longer
than two hours. a a smooth. dense surface free of compaction planes. cracks, ridges. or loose material. . Cutting After the em has been finished as specified herem. it shall be protected
against drying for seven days by the application of a· bituminous prime coat, or other acceptable methods. The finished crB shall be kept continually moist until the curing material
has been placed. The curing material shall be applied as soon as possible. but not later than at the end of each days construction. If the bituminous cure is used: crB-4
il r,: i 􀁾 II 4.S.1 Curing. Bituminous Prime Coat At the time the bituminous prime coat is applied, the Cement Treated Base surface shall be dense, shall be free of all loose and extraneous
material and shall contain sufficient moisture to prevent excessive penetration of the bituminous material. .The bituminous prime coat specified shall be uniformly applied to the surface
of the completed Cement Treated Base at the rate of approximately 0.1 gallons per square yard with approved heating and distributing equipment. The exact rate and temperature of application
for complete coverage without excessive runoff will be approved by the Engineer/Architect. Should it be necessaty for construction equipment or other traffic to use the bituminouscovered
surface before the bituminous prime coat has cured sufficiently to prevent "pickups", sufficient granular cover shall be applied before such use. The curing material shall be maintained
by the contractor during the seven day protection period so that all of the Cement Treated Base will be covered effectively during this period. Finished portions of Cement Treated Base
that are traveled on by equipment used in constructing an adjoining section shall be protected in such a manner as to prevent equipment from marring or damaging completed work. Cement
Treated Base shall be protected for three days after its construction and until it has hardened. 4.5.2 Curing, Other Methods H curing is achieved by methods other than Bituminous Prime
Coat, the Engineer/Architect must approve and curing must be performed in accordance with manufacturer's recommendations. 4.6 Construction Joints At the end of each day's construction
a transverse construction joint shall be formed by cutting back into the completed work to form a full depth vertical face. Cement Treated Base for large, wide areas shall be built in
a series of parallel lanes of convenient length and width meeting the approval of the Engineer/Architect. Longitudinal joints shall be formed at the edge of each day's construction by
cutting back into the completed work to form a full depth vertical face free of loose or shattered materials. t.. fIl 4.7 9020279 Traffic Completed portions of Cement Treated Base may
be opened immediately to light traffic and to construction equipment provided the curing material or surface is not impaired as specified in 4.5. The section may be opened to all traffic
after the three day curing period provided the Cement Treated Base has hardened sufficiently to prevent marring or distorting of the surface by equipment or traffic. CfB-5
(I IlI[II .. . , 4.8 5.0 5.1 5.2 5.3 Maintenance The contractor shall be required within the limits of his contract to maintain the Cement Treated Base in good condition until all work
has been completed and accepted. Maintenance shall include immediate repairs of any defects that may occur. This work shall be done by the contractor at his own expense and repeated
as often as may be necessary to keep the area continuously intact. Faulty work shall be corrected. Any low areas shall be remedied by replacing the material for the full depth of treatment
rather than by adding a thin layer of Cement Treated Base to the completed work. CONSTRUCTION QUALITY CONTROL PROGRAM To insure that the construction phase of the Cement Treated Base
is in accordance with the provisions of these specifications, the following quality control testing program will be performed by a testing laboratory retained by the Contractor and approved
by the Engineer/Architect. Establish the field moisture density curve in accordance with ASTM ASTM D 558 or AASlITO T 134 (Standard Compactive Effort). The results of this test performed
on representative samples of ern obtained from the area being processed at a time of about midway through the initial compaction phase will establish the optimum moisture content to
be incorporated at the central mixing plant and the maximum density will serve as a basis for establishing the density for acceptance. The Field-Density of the compacted ern mixture
shall be determined by any of the following: (1) Nuclear Method ASTM D 2922, (2) Sand Cone Method ASTM D 1556, (3) Water Balloon Method ASTM D 2167. Where strength of Cement Treated
Base material is specified, compliance shall be determined by testing a set of three unconfmed cylinders molded from a representative sample of uncompacted Cement Treated Base material
taken within one hour from the addition of mixing water to the Cement Treated Base material. Strengths of Cement Treated· Base material shall be determined by compressive tests at seven
(7) days in accordance with ASTM D 1833, Paragraph 5, "Test Specimens." Paragraph 5.1.1, Method A specifies mold size. Specimens will be molded in accordance with ASTM D 558 Method B.
5.4 Visual inspection of loose and compacted thickness of the ern layer will be included in the report as well as observations on surface scaling, construction joints and curing. 6.0
MEASUREMENTS AND BASIS OF PAYMENT III 6.1 9020279 Measurements This work will be measured in square yards of completed and accepted Cement Treated Base course. ern-6
i· :I 6.2 Basis of Payment This work will be paid for at the contract unit price per square yard of completed and accepted Cement Treated Base course.. Contract unit prices will be full
payment for furnishing all materials, equipment, tools, labor, and incidentals necessary to complete the work and to carry out the maintenance provisions in these specifications. No
allowances will be made for any materials used or work done outside the lines established by the Engineer/Architect unless approved in writing prior to the work. END OF SEcnON em-,