.,,. 􀀨􀁾 ..f· ., GINN, INC. March 1, 1990 CONSlJLTING ENGINEERS Honorable Mayor and Council Town of Addison P.o. Box 144 Addison, TX 75001 Ladies and Gentlemen: It is with very deep
and mixed emotions that I resign as City Engineer for the Town of Addison via an addendum to our contract. It is difficult because Addison has been such a large part of my life for the
past seventeen years. The attached memo to Ron will help you understand this decision. I am very proud of the Town of Addison and will always be its ambassador. Great things are yet
to come to Addison and I commend you for your leadership to guide the Town into the future. It has been fun and exciting making ideas and dreams become realities. 􀁳􀀻􀁺􀁾􀁟􀂷__ H. 􀁗􀁡􀁾􀁇􀁩􀁮􀁮􀀬
P.E. HWG/dsp cc: Ron Whitehead, City Manager 17103 Prcston Road • Suite 100 • LB II R • Dallas. Texas 7524R • Phonc 214124R-4900
GINN, INC. CONS1JLTING ENGINEERS MEMORANDUM Date: March 1, 1990 To: Ron Whitehead, City Manager From: H. Wayne Ginn, P.E. 􀀱􀀱􀁾􀁾􀀧 Re: Addendum to Contract Attached is Addendum No.
1 to our contract dated February This request for approval is necessitated by changes in: current climate of Engineering; Ginn, Inc.'s role with the and by our desire to limit our liability.
PAST HISTORY: 1980. the Town; At the time we became associated with the Town of Addison in 1974, Mr. Cook was Mayor and Charles Howard was City Manager. Every road was two lane asphalt,
the water system was inadequate, a big lake with willows was located at the southeast corner of Belt Line and Marsh, a horse stable was located on the EI Fenix site, and the airport
had a crosswind runway. Our basic agreement was that we would serve as City Engineer on all matters pertaining to the Town at 60% of our standard billing rate in return for allowing
us to design the CIP projects. We would attend Council meetings and work sessions at no charge to the Town. We would look after the Town's interest and hire specialized consultants for
specialized studies or designs when needed. We thought, in the beginning, that this arrangement might last 4 or 5 years or until the first bond program was completed. Never did we envision
it lasting 17 years. since that beginning in 1974, we have worked for 3 Mayors, 23 Council members, and 5 City Managers. We have been through it both thick and thin, good and bad. As
a Consulting Engineer, we have enjoyed every minute of scratching ideas on napkins and seeing them through to completed projects. It has also been very gratifying, as a City Engineer,
working with developers and community leaders in representing Addison's interest to insure orderly growth. 17103 Preston Road • Suite 100 • LO 118 • Dallas, Texas 75248 • Phone 214/248-4900
Mr. Ron Whitehead March 1, 1990 Page 2 PRESENT: We did not want to resign during a time when Addison had a "dark cloud" hanging. Now that the Town is back on an even keel, it is time
to submit this addendum to our contract. The position of "City. Engineer" carries with it a tremendous responsibility for the health, welfare and safety of the public. It also carries
with it a dedication to put Addison first above all other projects and business interests. It, however, has also become a tremendous potential for liability due to the trend of a litigious
society that is encouraged to file frivolous lawsuits. Currently it carries a risk of liability that we can no longer accept. It is for this sole reason that we request this addendum
to our contract. This addendum does not affect any of the projects on which we are currently working. It is our desire to continue to provide professional services on any projects that
the Town might need. Additionally, we will continue to represent Addison's interest, on a consultant basis, on such matters as the Addison/Farmers Branch Sewer Tunnel, or any other Town
matters. FUTURE: Addison still faces many challenges in the development of the remaining undeveloped properties, the theater, and the redevelopment of the Addison Airport. Ginn, Inc.'s
desire is to continue its relationship with the Town of Addison on a consultant basis. Our corporate history, experience, and dedication to making Addison the very best makes us the
logical choice for future CIP projects. Thank you for your consideration in this matter.
, i GINN, INC. CONS1JLTING ENGINEERS ADDENDUM #1 TO: AGREEMENT FOR ENGINEERING SERVICES PUBLIC IMPROVEMENTS CITY OF ADDISON, TEXAS AND GINN, INC. CONSULTING ENGINEERS DATED FEBRUARY
1980 ===============================;================================ Delete the following: Page 15, Paragraph (14): Service: Represent City as city Engineer Compensation: sixty Percent
(60%) of hourly rates as shown on Attachment No. 2 (as amended April 1987) Requested: Ginn, Inc. Approved: Town of Addison By: By: Dated: 31!'tJ 7 Title: Dated: J7103 PresIon Road -Suite
100 • LB 118 • Dallas. Texas 75248 • Phone 2141248-4900
· , ...../.-.---' GINN, INC. April 8, 1987 Mr. Ron Whitehead, City Manager P.O. Box 144 Addison, TX 75001 Dear Ron: CONSLLTING ENGINEERS Periodically, we find it necessary to adjust
our billing rates to reflect current business costs. Attached is the billing rate that we will use during 1987. These rates will only apply to special assignments. Capital Improvements
Projects will remain as a construction. Our fees for percent of Ron, I believe this is the first time we have raised our rates to the Town of Addison since 1980. If you have any questions,
please call. We look forward to working with you during the coming year. Sincerely, 􀁦􀀡􀀱􀁾􀁾􀁟􀁁_ H. Wayne Ginn, P.E. Iss Enclosure cc: Randy Moravec 17103 Preston Road. Suite 100
• LB 118 • Dallas, Texas 752-l8 • Plll'ne 214 i 248--l900
􀁇􀁉􀁾􀁾􀀬 INC. RATE SCHEDULE April, 1987 POSITION 1. Principal Engineer 2. Senior Engineer 3. Project Engineer 4. Junior Engineer 5. Senior Draftsman/Designer 6. Draftsman 7. Draftsman
8. Secretary 9. Secretary 10. Clerk/Typist 11. Manager of Field Operations 12. Chief Inspector 13. Inspector 14. Inspector 15. Party Chief 16. Surveyor 17. Surveyor HOURLY RATE 100.00
80.00 70.00 60.00 60.00 40.00 30.00 35.00 30.00 25.00 .·50.00 45.00 35.00 30.00 35.00 30.00 25.00 /> 17\03 􀁲􀁲􀁴􀀺􀁾􀁴􀁬􀀩􀁮 ({pad • Suite 100 • LB 118 • 􀁲􀀩􀀻􀁽􀁬􀁬􀁡􀁾􀀮 Texas 7'i2<1.R
• rhnnc 214 :>lS--l900
GINN & CASE, INC. March 13, 1991 Mr. John Baumgartner, P.E. city Engineer Town of Addison P.o. Box 144 Addison, TX 75001 Re: Invoices Dear John: CONSULTING ENGINEERS This submittal is
in response to your letter dated March 8, 1991 and our subsequent meeting on March 12, 1991. Rather than belabor the issues with agreements and disagreements of issues, we feel that
it is better to list the positive results of the meeting as we understand them. 1. Liquidated damages: We believe the request for a determination of liquidated damages is premature and
not immediately available. This determination is normally made after a proj ect is completed. In accordance with your request, we are proceeding to prepare this document. It will take
several days but should be available next week. 2. completion date: The project should be complete within the next 3 weeks, weather permitting. 3. We estimate approximately 40 hours
of additional project administration time will be required to prepare the final punch lists and close-out out items. 4. We will be happy to supply any information you require. The invoice
is a summary of hours. Daily diaries are internal records for our use only; however, they are available for your review at any time. 5. Invoice #1020: Breakdown by Position and hours
Administration Beyond Completion Sr. Designer (GF) Secretarial (DP) 25.5 hours 1.0 hours Inspection Beyond Completion Sr. Designer (GF) 43.5 hours 17103 Preston Road • Suite 100 • Dallas,
Texas 75248 • Phone 214/248-4900 P.O. Box 796577 • Dallas, Texas 75379-6577 • FAX 214/931-1452
6. To date, we have incurred $3,622.50 of expense for material testing of the Mildred street Improvements which has not been billed to the Town. Taking this into consideration, our net
fee for inspection is only 2.1% of construction when the industry standard is 6% to 8%. 7. Attachments: new revised statement, appropriate credit memos, revised invoices, and Gabe's
memo regarding activities for Mildred street for the month of February 1991. For the record, we are not in total agreement with the $470.00 credit memo for Mildred street. It was for
work performed by us at the request of the Town and was not the amount previously agreed upon. Our acceptance of this is to ensure an amicable settlement so we can proceed to finish
the project. We trust that the resolution of these issues and procedures will enable you to promptly process future invoices. Thank you for the cooperative spirit in which you addressed
this matter. Sincerely, 􀁻􀁾􀁾􀀬'PoE. HWG/dsp enclosures cc: Ron Whitehead, city Manager Randy Moravec Greg Dunham Sanford W. Case, P.E. File 91130
Invoice Date -12 MAR 1991 SINN &CASE, INC. CONSULTINS ENS Page 1 Invoice Number -CRI0ll I NV0 ICE FROM: SINN &CASE, INC. CONSULTINS ENS TO: TOWN OF ADDISON P. O. BOX 796577 POST OFFICE
BOX 144 ATTN: RON WHITEHEAD, CITY MSR DALLAS TX 753796577 ADDIS[IN TX 75001 FOR: JOB 439 MILDRED STREET IMPROVEMENTS/ADDISON SCHEDULED ------WORK COMPLETED ------MATERIALS TOTAL CDMP
PCT BALANCE TO RETAINASE PHASE DESCRIPTION VALUE PREVIOUS THIS PERIOD STORED &STORED CMP FINISH AMOUNT 105 PLANS &SPEC INCOME 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 106 DESISN FEES 27,706.00
27,706.00 0.00 0.00 27,706.00 100 0.00 0.00 107 CONTRACT ADMIN 4,889.00 3,422.30 0.00 0.00 3,422.30 70 1,466.70 0.00 108 INSPECTION FEES 12,223.00 8,556.10 0.00 0.00 8,556.10 70 3,666.90
0.00 109 OTHER INCOME 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 260 EASEMENTS/ROW CREDIT PER JB/HWS CONFERENCE 2,757.50 3,227.50 470.00-0.00 2,757.50 100 0.00 0.00 315 ADMIN BEYOND COMPLE
1,565.00 1,565.00 0.00 0.00 1,565.00 100 0.00 0.00 330 INSPEC BEYOND CDMPL 1,957.50 1,957.50 0.00 0.00 1,957.50 100 0.00 0.00 601 SURVEY INS 8,742.00 8,742.00 0.00 0.00 8,742.00 100
0.00 0.00 605 BID ADVERTISEMENT 189.00 189.00 0.00 0.00 189.00 100 0.00 0.00 606 STRUCTURAL ENSR 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 607 ARCHITECT ENSR 0.00 0.00 0.00 0.00 0.00 0 0.00
0.00 608 LANDSCAPE ARCHITECT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 609 OTHER CONSULTANT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 610 ABSTRACT/TITLE 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 650
PRINTINS 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 651 CIJURIER 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 660 SPECIAL SERVICES/ROW 743.93 743.93 0.00 0.00 743.93 100 0.00 0.00 Final Total 60,772.93
56,109.33 470.00-0.00 55,639.33 92 5,133.60 0.00
Invoice Date -12 MAR 1991 Invoice Number -CR1011 SINN &CASE, INC. CONSULTINS ENS I NV0 ICE Page 2 FROM: SINN &CASE, INC. CONSULTINS ENG P. O. BOX 796577 DALLAS FOR: JOB 439 IX 753796577
MILDRED STREET IMPROVEMENTS/ADDISON TO: TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY MSR ADDISON TX 75001 TOWN OF ADDISON DESISN OF MILDRED ST--ADDISON RD TO QUORUM
DRIVE CONTRACT AMOUNT $407,431.55 DESIGN &ADMIN 32,595.00 INSPECTION 12,223.00 CONTRACT SUMMARY ORIGINAL CONTRACT SUM NET CHANGE BY CHANGE ORDERS CONTRACT SUM TO DATE TOTAL COMPLETED
AND STORED TO DATE RETAINAGE TOTAL EARNED LESS RETAINAGE LESS PREVIOUS CERTIFICATES FOR PAYMENT CURRENT PAYMENT DUE BALANCE TO FINISH, PLUS RETAINASE 60,772.93 0.00 60,772.93 55,639.33
0.00 55,639.33 56,109.33 470.00-5,133.60
GINN & CASE, INC. Principal Engineer Senior Engineer Project Engineer Junior Engineer Chief Designer Technician/Designer Draftsman Secretary Clerk/fypist Manager of Field Operations
Chief Inspector Inspector Computer Time Sub-Consultants Facsimile Printing: Zerox -In House Blue Line -In House All Other CONSULTING ENGINEERS APPENDIX A RATE SCHEDULE JANUARY, 1991
Hourly Rate $100.00 80.00 70.00 60.00 60.00 40.00 30.00 35.00 25.00 50.00 45.00 35.00 25.00 Actual Fee x 1.10 $1.00/page 0.08/page 1.00/sheet Actual Cost x 1.10 17103 Preston Road •
Suite 100 • Dallas, Texas 75248 • Phone 214/248-4900 P.O. Box 796577 • Dallas, Texas 75379-6577 • FAX 214/931-1452
IB-2 I IA-6 I ISF-A I 􀁉􀁆􀁆􀀭􀁾 I IC-3 I IB-2 I IA-7 I IB-1 I IB-1 I IB-1 I IB-1 I IB-3 I IB-1 I IC-4 I IFF-15 I IB-5 I IB-1 I IB-1 I IB-3 I IC-1 I IB-1 I ISF-B I IFF-17 I /8-1 I IB-3
I ISF-A I ISF-B I IB-41 IA-1 I ISF-B I IA-1 I IFF"';15 I IB-2 I IA-1 I IC-2 I ISF-B I. 􀁉􀁆􀁆􀀭􀀱􀁾 I IB-4 I IB-6 I IACADEMY DRIVE IADDISON IACADEMY DRIVE IADDISON IADDISON AREAS (ORfGINALS)
IADDISON IADDISON MAPS (ORIGINALS) IADDISON IADDISON PARK IADDISON IADDISON PARK IADDISON IADDISON PARK IADDISON 1ADDISON ROAD DRAINAGE 1ADDISON, IADDISON ROAD PHASE 2 IADDISON 151 IADDISON
ROAD PRO-RATA 1ADDISON 155 'ADDISON ROAD QUANTITIES IADDISON IADDISON ROAD SIGNALS IADDISON IADDISON ROAD STORM SEHER JADDISON 155 IADDISON ROAD (DESIGN) IADDISON 155 IADDISON ROAD (ORIGINALS)
, IADDISON 153 IADDISON ROAD (WATER/SEWER) IADDISON IADDISON ROAD/KELLER SPRINGS IADDISON IADDISON ROAD/KELLER SPRINGS IADDISON 201 IADDISON STREETSCAPE IADDISON 156 IADDISON WATER IMPROVEMENTS
IADDISON 156 IADDISON WATER IMPROVEMENTS \ADDISON 156 IADDISON WATER IMPROVEMENTS (ORIGINALS) IADDISON 156 IADDISON WATER IMPROVEMENTS (ORIGINALS) IADDISON /ADDISON WATER PHASE '2 IADDISON
IADDISON/BELT LINE SIGNALS IADDISON IADDRESS OVERLAY (ORIGINALS) IADDISON IAERIALS OF RAILROAD LOWERING (ORIGINALS)IADDISON IAIRPORT IADDISON 195 IAIRPORT AUTO PARKING IADDISON IAIRPORT
LAYOUT (ORIGINALS) IADDISON 233B IAIRPORT .NORTH 40 IADDISON 195 IAIRPORT PARKWAY (ORIGINALS) IADDISON 166 IAIRPORT WATER MAIN IADDISON 233A IAIRPORT (CHICAGO TITLE) IADDISON 233 IAIRPORT
(DESIGN) IADDISON IAIRPORT (NEGATIVES) " IADDISON IAIRPORT (ORGIGNALS) IADDISON 195 IAIRPORT (PARKING) IADDISON 233A IAIRPORT (R-R INVESTMENTS) IADDISON JOB NO. IPROJECT NAME (DESCRIPTION)
IOWNER/CITY IFILED I _________ J 1 1 1 IBLANK MYLAR I IFF-36 I 􀁉􀁃􀁾􀁃􀁔􀁉􀁏􀁎 PAPER I 􀁾􀀳􀀶 I IFULL 􀁾 1 􀁟􀁾 IFF-36 I IMASTERS (COlfER SHEETS) 􀁾􀀭􀀭􀀭􀀭 IFH I IMASTERS 􀀨􀁑􀁕􀁁􀁎􀁲􀁲􀁾􀀯􀁉􀁎􀁄􀁅
􀁘 SHEETS) ///I IFF-1 I IMISC. NEGATIVES OINmATEVER //I 􀁉􀁆􀁆􀀭􀁾􀁬 I IPLAN/PROFILE//-I IFF-36 I IPRINT PAPER /"',,-I IFF-35 I IQUAD MAPS ' 􀁾 I IFF-37 I ISEPIA MYLA 􀁾 IFF-35 I ISTAND
DETAILS (DALLAS) I 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾 IFF-2 I IS ARD DETAILS (GARLAND) I ----, IFF-2 " ........" , .•.1 • ,JOB NO. IPROJECT NAME (PESCRIPTION) IOWNER/CITY IFILED I ---------I------------􀁾􀁟1
1 1 IAIRPORT/OVERLAYS (ORIGINALS) IADDISON ISF-A I 􀀧􀁾􀀢􀀭􀀢􀀭􀀧􀀭􀀧􀁬􀀧􀀺􀀮􀁾􀁟􀁾􀁾􀀭􀀮 􀀮􀁟􀀬􀀮􀀻􀀬􀀺􀀢􀀻􀁾􀀮􀁾􀀺􀀬􀁾􀁟􀀮􀁾􀀻􀀧...􀀺􀁾􀁾􀀱􀁾􀁾􀀺􀀺􀁾􀁾􀀻􀀰􀁾􀁾􀂮􀀻􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀻􀂷􀀺􀁾􀂷􀀺􀀮􀁾􀁾􀀺
􀁾 􀀭􀀺􀀪􀁴􀀺􀀺􀁾􀂷􀁾􀁾􀀺􀀺􀀺􀀮􀀭􀁤􀁪􀁾􀁾􀂷􀀺
JOB NO. IPROJECT NAME (DESCRIPTION) ,OWNER/CITY IFILED I _________ 1 1 1 1 1ARAPAHO CENTER (ORIGINALS) 'ADDISON IARAPAHO/MARCY 1ADDISON 177 IARAPAHO/QUORUM TOPO IADDISON 177 lARAPAHO/QUORUM
(ORIGINALS) IADDISON IBARSHELL BROADWAY IADDISON IBASE MAP GRID IADDISON IBASE MAP OVERLAYS (ORIGINALS) IADDISON IBASE MAP (ORIGINALS) IADDISON 'BASE MAPS 29-38 (ORIGINALS) 'ADDISON
IBASE MAPS (ORIGINALS) 1ADDISON ' IBASE/AIRPORT MAP (NEGATIVES) IADDISON IBELL BRANCH SAN. SEWER IADDISON IBELLBROOK IADDISON IBELT LINE AERIALS (ORIGINALS) IADDISON IBELT LINE .PULL
BOXES IADDISON IBELT LINE ROAD STORM SEWER IADDISON 171 IBELT LINE ROAD (ADDISON) IADDISON 171 IBELT LINE ROAD (DESIGN) 1ADDISON IBELT LINE ROAD (NOEL/PRESTON) IADDISON 171 IBELT LINE
ROAD (ORIGINALS) IADDISON IBELT LINE STORM SEWER (ORIGINALS) IADDISON 'BELT LINE/INWOOD 'ADDISON IBELT LINE/MARSH IADDISON IBELT LINE/MARSH BUSINESS PARK 1ADDISON IBELT LINE/MONTFORT
AREA 1ADDISON IBELT LINE/SURVEYOR 'ADDISON 280 IBELT LINE/SURVEYOR 'DRAINAGE (DESIGN) IADDISON 280 IBELT LINE/SURVEYOR DRAINAGE (ORIGINALS) IADDISON IBELT LINE/SURVEYOR OFFICE PROJECT
IADDISON 196 IBELTWAY STORM SEWER IADDISON IBENT TREE PLAZA PKWY/MASTER PLAN IADDISON 87326 IBOUNDARY SURVEY IADDISON 309 IBROADWAY STREET PAVING (ORIGINALS) IADDISON 287 IBROADWAY STREET
WATER (ORIGINALS) IADDISON 331 IBROOKHAVEN DRIVE REPAIRS (ORIGINALS) 'ADDISON 184 IBROOKHAVEN DRIVE SEWER IADDISON 215 ICELESTIAL 6MG GROUND STORAGE (DESIGN) IADDISON 215 ICELESTIAL
6MG GROUND STORAGE (ORIGINALS)IADDISON 217 ICELESTIAL PUMP STATION '(DESIGN) IADDISON 217 \CELESTIAL PUMP STATION (ORIGINALS) IADDISON 226 ICITY HALL ANNEX (DESIGN) IADDISON ICITY LIMITS
MAP (ORIGINALS) IADDISON 87369 ICREEK SYSTEM (ORIGINALS) IADDISON 216 ICROSSTOWN WATERLINE (DESIGN) IADDISON 216 ICROSSTOWN WATERLINE (ORIGINALS) IADDISON IDALLAS 36' WATER (BELT LINE
ROAD) IADDISON IDALLAS 84' WATER IADDISON 223 IDALLAS PARKWAY (ORIGINALS) IADDISON 235 IDALLAS PKWY. 24' WATER IADDISON 1FF-12 I IB-3 IB-3 1FF-14 ,A-2 IBF-AS IFF-6 ISF-A ISF-B IFF-4
ISF-A IB-6 IA-2 ISF-B IB-4 IB-1 IB-6 IC-3 IB-6 I IFF-16 I IFF-16 1 IB-1 I IB-3 I IB-5 I IBF-A14/IB-3 I IC-3 1 IFF-12 1 IB-4 I IB-5 I IA-1 I IBF-A151 IFF-14 , IFF-14 I IFF-12 I IB-4 1
IC-1 I IFF-13 1 IC-1, I IFF-13 1 IC-2 I ISF-A 1 IFF-12 I IC-4 I IFF-14 I IA-4 1 IA-5 1 IFF-17 I IB-5 /
••.􀁾 ll:, ..•. ,. . 􀁾􀁜 . , '. 􀀻􀀮􀀧􀁴􀀧􀁾􀀬 " .\ .'. ".": 􀁾􀁟C-'; . I . 􀁾 • ', . . JOB NO. IPROJECT NAME (DESCRIPTION) IOWNER/CITY IFILED I _________ 1 1 1 1 235 IDALLAS PKWY.
3D' WATER IADDISON 235 IDALLAS PKWY. 8' WATER (BELT LINE/ALPHA) IADDISON 235 IDALLAS PKWY. SOUTH WATER MAIN IADDISON. IDALLAS PKWY. (635/BELT LINE) IADDISON. IDALLAS PKWY. (BELT LINE/KELLER
SPRINGS) IADDISON IDALLAS PKWY. (GENERAL LAYOUT) 1ADDISON IDALLAS TOLLWAY IADDISON IDAL-MAC DELEVOPMENT IADDISON 152 IDOOLEY ROAD METER STATION IADDISON 136 IDooLEY ROAD WATER 1ADDISON
136 IDOOLEY ROAD WATER (DESIGN) IADDISON 263 IDOOLEY/KELLER SPRINGS (DESIGN) IADDISON 263 IDOOLEY/KELLER SPRIHGS(.ORIGINALS) 1ADDISON 141 IELEVATED STORAGE TANK (ORIGINALS) IADDISON
349 IELEVATIONS FOR RUNWAY EXTENSION (ORIG.) tAODISON IFACTORY STREET WATER IADDISON IFARMERSBRANCH SEWER LINE 1ADDISON IFARMERSBRANCH SEWER SYSTEM 1ADDISON IFARMERSBRANCH SEWER SYSTEM
(ORIGINALS) IADDISON IFARMERSBRANCH WASTEWATER INTERCEPTOR IADDISON jFARMERSBRANCH WASTEWATER INTERCEPTOR(O) IADDISON 195 IFIRE STATION NO. 1 IADDISON 225 IFIRE STATION NO.2 (ORIGINALS)
IADDISON IGREENHILL PARK 1ADDISON IGREENHILL SCHOOL (BOUNDARY/TOPO) IADDISON IGRID/ADDRESS MAPS (ORIGINALS) IADDISON 141 IGROUND STORAGE 2MG (DESIGN) IADDISON '141 IGROUND STORAGE TANK
2MG (ORIGINALS) IADDISON 141 IGROUND STORAGE TANK SITE. IADDISON 183 IHANGER ROAD (DESIGN) IADDISON 183' IHANGER ROAD (ORIGINALS) IADDISON IHURD DELEVOPMENT SURVEY IADDISON 176 lINWOOD
ROAD IMPROVEMENTS IADDISON lINWOOD ROAD (DALLAS) IADDISON 176 lINWOOD ROAD (DESIGN) jADDISON lINWOOD ROAD (FARMERSBRANCH) /ADDISON 176 IINWOOD ROAD (GAS MARK:'UPS) IADDISON 176 lINWOOD
ROAD (ORIGINALS)' 1ADDISON 136 lINWOOD SEWER/DOOLEY WATER (ORIGINALS) IADDISON 145 lINWOOD/BELT LINE INTERCHANGE IADDISON IJIM MILLER BROADWAY IADDISON IKELLER SPRINGS ROAD TRACTS IADDISON
228 ILAKE FOREST/BELT LINE 1ADDISON 172 ILAKE FOREST/BROOKHAVEN DRAINAGE IADDISON 172 ILAKE FOREST/BROOKHAVEN DRAINAGE (ORIG.) IADDISON ILES LACS ' 1ADDISON ILES LACS GARDEN HOMES IADDISON
ILES LACS HOMES IADDISON ILES LACS PLAZA IADDISON IB-5 IB-2 IB-3 IB-2 IB-2 IB-2 IA-7 IB-5 IB-1 IB-1 IC-2 IC-2 IFF-12 I IFF-17 I ISF-A I IA-6 I IB-4 1 IA-6 1 ISF-A I 1BF-A9 I ISF-A 1
IB-5 I IFF-12 1 IBF-A7 1 IBF-Al0j . ISF-A IC-2 IFF-17 IB-1 IC-3 IFF-14 IA-2 IB-l IA-6 IC-3 IB-5 IB-2 IFF-17 IFF-16 IB-1 IA-l IB-2 IB-4 IB-2 IFF-16 IA-1 IB-6 IB-3 IB-4
JOB NO. IPROJECT NAME (DESCRIPTION) IOWNER/CITY IFILED 1 _________ 1 1 1 1 ILES LACS VILLAGE IADDISON IB-3 ILES LACS VILLAGE (PAVING) IADDISON IB-4 ILIBERTY PLAZA IADDISON IA-1 ILIBERTY
PLAZA MASTER PLAN IADDISON IBF-A12 269 ILINBERG ROAD EXTENSION IADDISON IB-2 181 ILINBERG ROAD (ORIGINALS) IADDISON IFF-17 197 IMARSH LANE IADDISON IB-4 IMARSH LANE PROJECT/CARL SliMMERS
IADDISON IB-5 197 IMARSH LANE R.O.W. (ORIGINALS) IADDISON IFF-17 152/211 IMETERING STATIONS (DESIGN) IADDISON IC-l 152/211 IMETERING STATIONS (ORIGINALS) IADDISON " IFF-16 IMIDWAY DITCH
ALTERNATE SCHEME 'ADDISON IB-3 IMIDWAY MEADOWS IADDISON IB-3 IMIDWAY ROAD IADDISON IA-7 IMIDWAY ROAD IADDISON IA-2 187 IMIDWAY ROAD EXTENSION IADDISON IB-l 112 IMIDWAY ROAD SAN. SEWER
(ORIGINALS) IADDISON IFF-16 IMIDWAY ROAD (CARROLLTON) IADDISON ",B-5 175 1MIDWAY. ROAD .(DESISN) IADDISON IC-3 IMIDWAY ROAD (FARMERSBRANCH) IADDISON IA-7 IMIDWAY ROAD (KELLER SPRINGS/DOOLEY)
IADDISON IB-3 187 IMIDWAY ROAD (ORIGINALS) 􀁾􀁁􀁄􀁄􀁉􀁓􀁏􀁎 IFF-16 175 IMIDWAY ROAD (ORIGINALS) 1ADDISON IFF-17 IMIDWAY ROAD (TOPO) IADDISON IBF-All 287 IMIDWAY/BELTWAY INTERSECTION
(ORIGINALS) IADDISON IFF-12 IMIDWAY/SPRING VALLEY IADDISON IA-7 IMISC. DRAINAGE PROJECTS (ORIGINALS) IADDISON IFF-17 236 IMISC. SIGNALS (ADDISON/AIRPORT PKWY) IADDISON IFF-8 236 IMISC.
SIGNALS (ADDISON/ARAPAHO) IADDISON IFF-8 236 IMISC. SIGNALS (ADDISON/BROADWAY) /AQDISON IFF-8 236 IMISC. SIGNALS (ADDISON/KELLER SPRINGS) IADDISON IFF-8 236 IMISC. SIGNALS (ADDISON/SOJOURN)
IADDISON IFF-8 236 IMISC. SIGNALS (ADDISON/WESTGROVE) IADDISON" IFF-8 188 IMISC. SIGNALS (BELT LINE/BELTWAY) IADDISON IFF-8 "188 IMISC. SIGNALS (BELT LINE/COMMERCIAL) IADDISON IFF-8
188 IMISC. SIGNALS (BELT LINE/FIRE STATION) IADDISON IFF-8 188 IMISC. SIGNALS (BELT LINE/INWOOD) IADDISON IFF-8 188 IMISC. SIGNALS (BELT LINE/MARSH) IADDISON IFF-8 188 IMISC. SIGNALS
(BELT LINE/MIDWAY) IADDISON IFF-8 188 IMISC. SIGNALS (BELT LINE/QUORUM) IADDISON IFF-8 188 IMISC. SIGNALS (BELT LINE/SURVfYOR) IADDISON 1FF-8 291 IMISC. SIGNALS (LINBERG/MIDWAY) IADDISON
IFF-8 291 IMISC. SIGNALS (MIDWAY/BELTWAY) IADDISON IFF-8 311 ,MISC. SIGNALS (MIDWAY/PROTON) IADDISON IFF-8 261 IMISC. SIGNALS (QUORUM/A1RPORT PKWY) IADDISON IFF-8 261 IMISC. SIGNALS
(QUORUM/ARAPAHO) IADDISON IFF-8 261 IMISC. SIGNALS (QUORUM/KELLER SPRINGS) IADDISON IFF-8 --261 IMISC. SIGNALS (QUORUM/WESTGROVE) IADDISON IFF-8 207 IMISC. SIGNALS "(SPRING VALLEY/MIDWAY)
IADDISON IFF-8
JOB NO. IPROJECT NAME (DESCRIPTION) IOWNER/CITY IFILED I _________ 1 1 1 1 IMONTFORT DRIVE IADDISON IA-6 I IMONTFORT DRIVE STORM SEWER 1ADDISON IB-1 1 INEW DOOLEY ROAD 1ADDISON IB-4
I 293 INEW RATLIFF LANE (DESIGN) /ADDISON IC-1 I 293 INEW RATLIFF LANE (ORIGINALS) 1ADDISON 1FF-12 1 'NOEL ROAD 12" WATER IADDISON /B-6 1 /NORTH/SOUTH QUADRANTS (ORIGINALS) /ADDISON
ISF-B I IOAK BEND ESTATES IADDISON IB-6 1 1OAKS NORTH WATER/SEWER IADDISON IA-1 1 IOAKS NORTH (DRAINAGE STUDY) IADDISON IB-5 I 242 IOLD ADDISON IADDISON IBF-A5 242 IOLD ADDISON (NEGATIVES)
IADDISON . /SF-B 242 IOLD ADDISON (NEGATIVES) IADDISON ISF-A 222 IOLD TOWN ADDISON IADDISON IBF-AI3 222 IOLD TOWN ADDISON (ORIGINALS) 1ADDISON ISF-A 222 IOLD TOWN ADDISON (ORIGINALS)
IADDISON IFF-14 309/287 IOLD TOWN/BROADWAY PAVING-HATER (DESIGN) IADDISON IC-l IOLD HATER/SEHER/ZONING MAPS (ORIGINALS) IADDISON ·ISF-A IPALMER NATIONAL BANK 1ADDISON IA-6 IPLAZA AT
THE QUORUM 2 IADDISON IA-6 IPOWER EASEMENT IADDISON IBF-A5 IPRESTON MEADOWS IADDISON IB-2 217 IPUMP STATION FIRST SITE IADDISON IBF-A3 149 IPUMP STATION &MAINS (ORIGINALS) IADDISON IFF-17
I IQUORU!LCaUER IADDISON IA-l 1 203 IQUORUM DRIVE (ORIGINALS) IADDISON IFF-14 1 203 IQUORUM DRIVE -1/2 SIZE (ORIGINALS) /ADDISON IFF-14 I IQUORUM NORTH 1ADDISON IB-2 1 203 .1QUORUM ROAD
(DESIGN) 1ADDISON jC-3 I /QUORUM SOUTH /ADDISON IBF-AI2 IQUORUM SOUTH 1ADDISON IB-2 IQUORUM WEST IADDISON /B-2 IQUORUM WEST IADDISON IA-7 147 IRATE·OF FLOW CONTROLLER IADDISON . IB-2
IRATLIFF LANE (ORIGINALS) IADDISON IFF-16 IRETAIL DELEVOPMENT (BELT LINE/INWOOD) IADDISON IB-5 IRETAIL SITE AT INWOOD ROAD 1ADDISON IB-l ISAN. SEWER (NOEL/BELT LINE) IADDISON IB-3 ISEASHELL
RESTAURANT 1ADDISON IB-1 ISERVICE.CENTER 1ADDISON IA-6 290 ISERVICE CENTER EXPANSION IADDISON IB-6 290 ISERVICE CENTER SURVEY 􀀨􀁏􀁒􀁉􀁇􀁉􀁾􀁁􀁌􀁓􀀩 IADDISON IFF-12 ISEHER LINE (PKWY/ADDISON
RD.) ·IADDISON IB-5 ISEHER MAP IADDISON IBF-AS ISEWER MAP (MARK-UPS) , 1ADDISON IBF-AI3 152 ISEWER METERING STATION IADDISON IB-5 331 ISOPRAS CIRCLE (ORIGINALS) /ADDISON IFF-12 I ISOUTHRIOGE
ESTATES IADDISON IB-2 I ISPECTRUM DRIVE MEDIAN MODIFICATIONS IADDISON IB-4 I
• JOB NO. IPROJECT NAME (DESCRIPTION) IOWNER/CITY IFILED _________ 1 1 1 _ 178 ISPRING VALLEY ROAD IADDISON 18-4 ISPRING VALLEY ROAD LAYOUT IADDISON 18F-A9 178 ISPRING VALLEY ROAD (DESIGN)
IADDISON IC-4 178 ISPRING VALLEY ROAD (ORIGINALS) IADDISON IFF-15 ISPRING VALLEY WATER/SEWER IADDISON 18-4 1SPRING VALLEY/MARSH LN. CENTRE 1ADDISON 1A-1 ISPRINGHAVEN APARTMENTS IADDISON
18-3 ISQUARE FOOTAGES IADDISON IBF-A3 1STANDARD· DETAILS (ORIGINALS) IADDISON IFF-3 ISTREET MAP IADDISON IBF-A2 ISTREET MAP (ORIGINALS) IADDISON . ISF-A ISUNBELT BUSINESS PARK IADDISON
IB-5 ISUN8ELT CORP. HEADQUARTERS IADDISON IBF-A8 ISURVEYOR PUMP STATION (DESIGN) 1ADDISON IC-4 ITHE ATRIUM IADDISON 1B-4 ITHE WOODS· 1ADDISON IA-1 ITHOROUGHFARE MAP (ORIGINALS) IADDISON
ISF-B ITOLLWAY AERIAL IADDISON IA-7 ITOLLWAY 80RING IADDISON IA-7 ITOLLWAY CONSTRUCTION 1ADDISON IA-7 145 ITOLLWAY CROSSINGS IADDISON IA-7 ITOLLWAY GRADES 1AnDISON IA-7 ITOLLWAY PAVING
1ADDISON IA-7 228 ITOWN HALL ANNEX (ORIGINALS) 1ADDISON IFF-17 ITOWN HALL SHOPPING CENTER 1ADDISON IB-2 164 ITOWN HALL STREET (ORIGINALS) IADDISON IFF-16 ITOWN HALL (TREE LOCATIONS)
1ADDISON IB-4 ITRAFFIC FLOW 1ADDISON IBF-A2 ITRAFFIC FLOW IADDISON IBF-A4 ITRAFFIC FLOW (ORIGINALS) IADDISON ISF-A 182 1VOSS/DOOLEY SAN . SEWER . 1ADDISON 18-2 182 IVOSS/DOOLEY SEWER
(DESIGN) IADDISON IC-2 IVOSS/DOOLEY SEWER (ORIGINALS) IADDISON' IFH5 JWATER MAP IADDISON IBF-A8 IWATER/SEHER MAPS IADDISON IBF-A9 IWATER/SEWER OVERLAYS (ORIGINALS) IADDISON ISF-A IWATER/SEWER
(SEPIAS) IADDISON ISF-A . 1WATER/SEWER/DRAINAGE IMPROVEMENTS (ORIG) IADDISON IFH 7 IWATER/SEWER/ZONING MAPS (ORIGINALS) IADDISON IFF-5 IWEST DRIVE/RUNYON ROAD IADDISON IB-1 IWESTGROVE
AT LIBERTY PLAZA , IADDISON IA-1 192 IWESTGROVE/VOSS DRAINAGEIADDISON IB-4 192 IWESTGROVE/VOSS (ORIGINALS) IADDISON IFF-15 324 IWHITEROCK JOGGING TRAIL (ORIGINALS) IADDISON IFF-12 219
IWINNWOOD SEWER (DESIGN) IADDISON IC-1 219 IWINNHOOD SEWER (ORIGINALS) IADDISON IFF-13 87328 /WINNWOOD/CELESTIAL PHASE 3 (ORIGINALS) IADDISON IFF-13 265 IWINNWOOD/CELESTIAL ROAD (DESIGN)
IADDISON IC-3 265 IWINNWOOD/CELESTIAL (ORIGINALS) IADDISON IFF-13
J_O_B__N__O_. __ I1P_R.OJEC._T•N•AME (DESCRIPTION) l1OHNER/CITY I1FILED I1 IZONING MAP IADDISON IBF-A121 IZONING MAP (PRELIMINARY) IADDISON IBF-A141 IZONING (SEPIA). IADDISON ISF-A 1
IIONING/SEHER MAPS IADDISON IBF-A9 I IlONING/STREET MAPS (ORIGINALS) IADDISON ISF-A I IFARMERSBRANCH 16' HATER IADOSION 18-4 1 . :;. .. \.'. ':".' .. '.... r M'-' . ';1.. 1.• ,_ 􀁾􀀮
: ).1.
Eat 4_ MMI.hUq;.;,liNllQ., PAl) i CITY ENGINEER'S OFFICE Post Office Box 144 Addison. Texas 75001 (214) 450-2886 16801 Westgrove February 25, 1991 Wayne Ginn, P. E. Ginn & Case, Inc.
Consulting Eng. P. O. Box 796577 Dallas, Texas 75379-6577 RE: Invoice 1011 -Mildred street Improvments Item 260 Resolving Benchmark/Grades Dispute Dear Wayne: Per our conversation on
February 25, 1991, the amount requested for item 260 has been adjusted to $250.00. This amount is intended to cover the costs associated with relating Cadence's benchmark to Center!
ine' s and determining that the basis of el evation was different. If you have any additional information regarding this issue please call me, if not, please issue a credit for the $470.00
difference. John City 􀁊􀁃􀁾􀁃􀁬􀁁􀁾'l-z..>' '11 R. Baumgar ner, P. E. Engineer JRB/rp
MILDRED STREET IMPROVEMENTS -TOWN OF ADDISON TIME JUSTIFICATION FOR MONTH OF FEBRUARY, 1991 FOR GABE FAVRE FEB 1 -2 1/2 hours {admin) ... discussed plans for next week with the contractor
••. discussed plans for Saturday (2-2-91) doing the alley paving and the Julian Street asphalt work. Discussed with Cadence Group superintendent and then Cunningham Architects the location
of Station 4+28.56, centerline of drop off area ••• after much discussion, it was agreed by all present that we should move the "point" approximately 7" east to accommodate the present
location of the building ... as this would work best where the building is now located. Additionally, we discussed with Cunningham the elevations of the proposed grades for the pavement
in the drop off area to be sure it agreed with what he wanted to accomplish. We had the contractor verify the grades of the building's walk to determine what the top curb grade should
be to be in accordance with Cunningham's plans. FEB 2 -2 hours ... site visit to verify that asphalt work was being done ... no workers on site.•• no charge to project time. FEB 4 -1/2
hour {admin) .•• site visit to discuss with contractor additional saw cutting in alley for preparation of pavement. FEB 5 -1 hour {admin) ... phone calls to and from contractor, discussing
requirements for densities for flex base and sUbgrade material for area of Julian Street being prepared for asphalt. Contacted lab for densities to be taken on project. FEB 6 -1 hour
{admin) ..• site visit today, after rains yesterday, to determine ifcontractor was working ••• excavation subs were working to dry out the base ••. witnessed TU Electric crews working on relocating the power poles which were in conflict with construction.••
phone calls to contractor to determine status of when work was to continue. FEB 7 -2 hours {admin) ... site visit with contractor to discuss in more detail the alley pavement ••• we
walked the alley and discussed the potholes, alligator cracks and general poor condition of the alley and to what extent the contractor was responsible ... returned to office and contacted
contractor to discuss fully what was to be done ••• discussed the placement of lime which was beginning today... and schedule for next week. FEB 8 -3 hours {admin) ... site visit with
Rick Waters of Centerline contractors to discuss the alley pavement and their responsibility.•. after reviewing the area in detail, and visiting with Ann Cavin regarding the area in
front of her house, the contractor agreed to repave the asphalt as we discussed. Additionally I contacted Robin Jones to set up meeting at 2 p.m. today to visit site and have further
discussions as to what area needs to be repaved by contractor at no cost to city and what could be done for the other areas that were in poor state of disrepair ... Met with Robin and
Bruce Ellis at 2 p.m. Later, Robin returned my call and advised us that $2500 was allocated to proj ect for additional asphalt work to fully pave the alley portions that were in bad
shape. GINN & CASE, INC. -PROJECT NO. 439 15 MAR 91
MILDRED STREET IMPROVEMENTS -TOWN OF ADDISON TIME JUSTIFICATION FOR MONTH OF FEBRUARY, 1991 FOR GABE FAVRE FEB 11 -5 1/2 hours (3 1/2 -admin. and 2 -inspect.) ••• reviewed alley areas
that were removed earlier to determine if they met requirements our last discussions ..• contacted lab personnel to come out and take gradations of materials that is being placed for
base material •.. initial review of pay application received today •.. inspected re-mixing of north paving lanes subgrade work..• inspected placement of 2" irrigation pipe at drop off
area. FEB 12 -5 hours (3 -admin. & 2 -inspect.) ...meeting in field with Ann Cavin. Asphalt contractor told her some things that were incorrect and she was concerned... discussed with
contractor and his asphalt sub areas that will be done as discussed with Rick Waters yesterday•.. met with Robert Wood and Slade strickland on southeast corner of Julian and Broadway
to discuss cleanup of McFarland property... got back with contractor and relayed message of cleanup to him..• witnessed placement of asphalt in alley as patch work was being done contacted
lab to take densities of subgrade work being done advised lab of location of densities to be taken ... checked depths of base material for correct thickness as per plans. FEB 13 -4 hours
(3 -inspect. & 1 admin.) ... had to contact lab to verify the proctors and densities taken yesterday .•• inspecting final grading of base material ... had lab retake densities that failed
yesterday•.. contacted contractor as to why the asphalt was not completed. FEB 14 -3 hours (2 inspect. & 1 admin.) ... resolved conflict with our contractor and Cadence contractor regarding
setting of crane to pump concrete, onto the newly completed base material ••• phone call from Cadence requesting that our contractor allow him to set his pumper trucks on the sub-base
material ... contacted labs about retesting done yesterday ..• some still failed had to retest again today. FEB 15 -3 hours (inspect) •.. reviewed forms set for 22.5' pavement, verify
depths of proposed pavement ••. reviewed alley paving, which was completed by 10 a.m .•.• discussed the abandonment of the manhole in Mildred Street and how it should be done ... contacted
lab about yesterdays densities and new moistures that were taken. FEB 18 -2 hours (1-inspect. & 1 admin.) ... inspected the final grading and grades for the paving to be done •.. inspected
the forms and checked depths and dimensions ... discussed with contractor considerations of how the blockouts should be done and means of work sequence for the concrete pour. FEB 19
-1 hour (inspect.) ••• steel inspection and final subgrade inspection •.. discussed blockouts and their location and construction in vicinity of drives and alley. GINN & CASE, INC. -PROJECT
NO. 439 15 MAR 91
MILDRED STREET IMPROVEMENTS -TOWN OF ADDISON TIME JUSTIFICATION FOR MONTH OF FEBRUARY, 1991 FOR GABE FAVRE FEB 20 -4 1/2 hours (inspect.) ••• inspected concrete pour today... began at
7:45 am... had problems with paving machine and had to do some hand work•.• contractor stopped short of full days work due to those problems ••• had to repair machine ••• made sure header
was properly set and that finishwork was done properly... returned later to verify that curing compound was placed properly. FEB 21 -9 hours (inspect.) ••• began pouring concrete where
they left off yesterday ... poured over 300 yards of concrete today...was there to inspect all of the work, including the finish, curing and saw cutting of yesterdays work... had onsite
discussion with Slade strickland about the removal of the TU Electric poles that are still located in the bus lanes. FEB 22 -2 hours (inspect.) ••. reviewed the saw joints and proposed
joints that will be done today .•. verified that barricades were in place ..• inspected traffic interconnect being placed today. FEB 23 -1 hour (admin.) ..• site visit on Saturday to
see if contractor was working and verify that barricades were still in place.•. no charge to project time. FEB 25 -3 hours (admin) ••• phone calls to and from Bruce Ellis regarding barricades
being down on Mildred Street ••• contacted contractor and went out to site to verify what was going on... recontacted contractor to have him contact his barricades people to get barricades
properly placed ••• discussed with contractor and sub the correct location of the interconnect that was continuing to be placed today from Julian Street to Addison Road ... FEB 26 -3
hours (admin) .•• contacted contractor again concerning the barricades had to go back out to site to verify that it would be done preliminary discussions with contractor about next months
pay application quantities as to what would be able to be paid and what was not eligible for paYment ... discussed the sequence of work for next few days for pouring bus lane concrete
and curbing, etc. FEB 27 -4 hours (1 admin. & 3 inspect) •.• Contacted Slade strickland to advise him that forms would be set in area of dropoff and for him to contact Cunningham, if
he wanted, to review the grades that were set ••• visited site and discussed with Cunningham the grades .•. reviewed forms and grades for the bus lanes and the brick pavers construction.
FEB 28 -10 hours (inspect) ... pouring bus lanes and drives today along with the drop-off area ••• worked from 7:30 a.m. to 7:30 p.m. GINN & CASE, INC. -PROJECT NO. 439 15 MAR 91
.,'\ j CITY ENGINEER'S OFFICE Post Office Box 144 Addison, Texas 75001 (214) 450-2886 16801 Westgrove March 8, 1991 H. Wayne Ginn, P. E. Ginn & Case, Inc. P. O. Box 796577 Dallas, Texas
75379-6577 Re: Mildred street Improvements -Invoice Number 1020 Dear Wayne, Thank you for taking the time to discuss invoice 1020 and your philosophy with regard to additional services
for the construction administration and inspection services provided by your firm. After reviewing the Agreement between the Town of Addison and Ginn, Inc. dated March 24, 1980 it does
not appear that construction phase services are tied to the length of the construction schedule. However, it appears that there may be basis for additional compensation based on historical
precedent. In an effort to determine a fair val ue for addi tional services please provide the following information: 1. The Engineers evaluation/recommendation with regards to liquidated
damages. If you are recommending the assessment of liquidated damages, is the contractor aware of your recommendation and what is their position? 2. Please provide an updated construction
schedule. 3. In conjunction with the construction schedule, provide and estimate of your additional services and the basis for that estimate to complete the project. 4. On future invoices
pI ease provide a more detai 1ed summary of the services provided. This summary could include a copy of the daily log maintained by the inspector with a summary of hours. 5. For invoice
1020 please provide a detailed breakdown of hours by position and a copy of the inspection reports for the billing period.
Thank you for your help with these issues. Please call me if you have any questions since your response is necessary to 􀁾􀁲􀁯􀁣􀁥􀁳􀁳 this invoice. Sincerely yours, 􀁾􀁗􀁾􀁦 Addison
􀁾􀁪􀀿􀁅􀁾􀁡􀀯􀁬􀁤􀁷􀁺 John R. Baumgadlner, P. E. City Engineer JRB/rp
.A:DbIsoN CITY ENGINEER'S OFFICE ----------Post Office Box 144 Addison, Texas 75001 March 8, 1991 H. Wayne Ginn, P. E. Ginn & Case, Inc. P. O. Box 796577 Dallas, Texas 75379-6577 Re:
Mildred street Improvements -Invoice Number 1020 Dear Wayne, (214) 450-2886 16801 Westgrove Thank you for taking the time to discuss invoice 1020 and your philosophy with regard to additional
'services for the construction administration and inspection services provided by your firm. 􀁁􀁦􀁴􀁾􀁲 reviewing the Agreement between the Town of Addison and Ginn, Inc. dated March
24, 1980 it does not appear that constructi on phase services are tied to the length of the construction schedule. However, it appears that there may be basis for additional compensation
based on historical precedent. In an effort to determine a fair value for additional services please provide the following information: The Engineers evaluation/recommendation with regards
to liquidated damages. If you are recommending the assessment of liquidated damages, is the contractor aware of your recommendation and what is their position? Please provide an updated
construction schedule. 3. 4. In conjunction with the construction schedule, provide and estimate of your additional services and the basis for that estimate to complete the project.
On future invoices please provide a more detailed summary of the services provided. This summary could include a copy of the daily log maintained by the inspector with a summary of hours.
For invoice 1020 please provide a detailed breakdown of hours by position and a copy of the inspection reports for the billing period.
Thank you for your help with these issues. Please call me if you have any questions since your response is necessary to process this invoice. Sincerely yours, rr:.}wn;ff Addison 􀀹􀀭􀁾􀀻􀀲B
. cV7 rfw-z IJohn R. 􀁂􀁡􀁕􀁭􀁧􀁾􀁲􀀬 P. E. City Engineer JRBjrp
10,00 --------------._--_.._--------------------------,------------􀁟􀁾 􀁾􀀯􀀳􀀬 /0 __.__. _ €£E 􀁾􀀭􀀭􀀭􀀾􀀮􀀮􀀮􀀮􀀾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀱􀁐􀀭􀀺􀀮􀀮􀀮􀀮􀀳􀀮􀁬􀀮􀀮􀀮􀀮􀀺􀀮􀁴􀁉􀀮􀀺􀀡􀀮􀀮􀀮􀀮􀀡􀀮􀁩􀀮􀀮􀁟
􀀮􀀮􀀡􀀡􀀲􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀀡􀁳􀀺􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟7􀁊􀀭'􀁌2 Iq270.OO 􀀺􀀲􀀮􀁓􀀶􀀬􀁾 _ 􀁾􀁾􀀺􀁵􀁳􀀮􀀮􀀮􀁾􀁾􀁊􀀮􀀺􀀲􀁦􀁊􀁌􀀧􀁴􀀺􀀺􀁊􀀵􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭_ 􀁟􀁟􀁟􀁟􀁟􀀧􀁾􀁾􀀱􀁏􀁾􀁌􀀮􀀮􀀧􀀮􀁄􀁾􀁏�
� 􀁟􀁟􀁟􀁟􀁟􀁟􀀢􀀲􀁟􀁾􀀯􀀳􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀀢􀀵􀀰􀁾􀀭􀀭 _ 􀀧􀁊􀀮􀀮􀀮􀀮􀀮􀁌􀂣􀁾􀀢􀀮􀁌􀀡􀁕􀀻􀀺􀀮􀀮􀀭􀁅􀁾__􀁾􀀢􀁟􀁟􀁟􀀧􀁟􀁟􀀮􀀽􀁟􀀭􀁴􀁁􀁟􀀽􀁏 3......6.<....L._ 􀁾 _ Z5..6.00 􀀭􀀭􀀭􀀭􀀴􀁤􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 __--'=20.!l!L.q:.L d/A 7-07.00 '-7 􀀢􀀸􀀮􀀮􀁥􀀮􀁹􀁾 . . '" 62:L.-25 1 'l.:z..s= ;. 􀁾 '._ 􀁬􀁾 730 387 . . 􀁉􀁾 sa-S"'-23'1, /7J _ -5£ __􀁾􀀶􀀯􀁁􀁌􀁾􀁾􀀬􀀬􀁧􀁂􀀲 􀀳􀁾
-:;-... -.ER.. . C--IPfiL 􀁣􀀺􀀮􀀴􀁉􀀶􀁾􀁌􀀮􀀮􀀮􀀧_--,----....J-.XfJ"-::z..=SQe<::.-􀁱􀀼􀀭􀂷􀀭􀀧􀁾􀀺􀀺􀀺􀀾􀀮􀀮􀀮􀁌􀀮􀀮􀀮􀀭􀀭􀀭􀀭􀀢􀀢􀁾􀀭􀀭􀀭􀀮􀀭􀀮􀀭􀀺 _ :3 􀁾 3/8.75 6 Zz 􀁃􀀶􀁟􀀭􀁉􀀧􀀭􀁴􀁬􀁴􀀧􀀭􀀧􀀭
􀀭􀀧􀁾􀀢􀀬􀀮􀀭􀀮􀀵􀀼􀀭􀀭􀀭􀀭 -_ 'j 􀀭􀁾􀁾􀁣􀀵􀀯􀀶􀀬􀁁􀀯 . 2.5 358: 0 L' . '.) 5/b 171:$ 􀁾􀀭􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀁾􀀭􀀭􀀭􀀮􀀭􀀮 __._-__􀁾􀀭􀀺􀀳􀀮􀀰􀀱􀀮􀁢􀀿 C/aiJo/CONsrZU072o/,1 ?!tAS£.
5"-/-9tJ 􀀭􀁦􀁣􀀾􀀱􀁢􀁾􀀵􀁙􀀱􀀱 -.... --------f.-L--C>..L:jl-! 􀁾􀀮􀁾􀀮 􀁾􀀮􀁾􀀧􀀮 -' . --' ___d _􀁾􀁾􀁾􀀲􀀲􀁓􀁣􀁤 . _ G, 331,---=-$2.=-'-------__ _'D,:o',:,'o,1 􀁾􀀢􀁟􀀻􀀢􀁟􀀺􀁾􀀭􀀬􀀭􀀭􀀮􀀲􀁥􀁌􀁕􀀷�
�􀁾􀀮􀁣􀁥􀀺􀁯􀁾􀀲􀁚􀀢􀀩􀀬􀀮􀀮􀁌􀀭􀀭􀀭􀁾 __-----k2b...L3-,-.􀀭􀀭􀀽􀀡􀀮􀀭􀀺􀀻􀁾􀁧􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 .... _. :=&ka_.􀁾__. _ i 􀁾􀀭􀀭􀀭􀀭-)---.··l------􀀭􀀭􀀭􀁾􀀭
-----􀀭􀀭􀁾3·" 6. 1 􀁾􀁾􀀮􀀭􀀧􀀭􀀡􀀱􀀭􀀭􀁌􀀻􀀭􀀭􀀭􀁻􀀻􀀯􀀢􀀮􀁌􀁐􀁾􀀧􀀧􀀧􀀢􀁬􀁤􀀧􀀧􀀧􀀭􀀭􀀺􀁾􀀭􀁽􀀬􀀮􀀭􀁊􀁾 _ ;:: 􀁾 􀁾 􀀭􀀭􀀺􀀺􀁾 􀀧􀀽􀀧􀀭􀁾 1208 􀁨􀁲􀀮􀁾__· . .__-.-:__ _ _ 7 S G ,.
0" 6 c::.-eic:;.. ...􀁾 __---.-.-:___ _ .-:z..o 7. OD 15/1/􀁾􀁉 "3 '$ er...n'__.􀁇.􀀮􀀮􀀮􀀮􀀮􀀬􀁇􀀢􀀧􀀭􀀭􀀢􀁏􀁾􀀭􀁲􀀺􀁣􀀮􀀮􀀮􀀬􀀭􀀭 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀺􀀭􀀭􀁣􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭
Ie; • (;0 􀁃􀁏􀁾􀀬􀁥􀀮􀀬 􀁾􀀷􀀯􀀬􀀰􀀹􀀱􀁉􀁯􀁯􀀯
􀀮􀁾􀁾 _._------------􀀭􀀭􀁾􀁾􀀭􀀭􀀭 􀁾􀁾􀀭􀀢􀀭􀀭􀁾􀀭􀀮􀀭􀁾􀀭􀀮􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 I'II .. J!
. 1.00 '$.7 ,/0 7.93 1/, So 756.00 􀀭􀁾􀁟􀀮􀁟􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀮􀀭􀀬􀁾􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀮􀀢􀀭􀀧􀀭􀀧􀀭􀀭􀀮􀀧􀀭􀀭􀀺􀀭􀀭􀀧.􀀭.􀀭-􀀭.-. 􀀭􀀭􀀭􀀺􀀭􀀬􀀬􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀁾􀀭􀀮􀀮􀀬􀀮􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀁾􀀮􀀬􀀮􀀮􀀮􀀮􀀮􀀮􀀭􀀭􀀭􀁟􀀮􀁟􀁾􀀭􀀭􀀭􀀭􀀭􀁟􀀮􀁟􀀭􀀭􀀭􀀭 -3/-9CJ ."-􀀺􀁦􀀻􀀺􀀭􀀻􀀢􀁩􀀺􀀻􀀻􀁾􀀺􀀭􀁲􀀧􀀭􀀭􀁾􀀭􀀭􀁾􀁾􀁾-􀁾􀁾􀁾􀀺􀀺 • • ... _ ..---,-->0.􀁾􀀬􀁾􀁌.􀁊..!:Z.L.L.. ...ii!..􀁾􀀭􀀧􀀭􀀭􀀭􀀭
􀀧􀀭􀀺􀀭􀀭􀀭􀀬􀀭􀀭􀀬􀀬􀀭􀀬􀁟􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀧􀀭􀀭􀀭􀀬􀀭􀀭__􀁾􀁟􀀭 􀀭􀁟􀀭􀁾􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀭__ 'P . 3> I ·90 4/1. 60 t/0:',0 9-30·70 􀀺􀀧􀀻􀀺􀀻􀁯􀀧􀀾􀀺􀀺􀀬􀀬􀀻􀀧􀁊􀀭􀁾􀀭􀀧􀀭􀀭􀀾􀀯􀀭 10
􀀭􀀧􀀳􀀯􀀭􀁚􀁑􀁾􀁾􀁟􀀭􀀭􀀭􀀭􀀬􀁾􀀷􀀳􀀬􀀬􀀢􀀬􀀭 􀁾􀁟 0-,90
£#6􀀯􀁁􀁌􀁅􀁅􀁉􀁾􀀮 -------------.,' -2.,0 .. 􀁾􀀯􀁢􀁏􀁏 :---.,------.-.----,------_.,-_._-'-_..,...-:-----------------.-----.-_.__... _----,-------------_. (􀀮􀀬􀁾􀀮􀀺􀀬􀁹􀁜􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀁾􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭 I------L-I--􀀳􀁾􀀺􀀹􀀰 ._ ____"a=e""""t!!O"''''-=__ 􀀳􀀧􀁟􀁟􀀧􀀧􀀶􀁾􀁦􀁉􀀧􀁟􀀧􀁟􀁾􀁣􀀽􀀵􀀧􀀧􀁟􀁟􀁟􀁣􀁟􀁟􀁾..·-<£/).􀂣..􀀮.􀁓􀀢􀀢􀀢􀁉􀀧􀀭􀀢􀀧􀁾􀀽�
�􀀮􀀯􀁾􀀮􀀬􀀭􀀭􀁟6-3·p-90 􀀮􀀭􀁟􀀭􀁾􀀭􀀬􀀭􀀭􀀭􀀭􀀸􀁑 cL_-._.􀁾􀁾􀀮􀁟􀀮􀀮􀀬􀀮􀀬􀀭􀀮􀀮􀀬􀀮􀀬􀀭􀁟l[l-􀁾􀀶􀀭 􀀹􀀰􀀭􀀭􀀱􀀧􀁢􀁾􀀶􀁾􀁏􀁣􀀺􀀭􀀢 􀀭􀀮􀀬􀀭􀀭􀁾 .:...---';z,-.___:0':' --'.--,..
/2.-3/-90 􀁱􀁏􀀨􀀡􀁰􀀧􀁾
􀀮􀁾􀀱􀀳􀁑􀀩 35. s: -8-9/􀀯􀁏􀀬􀁾 ( 􀀩􀁾􀀭􀀭􀀧􀀱􀀧􀀭􀀢􀀧􀀲􀀽􀀭􀀭􀀭􀀢􀀧􀀳􀀰􀀮􀀮􀀮􀀮􀀰􀀮􀀱􀀭􀀭􀀭􀀧􀀭􀀷􀀱􀀭􀀽􀁏􀀭􀀭􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀢􀀢􀀶􀀮􀁌􀀮􀀮􀀹􀀰􀀢􀀢􀀧􀀭􀀧􀀭􀀭􀀭􀀭􀁟􀁾􀁾􀀭􀀭􀀭􀀭􀁌􀀮􀀮􀀮􀁉􀀮􀁌􀀮􀀮􀀯�
�􀀭􀀬􀀭􀀭􀀢􀀧􀁾􀀬􀁟􀀭 ---'-􀁾 , 1-3/-91 3.';-􀀱􀀭􀀧􀀭􀀭􀀬􀀭􀀬􀁟􀀭􀀭􀀬􀀭􀀭􀀭􀁟􀀭􀀭􀀭􀀧􀀶􀁾􀀭􀁟􀀳􀀰􀀮􀀺􀀬􀀽􀁟􀁟􀁟􀁟􀀬􀀭􀁾􀀹􀀰 /02.0 12, CJ -/-90 -:2/. 0 -􀁾 --􀁯􀀺􀀺􀀺􀀺􀀡􀀺􀀻􀀿􀀻􀁟􀁾􀀡􀁾􀀧􀁪􀀭􀀭􀀭􀀭􀀪
􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀀭􀁾􀀺􀁾􀀽􀀭__􀁕􀁾􀁾􀀺􀀭􀀭􀀭􀀭􀀭 􀁾􀁾􀁚􀀭􀀢􀀬􀁾􀁾__-----'-I1..!..L.,e-=--=5 -----I-'---,-----...-L...--"",-'-I___,-.:...:90=---?.6 4'0 􀁱􀁾􀀬D 1-'-􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀮􀀳􀀰
􀁾􀀹􀀰 . I W 0 g 3 _c;--3 -9'0 /90 .;Z/, 􀁾 􀀼􀀺􀁽􀁾 􀀺􀀬􀀻􀁊􀀭􀀭􀀭􀀭􀀬􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭---------._-----u_u u ----------__ • ----u __----
􀁾􀀭􀀭􀀭􀁟􀀮􀁟􀀮-------------------_. -_.._-"-----------_.---_. 􀀭􀀭􀀭􀁟􀀮􀀧􀀭􀀭􀁾􀀭􀀭􀀭􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀽􀀭􀀭􀁟􀀮􀁟􀀭􀀭 __􀁾 􀁟􀀢􀀢􀀧􀀲􀁾􀁓􀀽􀀶􀁟􀀧􀁟􀁟􀀧7􀀬'-----".:£lzC-:.....
.zs-. .<..........L 􀁾 􀁾 _ __􀁾􀁟􀁟􀁟􀁟􀀾􀁯􀁏􀁾􀀢􀁺􀁾􀁟􀁟􀁟􀁟􀁟􀀢􀀢􀀧􀁟􀁟􀁳􀀽􀁟 623, Z5. 􀀺􀀷􀀮􀁁􀀯􀁾􀁐􀁥􀁾􀀷􀀡􀁾􀁎􀀮 __ 􀁬􀁡􀁾􀁏 􀁾0 cu5:..... ---=2"'----<9:'-..L.!O"-"'-..L-'.II£.s..
--------"---. 􀁾 􀁾􀀯􀀬􀁟􀀮􀀮􀀮􀀮􀀮􀀬􀀵􀀢􀀧􀁟􀁟􀁟􀁟􀁟􀁟􀁨􀁌􀁟􀁟􀁌􀁟 . 􀁾 .. .. _ 3"S-􀁾􀁾􀀮􀁣􀀮􀁟􀁴􀀮􀀷􀁡􀀮􀀮_o>_oo<.o_-_-----,--__ 17,50 ;-fo jj L/0 I 􀀷􀁾__ ---,-----------,-:-,10..5..,.06
􀁾􀁯__ J7 ,.,.=00 $" 0 􀁾􀁾􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀀮􀁄􀁌􀀮􀀬􀀺􀀻􀀻􀀺􀀾􀀮􀀮􀀮􀁾􀁯􀀭􀁌􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀢􀀧􀀽􀀭􀀭􀀭􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 o ( -----􀀭􀁾􀀭 ------------_.._._--_."..
----.------......_---_ ..._------_.---------------------------------------------􀀭􀀭􀀭􀀢􀀢􀀢􀀧􀀭􀀭􀀭􀀭􀀧􀁾􀀮􀁾􀀹􀀰􀀮􀁌􀁾􀀭􀀭􀀭􀁱􀁌􀀮􀀮􀀮􀀮􀀮􀁱􀀧􀀮􀀡􀁾􀀮􀀽􀀶􀀭􀀢􀀢􀀧􀁄􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀁉􀁌􀁌�
�􀁉􀀴􀀭􀀭'5􀀭"􀀢.L􀀮-../h"-"r<----􀁾 .. 􀀬􀀮􀀮􀁾􀀭􀀭􀀳􀀭 )-?O 􀁾􀁟􀀮􀀭􀀡􀀳􀀳􀀰 __􀁾􀀺􀀳􀀬􀀮􀁣􀀬􀀳􀁾􀀬􀀲􀁳􀀺􀀮􀀮􀀮􀁌􀀮􀀺􀀮􀁨􀁟􀀧􀁟􀁲 _ ....-.••.•• e---􀀭􀁟􀀬􀁟􀀩􀀭􀀮􀁺􀁾􀁾􀀢􀀭􀀭􀀢􀁦􀀧􀀢􀀢􀀧􀀭􀀭􀁾􀀭􀀭.
-<...£.0'---'----=:.....:...-_ 􀁾􀀧􀁩􀀮􀀡􀀩
--_._-------􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀮􀁟􀀭􀀭 -------_._--.--_. ----_._.--.... -__ ------;:----@2 1rolhl'; ---_.._--::". ........... _ _._ _._---_ __.__._-_._--._._._-._.􀀧􀀭􀀭􀀢􀁾􀀧􀁾􀁟􀀮
􀁲􀀽􀀽􀀽􀁾􀁾􀁾􀀮􀁾􀀮􀁟􀀮'-'"._ -..-. __.· 􀀮􀀭􀀭􀀮􀁌􀁦􀀮􀀮􀀮􀀺􀀲􀀮􀁣􀁟􀀮􀀺􀁪􀁐􀁾 __.􀁟􀁾􀁧 C.(00 bJLQ ._.-'-L3.!-􀀹􀁾 J gqQ. . ...3u...I-'-,_s="--------'--'=---"------'--;-9/-6--0-)c__􀀮􀀲􀀮􀁾
􀁡􀀮􀁾􀀮􀀡􀀱/􀁾 􀁾􀁟􀀻􀀲􀀮􀀷􀀰 .. __ 􀁃􀁦􀀬􀁾 􀀭􀀭􀀭􀀭􀁾􀀮􀀭􀀫􀀭 f-------...--.------.-----------..--.-􀁉􀀭􀀭􀀧􀀭􀀭􀀭􀀽􀁾􀁾􀁾􀁾􀁟􀀧􀁟􀁟􀀧􀁟􀁟􀁴􀁟􀁾􀁾􀀭􀀭􀀭􀀭􀀮􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭--.::.";O.
,.,}---------1-------..-.-.--...--..--.. ......-: ..:.".'----􀁾􀀻..􀁟--'--'-' . 􀀯􀂷􀁾􀀺􀀼􀂷􀀬􀀺􀂷􀀺􀀺􀀺􀁴􀀽􀂷􀂷􀀭􀂷􀀭􀂷􀀭􀀧􀀭􀀭􀀢􀀧􀀭􀁾􀀮􀀽􀀮􀀧 '-'-'--..-'-_ 􀁟􀀮􀁾 􀀷􀁾􀁛􀀻􀁾􀀡􀀺􀁩􀁾􀁲􀀭􀀭􀀭􀀭􀀺􀁽�
�􀀺 􀀻􀀮􀀺􀀮􀀺􀁻􀁬􀁲􀀭􀀭􀀮􀀮􀀮􀀮􀁊􀀮􀀭􀀭􀀭􀀼􀀮􀀮􀀮􀁴􀁌􀀭􀁾􀀭􀀭􀀭􀁾􀀹􀁄 2./. 2 < hrs.. 􀁉􀀭􀀭􀁾􀁾􀁾􀁾􀀢􀀢􀀢􀀧􀁆􀀭􀁾􀀢􀀧􀀭􀀭􀀭􀁾􀀭 􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀯􀁾􀀵􀀮􀀮􀀡􀁬􀁏 3""-.-..9...􀀬.􀀧􀀭􀀭􀀢􀀷􀀭􀀭􀀭􀀧􀁾
􀁾 _"___ 􀁾􀁾􀁾􀀭􀁾􀀧􀀭􀀽􀀭􀀭􀀴􀀭􀀧􀀭􀀭􀁾􀁾􀀢􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀲􀀢 7..2-C2. . 08.0 .2,.E10 7,O 􀁾􀀭􀀭􀀭􀀭􀀭􀁾 8,0 􀁾􀁾__ o
-1-------------------------+------------------_._-,-􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀮􀀺􀀮􀀮􀀭􀀮􀀮􀀭􀀭􀀭􀁟􀀮􀁾􀀭􀀭􀀢􀀭􀀬􀁟􀀺􀀮􀀺􀁟􀀭􀁟􀀮􀀺..􀀮_􀀮---)$;Q 􀁾􀁾􀁃􀀩􀀽􀀭􀀮􀀡􀀷􀀮􀀭􀀧􀀭
􀀧-L9-"'C7"'-----'--􀁾 Z,v IIt'Mffl; e.t2t.ue12l£f!-. 10,00 ------------------------------------------_._--._--------_._-------􀀭􀀭􀀭􀀭􀀭􀀭􀂷􀀭􀁾 􀀢􀁣􀁾􀁾__ 􀁾􀁾__ -----------.--------.
---,-+----------------._---_..-----+----------------------􀁾􀀧 ... MISe..-dfO 􀁟􀁾􀁟􀁾􀀳 􀁾􀁦􀁯 J------<) ./1---------------------------------------􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁉􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀁾
􀁉􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁉􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 􀁟􀀺􀁦􀀭􀀻􀀮􀀻􀀾􀀺􀁩􀀻􀀺􀀻􀁊􀀺􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀩􀀻􀀺􀁹􀀭􀀧􀀺􀁻􀁴􀀭􀁾 􀁾􀀭--_+--_
TO J5i03-·preston Road Suite 100, LB·U8 DALLAS. TEXAS 75248 (214) 248·4900 --XouJJ of Aoo 􀁈􀁾 WE ARE SENDING YOU 􀁾o Under separate cover via_----IMI.lU.􀀮􀀭.􀁣􀀺􀁾􀁬 the following
items: 0 _ o Shop drawings o Copy of letter o Prints o Change order o Plans o Samples o Specifications COPIES OATE NO. DESCRIPTION I 􀁾 ..V..1/􀁾􀁲-t"dtkd.ouit\ ""-􀁾􀁌􀀮􀁴 /j..:'_ ..
􀁾􀀭 ---'-t:.,}11"" F,4\1fZ..FI'\II.J AA \'<:..,. .-1,\ 􀁾 􀁾􀁴􀁊􀁶􀁲 􀁾􀁾􀀮 .:r Pr 1)1 􀁾􀀻􀀢􀀧􀀻 J-􀁾􀁟􀁾􀁉􀀧􀀧􀀧􀀧 U -tCiC1 I fJ "..,J\. THESE ARE TRANSMITTED as checked below: o
􀁾􀁰􀁰􀁲􀁯􀁶􀁡􀁬 gFor your use 􀁾 requested o Approved as submitted o Approved as noted o Returned for corrections o Resubmit__copies for approval o Submit__copies for distribution o
Return__corrected prints o For review and comment 0 _ o FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS-ALL 􀀺􀁡􀁴􀀧􀀿􀁾􀀧􀁦 􀁾􀁰􀁥􀁲􀁡 UlErY! 􀁎􀁥􀁣􀁾􀁾􀁩 ___􀀭􀀭􀀭􀀴􀁁􀀭􀁬􀀺􀁾...􀀽...􀁮.
􀁊􀁾􀁌􀀬􀁬􀀭􀁁􀀢􀀢􀀬􀀭􀁾􀀭􀀮􀀧􀀧 􀀭􀁉􀁦􀀭􀁕􀀢􀀧􀁾􀀧􀁃􀀻􀀬􀀮􀀮􀁬􀁊􀀮􀀮􀀯􀁯􀁌􀀮􀁕􀀡􀀡􀁲􀁴􀀮􀁾􀁴􀁚􀀧􀀭􀁉􀁇􀁯􀀻􀀻􀁵􀀮􀀢􀁴􀀮􀀬􀁾􀀭􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 ___􀁾􀀮􀀮􀀬􀁌􀀮􀀮􀁍􀁮􀁖􀁫􀁴􀀿
'to\) ktMe-Att:i 􀁾􀁶􀁦􀀲􀀮􀀬􀁾 􀁡􀁾􀁴􀀷􀀧􀀧􀀡􀀧􀁩􀁑􀁎􀁳􀀧􀁽 ____(?Le-A<6 􀁾􀀼􀀱 Ouo OfI:=FLC5'-. COPY TO W.6Lt'lb r 􀀢􀀮􀀮􀀨􀁑􀁾􀀬 h' {p PROOOCT240-3 /NEf1iS!Inc., GIlIblo. lOa 01471.
SIGNED: 􀁾􀀮􀁾􀁥􀀮 It enclosures are not as noted. kindly notify us at once.
􀀱􀂷􀁉􀁊􀀮􀀮􀀻􀀩􀁶􀁉􀀺􀁉􀀮􀀮􀁉􀀮􀀮􀁁􀁎􀁴􀀺􀁕􀁕􀁾 PAVEMENT PROJECT -TOWN OF ADDISON TIME JUSTIFICATION FOR MONTH OF FEBRUARY. 1991 FOR GABE FAVRE FEB. 1 -1/2 hour ... review preliminary
quantities for this months p.3Y appl ication as submitted by the contractor 􀁾 .. miscellaneous phone calls to contractor to verify' same quantities and discuss what 􀁾􀁩􀁬􀁬 be approved
for payment. FEB 6 status 1/2 hour ... several phone calls of when the punch list items will to contractor be done. to check FEB 1 1 1 1/2 hou r' s ... sit e visit to all areas of project
to determine \oIha t work has been done on punch 1 is t items that contractor was to begin today ... on site .discussion with contractor about specific items listed and ho\oI to proceed.
FEB 12 -1 1/2 hours ... r·evie\>ll pay ,":lpplication, .\>Ilrite letter, process document to city for further processing. FEB 13 -1 hour ... si te visit to inspect status of punch 1ist
item \.,ork ... phone calls to 􀁣􀁯􀁮􀁴􀁲􀁾􀁡􀁣􀁴􀁯􀁲 to inquire about specific portions of work to be done. FEB 14 -1/2 hour ... proJect status check ... ran through project to verify
if contractor is working. FEB 18 -2 hours ... inspection of Quorum south concrete removal, discussion with foreman as to status of other areas of project punch list completion ... went
with contractor to other portion of project to help identify exact location of work to be done. FEB 19 -2 1/2 hours ... steel inspection ... \oIatched concrete pour of work on Quorum
south ... discussed finish work and location of joints with contractor. FEB 20 -'1/2 hour ... site inspecti.on to verify joints were done correctly and that barricades were properly
placed.etc. Aarons FEB 25 1/2 hour·s ... review claims, research information sent to us by Robin Jones regarding sawing company claims against XIT company: FEB 26 -2 hours ... review
light fixture submittal North bridge ... phone calls to and from Slade regarding the l'ight 􀁦􀁩􀁸􀁴􀁵􀁲􀁾􀁥 and its solution. Slade and then contractor regarding the different the.
􀁏􀁡􀁫􀁾􀀧􀁎􀁯􀁯􀁲􀁴􀁨 bridge wall. copies of Concrete prob 1em on Oa ks and contractor Discussion with color bricks in FEB 27 'f hour· ... !:dte inspection to bridge to view the br'ick
color ... phonecalls to brick manufacturer and contractor to determine 􀁷􀁨􀁡􀁾 could be done to remedy the problem, if possible. TOTAL 15 hours for the entire month of February.
􀀽􀀮􀀧􀀬􀀧􀀮􀀺􀀱􀁾􀀺􀀾 /GINN, INC. February 28, 1989 hitehead ager f Addison P.o. ox 144 ' Add 'son, Tx 75001 CONSULTING ENGINEERS 􀁾􀁥􀀺 Miscellaneous Pavement Improvements Dear Mr.
Whitehead:, Uvalde Construction will soon begin construction 'of the Midway Road pavement repairs.' The contractor is required to do his construction work between 9:30a.m. and 3:30 p.m.
and he will be allowed to close two lanes of traffic during these hours. As you know the· volume of traffic on Midway Road is greater than the street capacity. Due to these conditions,
Randy Hill and Robin Jones had previously discussed with you the possibility of Ginn, Inc. providing "full-time" inspection during reconstruction of Midway Road. . " Our fee by contract
allows-·us to budget approximately 107 hours for an inspector on work associated with Midway Road. We estimate a full time inspector will need to be at the site from 9:00 a.m. to 3:30
p.m. 'or'6-1/2 hours per day. The contractor estimates 50 working days to 􀁣􀁯􀁭􀁰􀁬􀁥􀁴􀁥􀁴􀁨􀁾􀀧􀁗􀁯􀁲􀁫on Midway Road. Thisa,mounts to 325 hours for full time inspecti.on. The difference
in l:lours multiplied by our billing rate of $30/hour for our'-ingJPec1:or amounts to $6,540. Therefore, we are asking' for authorizAtion of the "full time" inspection services prior
to the 􀁃􀁯􀁮􀁴􀁾􀁡􀁣􀁴􀁯􀁲 beginning this work. -,'" We are available convenience. to further discuss . .' this issue at your 􀁓􀁉􀁬􀁾􀁪􀀺􀀭􀁟􀀢􀀢 H. Wayne Ginn, P.E. HWG/RCH/rch cc:
Randy Hill Edna Ginn . /Robin Jones V file: 87372 Approved by: Ron Whitehead 17103 Prcslon Road • Suile 100 • LB 118 • Dallas, Texas 75248. Phone 214/248-4900
17103 Preston Road. Suite 100 • to 118 • Dallas, Texas 75248 • Phone 214/248-4900 CUSTOMER DATE NUMBER 28 FEB 1991 ADD TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD. CITY MGR
ADDISON TX 75001 ADD DATE· 28 FEB 1991 GINN & CASE, INC. CONSIJLTING ENGINEERS STATEMENT DETACH AND RETURN THIS PORTION WITH YOUR REMITTANCE INVOICE NO. .DATE DESCRIPTION TOTAL AMOUNT
"1 rr,r.lM 􀁛􀀲􀁾 FEB 1991 LATB CHARGE 􀁾 102.73 1011 a1 .JAN 1991 MILDRED STREET IMPROV 1.575.60 1020 128 FEB 1991 MILDRED S7 􀁉􀁍􀁐􀁒􀁏􀁖􀁅􀁍􀁅􀁾􀀷􀁓 .4.175.00 2528 131 DEC 1990 MILDRED
STREET IKPROV 4.278.00 2529 􀁾􀀱 DEC 1990 ENGINEERING 103.03 1001 al .JAN 1991 1990 MlSCPAVEMENT 􀁉􀀢􀁐􀁾􀁏 1.535.25 1012 28 FEB 1991 1990 HISC·PAVEHEN7 913.53 2533 31 DEC 1990 90 MISC
PAVEMENT IMPROV 3.426.45 2537 31 DEC 1990 24·' WATER LINE 411.25 1023 29 FEe 1991 ENGINEERING 34.70 1003 􀁾􀀱 JAN 1991 ADDISON/FB SEWER TUNNEL 140.00 1014 29 FEe 1991 ADDISON/Fe SEWER
TUNNEL 120.00 CURRENT OVER 30 DAYS OVER 60 DAYS OVER 90 DAYS TOTAL DUE 8596.81 82}r8.73 0.00 0.00 16.815.54 INVOICE NO. TOTAL AMOUNT L10228 102.73 1011 1.575.60 1020 4.175.00 2528 4.278.00
2529 103.03 1001 1.535.25 1012 913.53 􀀲􀀵􀀳􀁾 3.426.45 2537 411.25 1023 34.70· 1003 140.00 1014 120.00 I TOTAL DUE 16.815.54
17103 Preston Road • Suite 100 • LB 118 • Dallas, Texas 75248 • Phone 214/248-4900 STATEMENT CUSTOMER DATE NUMBER 31 DEC 1990 ADD CUSTOMER NUMBER ADD r:'/t. G -(;//J() "i 􀁾􀀮􀁌 DATE
DETACH AND RETURN THIS PORTION WITH YOUR REMITTANCE INVOICE NO. TOTAL AMOUNT 􀁾􀀵􀀱􀀷 60.00 7493 1,610.00 7493 1,610.00-2522 2,674.56 2528 4,278.00 7498 4,770.24 7498 4,770.24-12523
1,304.75 7499 5,986.50 7499 5,986.50-2504 760.04 2529 103.03 7480 450.00 7480 450.00-TOTAL DUE CONTINUED REMITTO: GINN, INC. CONSULTING ENGINEERS Lock Box 118. Dallas, Texas 􀀷􀁓􀀲􀀴􀁾
31 DEC 1990 CONSlJLTING ENGINEERS TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY MCR ADDISON TX 75001 GINN, INC. INVOICE NO. DATE DESCRIPTION TOTAL AMOUNT 2517 􀁾􀁏􀀧􀁎􀁏􀁖
1990 CREEK SYSTEM IMPROVEMENT 60.00 7493 􀁾􀀱 OCT 1990 CREEK SYSTEM IMPROV -1,610.00 7493 P4 DEC 1990 PAYlfElfT ,-1,610.00-k 2522 􀁾􀁏 NOV 1990 MILDRED ST IMPROVEKENTS 2,674.56 '/110
2528 􀁾􀀱 ,DEC 1990 MILDRED STREET IHPROV 4,278.00 7498 􀁾􀀱 OCT 1990 MILDRED STREET IKPROV --4;770.24 7498 P4 DEC 1990 PAYlfElfT '--'-4; 770 .24-2523 􀁾􀁏 NOV 1990 SANITARY SEWER IMPROVE
1,304.75 7499 􀁾􀀱 OCT 1990 SANITARV SEWER IHPROV .5,986.50 7499 p4 DEC 1990 PAYJfENT 􀁟􀁾􀀵􀀬􀀹􀀸􀀶􀀮􀀵􀀰􀀭 2504 􀁾􀁏 NOV 1990 ENGINSERING 760.04 2529 I:ll DEC 1990 ENGINEERING 103.03
7480 􀁾􀀱 OCT 1990 ENGINSERING -'-450.00 7480 f>4 DEC 1990 PAVMENT ---450.00-CURRENT OVER 30 DAYS OVER 60 DAYS OVER 90 DAYS TOTAL DUE CONTINUED
17103 Preston Road. Suite 100 • LB 118 • Dallas, Texas 75248 • Phone 2141248-4900 GINN, INC. CONSULTING ENGINEERS REMIT TO: GINN, INC. CONSULTING ENGINEERS Lock Box 118 • Dallas, Texas
􀀷􀀵􀀲􀀴􀁾 CUSTOMER DATE NUMBER 31 DEC 1990 ADD' TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON 􀁗􀁈􀁉􀁔􀁅􀁈􀁅􀁁􀁄􀁾 CITY MGR ADDISON TX 75001 DATE 31 DEC 1990 CUSTOMER NUMBER ADD STATEMENT
INVOICE NO. DATE DESCRIPTION' TOTAL AMOUNT 2516 ao NOV 1990 SPECIAL SERVICES 291.38 7483 􀁾􀀱 OCT 1990 SPECIAL SERVICES '---1',333 ..66 7483 1)4 DEC 1990 PAYHENT .'-1,333.66-2508 􀁾􀁏
NOV 1990 1990 MISC PAVEMENT IMPRO 5,499.53 2533 􀁾􀀱 DEC 1990 90 MISC PAVENEN7 IKPROV 3,426.45 7484 􀁾􀀱 OCT 1990 1990 MISC PAVEMENT IHPRO --6;479.83 7484 1)4 DEC 1990 PAYMENT 6;479.83-2512
􀁾􀁏 NOV 1990 2411 WATER LINE RELOCATE 651.58 2537 u-DEC 1990 24" WA7ER LINE 411.25 7487 􀁾􀀱 OCT 1990 2411 WATER LINE RELOCATE ---2r'03'1.19 ·7487 1)4 DEC 1990 PAYHENT _.2,037.19-CURRENT
OVER 30 DAYS OVER 60 DAYS OVER 90 DAYS TOTAL DUE 8218.73 11241.84 0.00 0.00 19,460.57 DETACH AND RETURN THIS PORTION WITH YOUR REMITTANCE INVOICE NO. TOTAL AMOUNT 2516 291.38 7483 1,333.66
7483 1,333.66-2508 5,499.53 2533 3,426.45 7484 6,479.83 7484 6,479.83-2512 651.58 2537 411.25 7487 2,037.19 7487 2,037.19-TOTAL DUE 􀀱􀀹􀁾􀀴􀀶􀀰􀀮􀀵􀀷
17103 Preston Road. Suite 100 • LB 118 • Dallas, Texas 75248 • Phone 214/248-4900 GINN, INC. CONSULTING ENGINEERS REMIT TO: GINN, INC. CONSULTING ENGINEERS Lock Box 118. Dallas, Texas
􀀷􀀵􀀲􀀴􀁾 CUSTOMER DATE NUMBER 30 NOV 1990 ADD TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY MGR ADDISON TX 75001 STATEMENT·· INVOICE NO. DATE DESCRIPTION . TOTAL AMOUNT
2517 130 NOY 1990. CREEK SYSTEH IMPROVEMENT 60.00 7493 􀁾􀀱 OCT 1990 CREEK SYSTEM IMPROV 1,610.00 2522 􀁾􀁯 NOV 1990. HILDRED ST IMPROVEMENTS 2,674.56 7498 91 OCT 1990 MILDRED STREET
IKPROV 4,770.24 2523 􀁾􀁏 NOV 1990 SANITARY SEWER IMPROVE 1,304.75 7499 91 OCT 1990 SANITARY SewER IKPROV 5 .. 986.50 2504 30 NOY 1990 ENGINEERING 760.04 7480 91 OCT 1990 ENGINEERING
. 450.00 2516 30 NOV 1990 SPECIAL SERVICES 291.38 7483 31 OCT 1990 SPECIAL SERVICES 1 .. 333.66 '2508 30 NOV 1990 1990 MISC PAVEMENT IMPRO 5,499.53 7484 91 OCT 1990 1990 MISC PAVEMENT
IKPRO 6,479.83 2512 30 NOV 1990 24"" WATER LINE RELOCATE 651.58 7487 31 OCT 1990 24" WATER LINE RELOCATE 2,037.19 CURRENT OVER 30 DAYS OVER 60 DAYS OVER 90 DAYS TOTAL DUE 33909.26 0.00
0.00 0.00 33909.26 CUSTOMER DATE NUMBER 30 NOV 1990 ADD DETACH AND RETURN THIS PORTION WITH YOUR REMITTANCE INVOICE NO. TOTAL AMOUNT 2517 60.00 7493 1,610.00 2522 2,674.56 7498 4,770.24
2523 1,304.75 7499 5,986.50 2504 760.04 7480 450.00 2516 291.38 7483 1 .. 333.66 2508 5,499.53 7484 6,479.83 2512 651.58 7487 2,037.19 TOTAL DUE 33,909.26
\' ... .􀀬􀀭􀀭􀀭􀁟􀀮􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀻􀀭􀀮􀀭􀀭􀀭􀁟􀀮􀁾􀀭􀀭􀀬PAY" 'f TO THE" ORDER OF. . ,L . 􀀭􀀭􀁾 .. 􀁟􀁾􀀮􀁾􀁾􀁾􀀺􀀧 ", -. 􀀧􀀼􀀧􀁾􀁣􀀧 .; ':." . ' 017533 NO. 017533 001035 GINN INC TOWN OF ADDISON, P.O. BOX 144, ADDISON, TX 75001, ( 1 ) 450
06 , NVOICEDATE INVOICE NUMBER .:: ...... ACCOUNTNUMBER :. GROSS DISCOUNT NET AMOUNT 12/04/90 2504,2516 􀁾􀀱􀀭􀀱􀀷􀀱􀀭􀀵􀀶􀀵􀀷􀀰􀀭􀀰􀀰􀀰􀀰􀀰􀀭􀀰􀀰􀀰 1,051.42 0.00 􀁬􀀬􀀰􀀵􀀱􀁾􀀴􀀲 L2/04/90
2517 􀁾􀀲􀀭􀀰􀀰􀀰􀀭􀀵􀀶􀀵􀀷􀀰􀀭􀀰􀀰􀀱􀀹􀀰􀀭􀀰􀀰􀀰 60.00 0.00 60.00 ::'2/04/90 2522 . 􀁾􀀱􀀭􀀰􀀰􀀰􀀭􀀵􀀶􀀵􀀷􀀰􀀭􀁮􀀰􀀳􀀳􀀰􀀭􀀰􀀰􀀰 2,674.56 0.00 2,674.56 1.2/04/90 2523 􀁾􀀲􀀭􀀰􀀰􀀰􀀭􀀵􀀶􀀵􀀷􀀰􀀭􀀰􀀰�
�􀀹􀀰􀀭􀀰􀀰􀀰 1,304.75 0.00 1,304.75 􀁾􀀲􀀱 041 90 2508 􀁾􀀱􀀭􀀰􀀰􀀰􀀭􀀵􀀶􀀵􀀷􀀰􀀭􀀰􀀰􀀳􀀴􀀰􀀭􀀰􀀰􀀰 5,499.53 0.00 5,499.53 􀀮􀁾􀀲􀀯􀀰􀀴􀀯􀀹􀀰 2512 *5-000-56570-00330-000 491.29 0.00
491.29 􀁊􀀲􀀭􀀰􀀰􀀰􀀭􀀵􀀶􀀵􀀷􀀰􀀭􀀰􀀰􀀳􀀳􀀰􀁾􀀰􀀰􀀰 160.29 0.00 160.29 11,241.8 0.00· I··. 11:;,2.4ill ..,84 2 4 -7 2
TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO Vendor No. Vendor Name Address Address Address Zip Code /1. -f1f-q & 􀁾 CLAIM # _ CHECK AMOUNT $ _ DEPT OBJ PROJ (", 1,"11) (",,,,,,,,,,,,,)
(",,,, ",,,,,,,) /7/5?S70 􀁾􀁴􀁊􀁾􀁾􀁴􀀺􀁬 i/?JIJ !7-th/O 􀁴􀁊􀁴􀀷􀀯􀀹􀁾 tJetCJ .9C,§/'tJ ett1fftJ GJcJtJ .$1C,97c:1 t1tJ..!<JO OtJtJ ,9?v4 7d tJcJ,ff'iJ 􀁾􀁴􀁴􀀿􀁇􀀷 􀀵􀀢􀁾􀀮􀂧􀀷􀁤
t!J􀁾J'<5' t!J 1':>cJt1 ,C;-?.5t-7C) dlt1JJ 0 .\ . 91 '-..::;..."i l 􀀧􀁉􀁾'􀀧:!; ";,j}.'.ll' ORIGINAL TO ACCOUNTINGIYELLOW FOR DEPARTMENT FILE
.' --'-􀀧􀀭􀀬􀀭􀀭􀀮􀁾􀀭􀀭􀁟􀀮􀁟􀀭􀀭􀀭􀀭 􀀭􀀭􀀭􀀭􀁾􀀭􀁟􀀮 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁹--􀁾􀀭􀀭 ------_. ---------􀀭􀁾􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭-----􀀭􀀭􀀭􀀭􀁾􀀭------GINN, INC. CONSULTING ENGINEERS
17103 Preston Road • Suite 100 • LB 118 • Dallas, Texas 75248 • Phone2141248-49oo CUSTOMER DATE NUMBER 04 DEC 1990 ADD TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON 􀁗􀁈􀁉􀁔􀁅􀁈􀁅􀁁􀁄􀁾
CITY KGR ADDISON TX 75001 STATEMENT .. INYOICENO. DATE DESCRIPTION TOTAL AMOUNT 2517 􀁾􀂷􀀮􀁏􀁖 1990 CREEK SYSTS14 INPROVEMSMT 60.00V 7493 􀁾􀀱 OCT 1990 CREEK SYSTEM IMPROV 􀀱􀁾􀀶􀀱􀀰􀀮􀀰􀀰
7493 􀁾􀀴􀀮 DEC 1990 PAYItEItT 􀀱􀁾􀀶􀀱􀀰􀀮􀁏􀁃􀀺􀁖􀀧 2522 􀁾􀁏 NOV 1990 NILDRED ST XMPROVENEKTS 2,.674.56 7498 􀁾􀀱 OCT 1990 ItILDRED STREET IMPROV 4,770.24 7498 􀁾􀀴 DEC 1990 PAYMENT
􀀴􀁾􀀷􀀷􀀰􀀮􀀲􀀴􀀭 2523 􀁾􀁏 NOV 1990 SAItITARY SEWSR IMPROVE 1,304.75 V 7499 􀁾􀀱 OCT 1990 SANITARY SEWER IMPROV 5.986.50 7499 􀁾􀀴 DEC 1990 PAYItBItT 5,986.50-2504 BO NOV 1990 ENGXMEERIJIG
760.041/7480 B1 OCT 1990 EIIGn.EERING 450.00 7480 􀁾􀀴 DEC 1990 PAYHENT 450.00-l--l--2516 iO IIOV 1990 SPECIAL SERVICES 291.38V 7483 􀁾􀀱 OCT 1990 SPECIAL SERVICES 1..333.66 , , h..
CURRENT OVER 30 DAYS OVER 60 DAYS OVER 90 DA􀁙􀁾􀀧 􀁾􀁔􀁏􀁔􀁁􀁌 DUE i"il '1;) 9l CONTINUED 􀀮􀁾􀀧􀁾􀁩􀀱􀀧 l 0, ......
... -" -".---_. -.----.-". -" ...."._-... 􀀭􀀭􀀭􀀭􀁾 --_.--􀀮􀀭􀀮􀀬􀀮􀁟􀁾􀁟􀀮􀁾􀁾􀀭􀀭􀀭􀀭􀁟..• --_. ---_._.__._-------------....:.--_.. 􀀭􀀭􀁾􀁟􀀮􀁟􀀭􀀭􀀭􀁟.._----_.__._._------GINN,
INC. CONSULTING ENGINEERS 17103 Preston Road. Suite 100 • LB 118 • Dallas, Texas 75248 • Phone 2141248-4900 DATE CUSTOMER NUMBER 04 DEC 1990 ADD TOWN OF ADDISON POST OFFICE BOX 144 ATTN:
RON WHITEHEAD,. CITY MGR ADDISOH TX 75001 STATEMENT INVOICE NO. DATE DESCRIPTION TOTAL AMOUNT .-7483 􀁾􀀴 DEC 1990 PAYMENT 1,.333.66-2508 􀁾 NOV 1990 1990 NZSC PAVEMENT IJIPRO 5.499.53V
748. 􀁾􀀱 OCT 1990 1990 MISO PAVEMENT IMPRO 6,.479.83 7484 fl4 DEC 1990 PAVIIEIIT 6,.479.83-,/251,2 􀁾􀁏 HOY 1990 24·' WATSR LINE Rm..OCATE 651.38V 7487 􀁾􀀱 OCT 1990 24'· WATER LINE
RELOCATE 2,,037.19 7487 􀁾􀀴 DEC 1990 PAYMENT -, 2,,037.19-j/\i'-J. 1 ' . l..91, ' -'.,J, CURRENT OVER 30 DAYS OVER 60 DAYS OVER 90 DAYS TOTAL DUE 11241.84 0.00 .If .',( 􀁾 J 􀀧􀁾􀀺􀁏􀀺􀀢􀁏􀁏
0.00 11241.84
Invoice NUlber: 2504 Invoice Date: 30 NOV 1990 Page: 1 Fro.: For Job: 90130 GINN INC. CONSULTINGENGINEERS ENGINEERING -ADDISON POST OFFICE BOX 796577 TOWN OF ADDISON MISC. PROJECTS DALLAS,
TX 753796577 To: TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY MGR ADDISON, TX 75001 PHASE DESCRIPTION CONTRACT AMOUNT QUANTITY RATE UNIT GROSS ----RETENTION ----AMOUNT
AMOUNT PCT TAX 1 AMOUNT TAX 2 AMOUNT 100 SENIOR DESIGNER RESEARCH QUORUM DRI ARAPAHO SIDEWALKS PER ROBIN JONES 100 PROJECT ENGINEER STAFF I1EETING CREEK SYSTEM 601 SURVEYING EXHIBITS
FOR SMITH VS TONN OF ADD ION 0.00 0.00 0.00 1.00 1.50 552.42 60.00 80.00 1.05 60.00 120.00 580.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Invoice SUlmary Invoice
Totals Gross Retention Tax 1 Tax 2 760.04 0.00 0.00 0.00
Invoice NUlber: 2516 Invoice Date: 30 NOV 1990 Page: 1 From: For Job: 90408 GINN INC. CONSULTING ENGINEERS ADDISON SPECIAL SERVICES POST OFFICE BOX 796577 FOR TOWN OF ADDISON DALLAS,
TX 753796577 To: TOWN OF ADDISON POST OFFICE BDX 144 ATTN: RON WHITEHEAD, CITY MGR ADDISON, TX 75001 PHASE DESCRIPTION CONTRACT AMOUNT QUANTITY RATE UNIT GROSS ----"RETENTION ----AMOUNT
AMOUNT PCT TAX 1 AMOUNT TAX 2 AMOUNT 601 SURVEYING 4500 BELT LINE RD 0.00 277.50 1.05 291.38 0.00 0.00 0.00 0.00 Invoice SUlBmary Invoice Totals Gross Retention Tax 1 Tax 2 291.38 0.00
,0.00 0.00
Ir,' ._91 ", : Invoice Date -30 NOV 1990 GINN INC. CONSULT INS ENSINEERS Page 1 Invoice NUlber -2517 I NV0 ICE FROM: SINN INC. CONSULTINS ENSINEERS Til: TOWN OF ADDISON POST OFFICE BOX
796577 POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY MSR DALLAS TX 753796577 ADDISON TX 75001 FOR: JOB 369 CREEK SYSTEM IMPROVEMENTS -ADDISON SCHEDULED ------WORK COMPLETED ------l'IATERIALS
TOTAL COMP PCT BALANCE TO RETAINASE PHASE DESCRIPTION VALUE PREVIOUS THIS PERIOD STORED &STORED CMP FINISH AMOUNT 105 PLANS &SPEC INCOME 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 106 DESISN
FEES 2B,764.00 28,764.00 0.00 0.00 2B,764.00 100 0.00 0.00 107 CONTRACT ADMIN 4,960.14 4,960.14 0.00 0.00 4,960.14 100 0.00 0.00 lOB INSPECTION FEES 12,400.34 12,400.34 0.00 0.00 12,400.34
100 0.00 0.00 109 OTHER INCOME 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 260 EASEMENTS/ROW 6,201.25 6,201.25 0.00 0.00 6,201.25 100 0.00 0.00 280 SPECIAL PROJECTS 12,566.25 12,566.25 0.00
0.00 12,566.25 100 0.00 0.00 285 CO I 4 SABION RWALL 2,197.00 2,197.00 0.00 0.00 2,197.00 2,197.00 100 0.00 0.00 315 AllMIN BEYOND COMP 17,127.25 17,067.25 60.00 0.00 17,127.25 100 0.00
0.00 330 INSPECT BEYOND COMP 2,025.00 2,025.00 0.00 0.00 2,025.00 100 0.00 0.00 601 SURVEYINS 17,318.33 17,318.33 0.00 0.00 17,318.33 100 0.00 0.00 603 ELECTRICAL CONSULT 766.50 766.50
0.00 0.00 766.50 100 0.00 0.00 605 BID ADVERTISEMENT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 60B LANDSCAPE ARCHITECT 8,527.56 8,527.56 0.00 0.00 8,527.56 100 0.00 0.00 609 OTHER CONSULTANT
10,641.68 10,641.68 0.00 0.00 10,641.68 100 0.00 0.00 610 ABSTRACT/TITLE 187.01 187.01 0.00 0.00 187.01 100 0.00 0.00 611 HYRAULIC ENSINEER 117.59 117.59 0.00 0.00 117.59 100 0.00 0.00
650 PR INTI NS 1,056.28 1,056.28 0.00 0.00 1,056.28 100 0.00 0.00 651 COURIER 15.76 15.76 0.00 0.00 15.76 100 0.00 0.00 .iAN II 8. 91 Final Total 124,871.94 124,811.94 60.00 0.00 124,871.94
100 0.00 0.00 L/2-. -CO!) -${,.:.;7 /'d -cJoJf/O·-dOa
Invoice Date -30 NOV 1990 Invoice Number -2517 GINN INC. CONSULTING ENGINEERS I NV0 ICE Page 2 FRDM: GINN INC. CONSULTING ENGINEERS POST OFFICE BOX 796577 DALLAS FOR: JOB 369 IX 753796577
CREEK SYSTEM IMPROVEMENTS -ADDISON TO: TDWN OF ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY MGR ADDISON TX 75001 DESIGN, CONST. &INSPECT FOR CHANNEL IMP WATER RECIRCULATIONS
CONTRACT AMT $413,344.60 DESIGN FEE $33,067.57 INSPECTION FEE·@3,0 X $ 12,400,34 CONTRACT SUMMARY ORIGINAL CONTRACT SUM NET CHANGE BY CHANGE ORDERS CONTRACT SUM TO DATE TOTAL COMPLETED
AND STORED TO DATE RETAINAGE TOTAL EARNED LESS RETAINAGE LESS PREVIOUS CERTIFICATES FOR PAYMENT CURRENT PAYMENT DUE BALANCE TO FINISH, PLUS RETAINAGE 124,871.94 0.00 124,871.94 124,871.94
0.00 124,871.94 124,811.94 60.00 0.00 .JI-;". f'l1 . l 􀁾
Invoic:e Date -30 NOV 1990 GINN INC. CONSULTING ENGINEERS Page 1 Invoic:e Number -2522 I NV0 ICE FROM: GINN INC. CONSULTING ENGINEERS W." ",,\' .... ; TO: TOWN OF ADDISON POST OFFICE
BOX 796577 POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY MGR DALLAS TX 753796577 ADDISON TX 75001 FOR: JOB 439 MILDRED STREET IMPROVEMENTS/ADDISON SCHEDULED ------WORK COMPLETED ------MATERIALS
TOTAL COMP PCT BALANCE TO RETAINAGE PHASE DESCRIPTION VALUE PREVIOUS THIS PERIOD STORED &STORED CMP FINISH AMOUNT 105 PLANS &SPEC INCOME 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 106 [IESI8N
FEES 27,706.00 27,706.00 0.00 0.00 27,706.00 100 0.00 0.00 107 CONTRACT ADMIN 4,BB9.00 1,320.03 635.57 0.00 1,955.60 40 2,933.40 0.00 lOB INSPECTION FEES 12,223.00 3,300.21 l,5B8.99
0.00 4,B89.20 40 7,333.BO 0.00 109 OTHER INCOME 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 260 EASEMENTS/ROW 2,507.50 2,057.50 450.00 0.00 2,507.50 100 0.00 0.00 601 SURVEYING 8,742.00 B,742.00
0.00 . 0.00 B,742.00 100 0.00 0.00 602 TRAFFIC CONSULT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 603 ELECTRICAL CONSULT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 604 GEOTECHNICAL INVEST, 0.00
0.00 0.00 0.00 0.00 0 0.00 0.00 605 BID ADVERTISEMENT 189.00 189.00 0.00 0.00 189.00 100 0.00 0.00 606 STRUCTURAL ENGR 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 607 ARCHITECT ENGR 0.00 0.00
0.00 0.00 0.00 0 0.00 0.00 608 LANDSCAPE ARCHITECT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 609 OTHER CONSULTANT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 610 ABSTRACT/TITLE 0.00 0.00 0.00 0.00
0.00 0 0.00 0.00 650 PRINTING 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 651 COURIER 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 660 SPECIAL SERVICES/ROW 743.93 743.93 0.00 0.00 743.93 100 0.00 0.00
i􀀯􀀮􀁾 \'1 t -j< 91 (.I.-Final Total 57,000.43 44,058.67 2,674.56 0.00 46,733.23 82 10,267.20 0.00 I/S tJzjO -£1,57& o () :J:JzJ 4-/-O{)o-'::;&570-b0330
Invoice Date -30 NOV 1990 Invoice Number -2522 GINN INC. CONSULTING ENGINEERS I NV0 ICE Page 2 FROM: GINN INC. CONSULTING ENGINEERS POST OFFICE BOX 796577 DALLAS FOR: JOB 439 IX 753796577
MILDRED STREET IKPROVEKENTS/ADDISON TO: TOWN OF ADDISON POST OFFICE BOX 144 " ATTN: RON WHITEHEAD, CITY KGR ADDISON TX 75001 . TOWN OF ADDISON DESIGN OF MILDRED ST--ADDISON RD TO QUORUK
DRIVE CONTRACT AKOUNT $407,431.55 DESIGN &ADKIN 32,595.00 INSPECTION 12,223.00 ORIGINAL CONTRACT SUK NET CHANGE BY CHANGE ORDERS CONTRACT SUK TO DATE TOTAL COKPLETED AND STORED TO DATE
RETAINAGE TOTAL EARNED LESS RETAINAGE LESS PREVIOUS CERTIFICATES FOR PAYKENT CURRENT PAYKENT DUE BALANCE TO FINISH, PLUS RETAINAGE 57,000.43 0.00 57,000.43 46,733.23 0.00 , 46,733.23
44,05B.67 ;l, 2,674.56 10,267.20
Invoice Date -30 NOV 1990 GINN INC. CONSULTINS ENSINEERS Page 1 Invoice NUlber -2523 I NV0 ICE FROI'l: SINN INC. CONSULTINS ENSINEERS TO: TOWN OF ADDISON POST OFFICE BOX 79b577 POST
OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY I'lSR DALLAS IX 75379b577 ADDISON TX 75001 FOR: JOB 443 SANITARY SEWER II'lPROVEI'lENTS SCHEDULED ------WORK COI'lPLETED ------MATERIALS TOTAL
COI'lP PCT BALANCE TO RETAINASE PHASE DESCRIPTION VALUE PREVIOUS THIS PERIOD STORED 11 STORED CI'lP FINISH AI'lOUNT 105 PLANS &SPEC INCOI'lE 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 lOb
DESISN FEES 12,42b.00 12,42b.00 0.00 0.00 12,42b.00 100 0.00 0.00 107 CONTRACT ADI'lIN . 2,193.00 1,820.19 372.81 0.00 2,193.00 100 0.00 0.00 108 INSPECTION FEES 5,482.00 4,550.0b 931.94
0.00 5,482.00 100 0.00 0.00 109 OTHER INCOI'lE 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 2bO EASEI'lENTS/ROW 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 bOl SURVEYINS 0.00 0.00 0.00 0.00 0.00 0
0.00 0.00 b02 TRAFFIC CONSULT 0.00 0•.00 0.00 0.00 0.00 0 0.00 0.00 b03 ELECTRICAL CONSULT 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 b04 SEOTECHNICAL INVEST 0.00 0.00 0.00 0.00 0.00
0 0.00 0.00 b05 BID ADVERTISEI'lENT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 bOb STRUCTURAL ENSR 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 b07 ARCHITECT ENSR 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00
b08 LANDSCAPE ARCHITECT 0.00 0.00 0.00 0.00 0.00 Q 0.00 0.00 b09 OTHER CONSULTANT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 bl0 ABSTRACT/TITLE 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 b50 PRINTING
0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 b51 COURIER 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 j"N ,1 8.'91"' 􀁾􀀹􀀱 " 􀁾􀁾 Final Total 20,101. 00 18,79b.25 1,304.75 0.00 20,101.00 100 0.00 0.00
it> 2-(}t}0-􀁾􀀮􀀮􀀬􀀭􀀨􀀬 § 7 (7 -tJ tJ 2f10 -c:;J?'c/
Invoice Date -30 NOV 1990 Invoice NUlber -2523 GINN INC. CONSULTING ENGINEERS I NV0 ICE Page 2 FROM: GINN INC. CONSULTING ENGINEERS POST OFFICE BOX 796577 DALLAS FOR: JOB 443 TX 753796577
SANITARY SEWER IMPROVEMENTS TO: ,TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY MGR ADDISON TX 75001 TOliN OF ADDISON DESIGN OF SANITARY SEWER IMPROVEMENTS FOR ·OLD TOliN·
AREA OF ADDISON, MILDREDI JULIAN/BROADWAY/RAILROAD/DUORUM AREA ACTUAL CONTRACT AMOUNT: $182,740.00 CONTRACT SUMMARY ORIGINAL CONTRACT SUM NET CHANGE BY CHANGE ORDERS CONTRACT SUM TO
DATE TOTAL COMPLETED AND STORED TO DATE RETAINAGE TOTAL EARNED LESS RETAINAGE LESS PREVIOUS CERTIFICATES FOR PAYMENT CURRENT PAYMENT DUE BALANCE TO FINISH, PLUS RETAINAGE 20,101.00 0.00
20,101.00 20,101.00 0.00 20,10Loo ,>18,]90.25 1,304;75 0.00
Invoice NUlber: 2508 Invoice Date: 30 NOV 1990 Page: From: For Job: 90433 GINN INC. CONSULTING ENGINEERS 1990 MISCELLANEOUS PAVEMENT IMPROV POST OFFICE BOX 796577 TOWN OF ADDISON PREPARATION
OF CONTRACT DOCU"ENTS F[IR DALLAS, TX 753796577 1990 MISCELLANEOUS PAVEMENT AND DRAINAGE IMPROVEMENTS IN THE TOWN OF ADDISON CONSTRUCTION ADMIN/INSPECTION OF 1990 MISCELLANHIUS PAVEMENT
IMPRIlV To: TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY MGR ADDISON, TX 75001 CONTRACT GROSS ----RETENTION ----TAX 1 TAX 2 PHASE DESCRIPTION AMOUNT QUANTITY RATE UNIT
AMOUNT AMOUNT PCT AMOUNT AMOUNT 100 PRINCIPAL ENGINEER 0.00 2.00 100.00 200.00 0.00 0.00 0.00 0.00 100 SENIOR DESIGNER 0.00 28.25 60.00 1,695.00 0.00 0.00 0.00 0.00 100 SENIOR ENGINEER
0.00 2.00 80.00 160.00 0.00 0.00 0.00 0.00 102 INSPECTOR 0.00 60.00 40.00 2,400.00 0.00 0.00 0.00 0.00 103 SECRETARY 0.00 1. 75 35.00 61.25 0.00 0.00 0.00 0.00 604 GEOTECHNICAL INVEST
0.00 935.50 1.05 982.28 0.00 0.00 0.00 0.00 650 PRINTING 0.00 0.95 1.05 1.00 0.00 0.00 0.00 0.00 0.00 _. :). 􀁾􀀱 Invoice Summary Invoice Totals Gross Retention Tax 1 Tax 2 -,-;::;:
5,499.53 0.00 0.00 0.00
Invoice NUlber: 2512 Invoice Date: 30 NOV 1990 Page: 1 Froll: For Job: 90442 SINN INC. CONSULTING ENGINEERS 24" WATER LINE RELOCATION-ELEV TANK POST OFFICE BOX 79b577 DESIGN OF RELOCATION
OF 24" WATER LINE IN VICINITY OF ELEVATED TANK, ADDIS[lN DALLAS, TX 753796577 CONFERENCE/THEATER CENTER CONSTRUCTION AD"INISTRATION AND INSPECTION OF PROJECT To: TONN OF ADDISON POST
OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY "GR ADDISON, TX 75001 ----------------------------------------------------------------------------------------------------------------------------------CONTRA
CT GROSS ----RETENTION ----TAX 1 TAX 2 PHASE DESCRIPTION AIIOUNT QUANTITY RATE UNIT A"OUNT AIIOUNT PCT AIIllLlNT A"OUNT 100 SENIOR DESIGNER 0.00 6.00 60.00 360.00 0.00 0.00 0.00 0.00
102 INSPECTOR 0.00 2.75 40.00 110.00 0.00 0.00 0.00 0.00 103 SECRETARY 0.00 1.00 35.00 35.00 0.00 0.00 0.00 0.00 60b STRUCTURAL EN6R 0.00 138.00 1.05 144.90 0.00 0.00 0.00 0.00 650 PRINTING
0.00 1.60 1.05 1.68 0.00 0.00 0.00 0.00 Invoice SUlDmary /f9/. i 9 /I/O·t. f &iJ7 􀁾􀀭􀁦􀀧 /.)S -000 -Sf!, .!T7t:} -C7C1.3.J'd -cJcJcJ t.t-􀁾􀁌􀀷􀁃􀁊 􀁟􀀤􀀿􀀭􀁾􀀮􀂧􀀷􀁃􀀱􀀭􀁾􀁾􀁓􀀮􀀮􀀿􀁾􀀭􀁣􀁊􀁯􀁯
.. 􀁾􀀹􀀱 Invoice Totals Gross Retention Tax 1 Tax 2 651.5a 0.00 0.00 0.00
\' '< .--------------------,-.---------------------------,-----------_.,---_.. -PAY" TOiTHE: ORDER _ OF L ' ", 016217 NO. 016217 TOWN OF ADDISOI\l, P.O. BOX 144, ADDISON, TX 75Q01, (214)
450·7062 NVOICEDATE 19/30/90 J9/30/90 ')9/30/90 :J9/30/90 ;)9130190 09/30/90 09/30/90 INVOICE NUMBER' rOC 􀀧􀀭􀁾 . 0.00 0.00 􀁏􀁾􀁏􀁏 0.00 0.00 0.00 0.00 ,,--., < NETAMOUNT_ 11,686.91
281.69 300.00 3,832.75 3,666.66 7,643.50 2,196.30
... 􀀭􀁾􀀭􀁾􀀭􀀭􀀭􀁟..._-,.--,_. ' GINN, INC. CONSULTING ENGINEERS 17103 Preston Road • Suite 100 • LB 118 • Dallas, Texas 75248 • Phone 2141248-4900 CUSTOMER DATE NUMBER 30 SliP 1990
ADD TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON 􀁗􀁈􀁉􀁔􀁅􀁈􀁅􀁁􀁄􀁾 ,CITY KGR ADDISOM TX 75001 STATEMENT .. INYOICENO. DATE DESCRIPTION TOTALAMOUNT -2470 v 31 AUG 1990 CREEK'2J¥S'J'IDf-JMPROVDSN"l
1';223.00 24;91/30 SEP 1990 CREEK 'SYS1EHI:MPROV' 337.50 2497v 30 SEP 1990 IIILDREDSI'RDT :IItPROV 7,306.00 24;91/30 SEP 1990 @NZTARY SEWER :IMPROVE 􀀲􀁾􀀶􀀰􀀹􀀮􀀷􀀵 --2459V 31 AUG 1990
EJii:'I1fSD:IIfG 1,101.69 􀀲􀀴􀀷􀀹􀁾 30 SEP 1990 ENGI:NEERIIIC 􀀱􀁾􀀶􀀱􀀶􀀮􀀳􀀰 2443 30 SSP 1990 SPECIAL SERV:ICSS 60.00 -2462,; 31 AUG 1990 1990 ItZSC PAVEMENT IIIPRC 4,172.53 2444/30
SSP 1990 1990 M:ISC PAVEMENT IItPRC 􀀷􀁾􀀵􀀱􀀴􀀮􀀳􀀸 ..-Q467 31 AUG 1990 24" WATER L:INE RELOCATIC 1,298.32 2444 30 SSP 1990 24" WATSR L:INE RELOCAT 2,36e.34 ,---,. .. , .. 􀁏􀁬􀁾􀀻
3 \j, . If\ CURRENT OVER 30 DAYS OVER 60 DAYSC\. dvrbt go'DAYS TOTAL DUE 29607.81 0.00 0.00 0.00 29607.81
TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO DATE -.LQ..LilJ 90 CLAIM # _ CHECK AMOUNT $ _ " Vendor No. 􀀨􀀩􀁏􀀯􀀰􀀳􀁾 Vendor Name Address Address Address Zip Code RJND DEPT OBJ PROJ SAC
AMOUNT 9/;,1 􀁊􀀮􀀮􀁦􀁾􀁊􀀯 1'/(, "", 1, . '.1, Cl 􀁓􀀢􀀨􀀢􀁦􀁲􀀯􀁾 􀁐􀀧􀁾􀁾􀁾 . 􀁾􀁤􀁬􀁃􀁊 1'" ilf:t7 elF 􀀬􀀭􀁱􀀭􀁾􀁧􀁒 dtkklGJ tr#o 'f'1()' l.J/91 􀁾􀁉 'dCJ 5"6.9.'1-d#d 1;,t/, 1
4.9-/-' Cl §t,...9".7d t70&c:J c:Jdt? 1.1/9'1 :1/9/JY6-􀁾􀁴􀁦􀁬􀁃􀁊 /:T&.9761 􀁯􀁾􀁦􀀮􀀮􀀱􀁤 tJl !I'I) 1.1/19 􀁾􀀯 7/1 􀁓􀀭􀁴􀀬􀂧􀀢􀀷􀁾 d tit/de? '-FIN . ; "'.A ..... 􀁮􀁾􀀨􀀬 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀀮􀀮􀀮􀀮􀀻􀀮􀀮􀀮􀀭􀀭􀀭􀀭􀀮􀀮􀀮􀀻􀀮􀀻􀀮􀀢􀀬􀀫􀀯􀁴􀁩􀂣􀁾􀀡􀀮􀀭􀀭􀀭􀀭􀁊-􀀭􀀺 .. ,.. 3 (',' ',.,-\ u_ . . '-􀁾 -. '. } ORIGINAL TO ACCOUNTINGNELLOW FOR DEPARTMENT FILE
Invoice Number: 2484 Invoice Date: 30 SEP 1990 Page: From: For Job: 90433 GINN INC. CONSULTING ENGINEERS 1990 MISCELLANEOUS PAVEMENT IMPROV POST OFFlCE BOX 796577 TOWN OF ADDISON PREPARATION
OF CONTRACT DOCUMENTS FOR DALLAS, TX 􀀷􀁓􀀳􀀷􀀹􀀶􀁾􀀷􀀷 1990 MISCELLANEOUS PAVEMENT AND DRAINAGE IMPROVEMENTS IN THE TOWN OF ADDISON CONSTRUCTION ADMIN/INSPECTION OF 1990 MISCELLANEOUS
PAVEMENT IMPROV To: TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY MGR ADDISON, TX 75001 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 CONTRACT GROSS
----RETENTION ----TAX 1 TAX 2 PHASE DESCR IPTI ON AMOUNT QUANTITY RATE UNIT AMOUNT AMOUNT PCT AMOUNT AMOUNT 100 SE'UOR DESIGNER 0.00 35.50 60.00 2,130.00 0.00 0.00 0.00 0.00 102 INSPECTOR
0.00 55.25 40.00 2,210.00 0.00 0.00 0.00 0.00 103 SECRETARY 0.00 2;00 35.00 70.00 0.00 0.00 0.00 0.00 604 GEOTECHNICAL INVEST 0.00 2,949.00 1.05 3,096.45 . 0.00 0.00 0.00 0.00 650 PRINTING
0.00 7.55 1.05 7.93 0.00 0.00 0.00 0.00 \,', 3 O. 90 􀁾􀁩􀁲􀁔 􀁾 􀀨􀁾 ',...... l 6 Cnvoic2 Summary Invoice Totals Gross T.. " i ! 􀁾􀀬􀀮􀀬 .1 t""" '.' iQ,., 􀁾 Current Amount Due 0.00
Invoice NUlber: 2462 Invoice Date: 31 AUG 1990 Page: 1 Fro.: For Job: 90433 GINN INC. CONSULTING ENGINEERS 1990 MISCELLANEOUS PAVEMENT IMPROV ·POST OFFICE BOX 796577 TOWN OF ADDISON
PREPARATION OF CONTRACT DOCUMENTS FOR DALLAS, IX 753796577 1990 MISCELLANEOUS PAVEMENT AND DRAINAGE IMPROVEMENTS IN THE TOWN OF ADDISON To: TOWN OF ADDISON POST OFFICE BOX 144 ATTN:
RON WHITEHEAD, CITY MGR ADDISON, TX 75001 -----------------------------------------------------------------------------------------------------------------------------------CONTRACT
GROSS 􀀭􀀭􀁾􀀭 RETENTION ----TAX 1 TAX 2 PHASE DESCRIPTION AMOUNT QUANTITY RATE UNIT AMOUNT . AMOUNT PCT AMOUNT AMOUNT 100 PRINCIPAL ENGINEER 0.00 14.50 100.00 1,450.00 0.00 0.00 0.00
0.00 CONTRACT ADMIN 100 SENIOR DESIGNER 0.00 44.00 60.00 2,640.00 0.00 0.00 0.00 0.00 103 SECRETARY 0.00 2.25 35.00 78.75 '0.00 0.00 0.00 0.00 650 PRINTING 0.00 3.60 1.05 3.78 0.00 0.00
0.00 0.00 Invoice Summary Invoice Totals Gross Retention Tax 1 Tax 2 Current Amount Due
Invoice Number: 2483 Invoice Date: 30 SEP 1990 Page: From: For Job: 9040B GINN INC. CONSULTING ENGINEERS ADDISON SPECIAL SERVICES POST OFFICE BOX 796577 FOR TOWN OF ADDISON DALLAS, TX
753796577 To: TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY MGR ADDISON, TX 75001 CONTRACT GROSS ----RETENTION ----TAX 1 TAX 2 PHASE DESCRIPTION AMOUNT QUANTITY RATE
UNIT AIIOUNT AMOUNT PCT AMOUNT AMOUNT 100 SENIOR DESIGNER 0.00 1.00 60.00 60.00 0.00 0.00 . 0.00 0.00 REVIEW PLANS AIRPORT ADDIS[IN AIR TERMINAL "J'f. Invoice Summary 1 8. .. Invoice
Totais 8ross Retention Tax 1 Tax 2 Current Amount Due 60.00 0.00 0.00 0.00 60.00
Invoice Number: 2459 Invoice Date: 31 AUG 1990 Page: 1 From: For Job: 90130 To: GINN INC. CONSULTING ENGINEERS CITY ENGINEERS -ADDISON TOWN OF ADDISON POST OFFICE BOX 796577 TOliN OF
ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY MGR DALLAS, TX 753796577 ADDISON, TX 75001 ------------------------------------------------------------------------------------------------------
----------------------------CONTRACT GROSS ----RETENTION ----TAX 1 TAX 2 PHASE DESCRIPTION AKOUNT QUANTITY RATE UNIT AKOUNT AMOUNT PCT AKOUNT AMOUNT 􀁾􀁏􀁏 PRINCIPAL ENGINEER 0.00 1.00
100.00 100.00 0.00 0.00 0.00 0.00 GREENHAVEN SEilER CROSSING 100 SENIOR DESIGNER 0.00 1.00 60.00 60.00 0.00 0.00 0.00 0.00 RESEARCH SCHOOL FLASHER PER BRUCE ELLIS 􀀭􀁾 PROJECT ENGINEER
0.00 9.75 80.00 780.00 0.00 0.00 0.00 0.00 STAFF KEETING 4.75 􀁾 GREENHAVEN SEilER LINE XING 5 HR 103 SECRETARY 0.00 0.25 35.00 8.75 0.00 0.00 0.00 0.00 260 SENIOR DESIGNER 0.00 2.50
60.00 150.00 0.00 0.00 0.00 0.00 RESEARCH ROil AS PER BRUCE ELLIS/MISC INTERSECTIONS Q 650 PRINTING 0.00 2.80 1.05 2.94 0.00 0.00 0.00 0.00 BOUNDARY SURVEY GREENHAVEN APT SEWER tJ /-/1/-5(.,.£1
1 tJ 􀁩􀀯􀁟􀁬􀀯􀀯􀀭􀁾􀀭􀁾􀀦􀀷􀀨􀁊 Invoice Summary t /-7/1 -6-0/-/7/-G"U7tJ -cJCJt17C7d-ddO ,it!!,? f jJtJ, 􀁴􀁊􀁾 1;11J/.-f49 ... (""'7' ,/. r .' 􀁶􀂷􀁾 '; G. ----, 3 0.;0 -,,-Invoice
Totals Gross Retention Tax 1 Tax 2 Current Amount Due 1,101.69 0.00 0.00 0.00 1,101.69
Invoice Number: 2479 Invoice Date: 30 SEP 1990 Page: 1 From: For Job: 90130 To: SINN INC. CONSULTING ENGINEERS CITY ENGINEER -ADDISON TOWN OF ADDISON POST OFFICE BOX 796577 TOWN OF ADDISON
POST OFFICE BOX 144 MISC. PROJECTS ATTN: RON WHITEHEAD, CITY MGR DALLAS, TX 753796577 ADDISON, TX 75001 -----------------------------------------------------------------------------------------------
-----------------------------------CONTRACT GROSS 􀀭􀀭􀀭􀁾 RETENTION ----TAX 1 TAX 2 PHASE DESCRIPTION AMOUNT QUANTITY RATE UNIT AIIOUNT AIIOUNT PCT AMOUNT AMOUNT 􀁾􀁏􀁏 PRINCIPAL ENGINEER
0.00 2.00 100.00 200.00 0.00 0.00 0.00 0.00 GREENHAVEN SEWER 100 SENIOR DESIGN 0.00 0.50 60.00 30.00 0.00 0.00 0.00 0.00 RESEARCH/PHONE/CHERY MILAM RE:CREEKSYS PAY APP IIARCH 90 􀁾SENIOR
DESIGN 0.00 2.00 60.00 120.00 0.00 0.00 0.00 0.00 6REENHAVEN APTS SANITARY SEWER EIIERGENCY REPAIR 100 SENIOR DESIGN 0.00 0.50 60.00 30.00 0.00 0.00 0.00 0.00 RESEARCH PRINTS OF 4500
EELTLINE SURVEY 􀁾 PROJECT ENGINEER 0.00 4.50 80.00 360.00 0.00 0.00 0.00 0.00 GREENHAVEN SEWER CROSSING 100 PROJECT ENGINEER 0.00 3.00 80.00 240.00 0.00 0.00 0.00 0.00 STAFF MEETING
􀁾 STRUCTURAL ENGR 0.00 599.50 1.05 629.47 0.00 0.00 0.00 0.00 GREENHAVEN SEWER 􀁾􀁏 PRINTING 0.00 .j.50 1.05 6.83 0.00 0.00 0.00 0.00 SREENHAVEN FOR DON PREECE 0/, /71, tF" §7t? 􀁤􀁬􀁊􀁴􀁊􀀮􀁾􀁴􀁉
􀁾􀀯 -11/-$'(,.&7'0 I; .J/(',.10 ..., !\ 􀀢􀀧􀁊􀁾 􀁾 '.. . 􀀬􀀩􀁾􀀬 ' 'J -I) (.,1("./tJ ___.i 􀁾􀁜􀁃􀀱􀀻 􀁾 8. ' 􀁾 􀀧􀁾 . \ Invoice SU!I!iflary invoice Totals Gross '1,616.30 Retention
0.00 Tax 1 0.00 Tax 2 0.00 Curren t Amoun t Due . 1,616.30
Invoice Date -31 AUG 1990 GINN INC. CONSULTING ENGINEERS Page 1 Invoice NUlber -2470 I NV0 ICE FROM: GINN INC. CONSULTING ENGINEERS TO: TOWN OF ADDISON POST OFFICE BOX 796577 POST OFFICE
BOX 144 􀁁􀁔􀁔􀁎􀁾 RON WHITEHEAD, CITY MGR DALLAS TX 753796577 ADDISON TX 75001 FOR: JOB 369 CREEK SYSTEM IMPROVEMENTS -ADDISON SCHEDULED ------WORK COMPLETED ------MATERIALS TOTAL COMP
PCT BALANCE TO RETAINAGE PHASE DESCRIPTION VALUE PREVIOUS THIS PERIOD STORED &STORED CMP FINISH AMOUNT 105 PLANS &SPEC INCOME 0.00 0.00 0.00 0.00 0.00 (J 0.00 0.00 106 DESIGN FEES 28,764.00
28,764.00 0.00 0.00 28,764.00 100 0.00 0.00 107 CONTRACT ADMIN 4,960.14 4,960.14 0.00 0.00 4,960.14 100 0.00 0.00 108 INSPECTION FEES 12,400.34 12,400.34 0.00 0.00 12,400.34 100 0.00
0.00 109 OTHER INCOME 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 260 EASEMENTS/ROW 6,201.25 6,201.25 0.00 0.00 6,201.25 100 0.00 0.00 280 SPECIAL PROJECTS 12,566.25 12,566.25 0.00 0.00 12,566.25
100 0.00· 0.00 285 CO I 4 GABION RWALL 2,197.00 2,197.00 0.00 0.00 2,197.00 100 0.00 0.00 315 ADMIN BEYOND CCIMP 15,119.75 13,959.75 1,160.00 0.00 15,119.75 100 0.00 0.00 330 INSPECT
BEYOND COMP 2,025.00 2,025.00 0.00 0.00 2,025.00 100 0.00 0.00 601 SURVEYING 17,318.33 17,318.33 0.00 0.00 17,318.33 100 0.00 0.00 603 ELECTRICAL CONSULT 766.50 703.50 63.00 0.00 766.50
100 0.00 0.00 605 BID ADVERTISEMENT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 -608 LANDSCAPE ARCHITECT 8,527.56 8,527.56 0.00 0.00 8,527.56 100 0.00 0.00 609 OTHER CBNSULTANT 10,641.68 10,641.68
0.00 0.00 10,641.68 100 0.00 0.00 . 610 ABSTRACT/TITLE 187.01 187.01 0.00 0.00 187.01 100 0.00 0.00 611 HYRAULIC ENGINEER 117.59 117.59 0.00 0.00 117.59 100 0.00 0.00 650 PRINTING 1,056.28
1,056.28 0.00 0.00 1,056.28 100 0.00 0.00 651 COURIER 15.76 15.76 0.00 0.00 15.76 100 0.00 0.00 Final Total 0.00 0.00 0.00 lfl-OO()-Sl,§ 70 -(JO J '1tJ -C)tJt'J .5/13 4:2-ovo _56670-tJO/90
I
Invoice Date -31 AUG 1990 Invoice Number -2470 FRO": GINN INC. CONSULTING ENGINEERS POST OFFICE BOX 796577 DALLAS TX 753796577 GINN INC. CONSULTING ENGINEERS INVO-ICETO: TOWN OF ADDISON
POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY "GR ADDISON TX 75001 Page 2 FOR: JOB 369 CREEK SYSTE" IMPROVE"ENTS -ADDISON DESIGN, CONST. &INSPECT FOR CHANNEL I"P WATER RECIRCULATIONS
CONTRACT A"T $413,344.60 DESIGN FEE $33,067.57 INSPECTION FEE @3.0 X $ 12,400.34 CONTRACT SU""ARY ORIGINAL CONTRACT SU" NET CHANGE BY CHANGE ORDERS CONTRACT SU" TO DATE TOTAL CO"PLETED
AND STORED TO DATE RETAINAGE TOTAL EARNED LESS RETAINAGE LESS PREVIOUS CERTIFICATES FOR PAY"ENT CURRENT PAY"ENT DUE BALANCE TO FINISH, PLUS RETAINAGE 122,864.44 0.00 122,864.44 122,864.44
0.00 122,864.44 121,641.44 1,223.00 . 0.00
Invoice Date -30 SEP 1990 GINN INC. CONSULTING ENGINEERS Page Invoice Number -2491 I NV0 ICE FROIl: GINN INC. CONSULTING ENGINEERS TO: TOWN OF ADDISON POST OFFICE BOX 796577 POST OFFICE
BOX 144 ATTN: RON WHITEHEAD, CITY M6R DALLAS IX 753796577 ADDISON IX 75001 FOR: JOB 443 SANITARY SEWER IIlPROVEIlENTS SCHEDULED ------WORK CO"PLETED ------MATERIALS TOTAL COIlP PCT BALANCE
TO RETAINA6E PHASE· DESCRIPTION VALUE PREVIOUS THIS PERIOD STORED & STORED CIlP FINISH AIlOUNT 105 PLANS &SPEC INCOI'lE 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 106 DESIGN FEES 12,426.00
10,200.00 2,226.00 0.00 12,426.00 100 0.00 0.00 107 CONTRACT ADIHN 2,193.00 0.00 109.65 0.00 109.65 5 2,083.35 0.00 lOa INSPECTION FEES 5,482.00 0.00 274.10 0.00 274.10 5 5,207.90 0.00
109 OTHER INC[lME 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 260 EASEIlENTS/ROW 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 601 SURVEYING 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 602 TRAFFIC CI]NSULT
0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 603' ELECTRICAL CONSULT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 604 GEOTECHNICAL INVEST 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 605 BID ADVERTISEMENT 0.00
0.00 0.00 0.00 0.00 0 0.00 0.00 606 STRUCTURAL ENGR 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 607 ARCHITECT ENGR 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 60a LANDSCAPE ARCHITECT 0.00 0.00 0.00
0.00 0.00 0 . 0.00 0.00 , 609 OTHER CONSULTANT 0.00 0.00 0.00, 0.00 0.00 0 0.00 0.00 610 ABSTRACT/TITLE 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 650 PRINTING 0.00 0.00 0.00 0.00 0.00 0 0.00
0.00 651 COURIER 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 , ... -. " . : i D 8. " 􀀢􀀬􀀺􀁾􀁔 1 '" j 􀁜􀀮􀀮􀁾 j' 􀁾􀀩 :' 􀁾􀀮􀀧􀀬􀀮􀀬 l ' -Final Total 20,101.00 10,200.00 2,609.75 0.00 12,809.75
64 7,291.25 0.00 "-'II-(}(}IJ-$"" .s7tJ-oo.:J9tJ -clClCJ :-u) 􀀧􀁾 , .: ,'\: 􀀬􀁾 j' r-,.kL)V 9-30-Cf()
Invoice Date -30 SEP 1990 Invoice Number -2491 SINN INC. CONSULTING ENSINEERS I NV0 ICE Page 2 FROM: . GINN INC. CONSULTING ENGINEERS POST OFFICE BOX 796577 DALLAS FOR: JOB 443 IX 753796577
SANITARY SEWER IMPROVEMENTS TO: TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY MGR ADDISON IX 75001 TOWN OF ADDIS[IN DESIGN OF SANITARY SEWER IMPROVEMENTS FOR BOLD TI]WNB
AREA OF ADDISON, MILDREDI JULlAN/BROADWAY/RAILROADIUUORUM AREA ACTUAL CONTRACT AMOUNT: $182,740.00 CONTRACT SUMMARY ORIGINAL CONTRACT SUM NET CHANGE BY CHANGE ORDERS CONTRACT SUM TO
DATE TOTAL COMPLETED AND STORED TO DATE RETAINAGE TOTAL EARNED LESS RETAINAGE LESS PREVIOUS CERTIFICATES FOR PAYMENT CURRENT PAYMENT DUE BALANCE TO FINISH, PLUS RETAINAGE 20,101.00 0.00
20,101.00 12,809.75 0.00 • 12,809.75 10,200.00 ...􀁾... 2,609.75 7,291.25
Invoice Number: 2488 Invoice Date: 30 SEP 1990 Page: 1 From: For Job: 90442 GINN INC. CONSULTING ENGINEERS· 24" WATER LINE RELOCATION-ELEV TANK POST OFFICE BOX 796577 DESIGN OF RELOCATION
OF 24" WATER LINE INVICINITY OF ELEVATED TANK, ADDISON DALLAS, TX 753796577 CONFERENCE/THEATER CENTER CONSTRUCTION ADMINISTRATION AND INSPECTION OF PROJECT To: TOWN OF ADDISON POST OFFICE BOX 144 ATTN:
RON WHITEHEAD, CITY M.GR ADDISON! TX 75001 ----------------------------------------------------------------------------------------------------------------------------------CONTRACT
GROSS ----􀁾􀁅􀁔􀁅􀁎􀁔􀁉􀁏􀁎 ----TAX 1 TAX 2 PHASE DESCRIPTION 􀁁􀁾􀁏􀁕􀁎􀁔 QUANTITY RATE UNIT AMOUNT AI10UNT PCT AMOmH AMOUNT 100 SENIOR DESIGNER 0.00 19.50 60.00 1!170.00 0.00 0.00
0.00 0.00 100 SENIOR ENGINEER 0.00 2.00 80.00 160.00 0.00 0.00 0.00 0.00 102 INSPECTOR 0.00 25.50 40.00 1,020.00 0.00 0.00 0.00 0.00 103 SECRETARY 0.00 0.50 35.00 17 .50 0.00 0.00 0.00
0.00 650 PRINTING 0.00 0.80 1.05 0.84 0.00 0.00 0.00 0.00 S/B 75, q. % jq, &; o.;b Invoice SUiIlmary 􀀮􀀮􀁴􀁾 CfF.. LUis e-PF /715,73 􀁏􀁃􀁉􀀵􀁾􀁩􀁾 􀁾􀀯 23tF, 31-Invoice Totals Gross
, ") Retention Tax 1 Tax 2 '-'" ,.,,' 􀁣􀁾􀁩􀀻􀁥􀁮􀁴 Amount Due 2,368.34 0.00 0.00 0.00 2,368.34
Invoice NUlber: 2467 Invoice Date: 31 AUG 1990 -Page: 1 Frol: For Job: 90442 GINN INC. CONSULTING ENGINEERS 24" WATER LINE RELOCATION-ELEV TANK POST OFFICE BOX 796577 DESIGN OF RELOCATION
OF 24" WATER LINE IN VICINITY OF ELEVATED TANK, ADDISON DALLAS, TX 753796577 CONFERENCE/THEATER CENTER To: TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY MGR ADDISON,
TX 75001 CONTRACT GROSS ----RETENTION ----TAX 1 TAX 2-PHASE DESCRIPTION AMOUNT QUANTITY RATE LIN IT AMOUNT AMOUNT PCT AMOUNT AMOUNT 100 SENIOR DESIGNER 0.00 20.00 60.00 1,200.00 0.00
0.00 0.00 0.00 CONTRACT ADMIN 􀁾 102 INSPECTOR 0.00 1.25 40.00 50.00 0.00 0.00 0.00 0.00 103 SECRETARY 0.00 1.25 35.00 43.75 0.00 0.00 0.00 0.00 650 PRINTING 0.00 4.35 1.05 4.57 0.00
0.00 0.00 0.00 5//3 I Invoice Summary 􀀷􀀶􀀭􀀬􀀷􀁌􀀥􀁾 q;r 􀁊􀀮􀀮􀁾􀁊􀁴􀁊 /0 0/5 cPF /J.Le. lfU 9/3O/c16 97%,93 319,39 ------. I?-98",3;2 .. c. , v. Invoice Totals Gross Retention Tax
1 Tax 2 Current Amount Due 􀀱􀁾􀀲􀀹􀀸􀀮􀀳􀀲 0.00 0.00 0.00 1,298.32 \
Invoice Date-30 SEP 1990 SINN INC. CONSULTIN6 EN6INEERS Page Invoice Number -2497 I NV0 r CE FROM: 6INN INC. CONSULTIN6 EN6INEERS TO: TOWN OF ADDISON POST OFFICE BOX 796577 POST OFFICE
BOX 144 ATTN: RON WHITEHEAD, CITY M6R DALLAS TX 753796577 ADDISON IX 75001 FOR: JOB 439 MILDRED STREET IMPROVEMENTS/ADDISON SCHEDULED ------WORK COMPLETED ------MATERIALS TOTAL CUMP
PCT BALANCE TO RETAINA6E PHASE DESCRIPTION VALUE PREVIOUS THIS PERIOD STORED &STORED CMP FINISH AMOUNT 105 PLANS &SPEC INCOME 0.00 0.00 0.00 0.00 . 0.00 0 0.00 0.00 106 DESI6N FEES 27,706.00
20,400.00 7,306.00 0.00 27,706.00 100 0.00 0.00 107 CONTRACT ADMIN 48.89 0.00 0.00 0.00 0.00 0 48.89 0.00 108 INSPECTION FEES 12,223.00 0.00 0.00 0.00 0.00 0 12,223.00 0.00 109 OTHER
INCOME 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 260 EASEMENTS/ROW 1,907.50 1,907.50 0.00 0.00 1,907.50 100 0.00 0.00 601 SURVEYIN6 8,742.00 8,742.00 0.00 0.00 8,742.00 100 0.00 0.00 602
TRAFFIC CONSULT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 603 ELECTRICAL CONSULT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 604 6EOTECHNICAL INVEST 0.00 0.00 0.00 0.00 0.00 (I 0.00 0.00 605 BID
ADVERTISEMENT 189.00 189.00 0.00 0.00 189.00 100 0.00 0.00 606 STRUCTURAL EN6R 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 607 ARCHITECT EN6R 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 608 LANDSCAPE
ARCHITECT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 609 OTHER CONSULTANT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 610 ABSTRACT/TITLE 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 650 PRINTING 0.00 0.00
0.00 0.00 0.00 0 0.00 0.00 651 COURIER 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 660 SPECIAL SERVICES/F:IJW 743.93 743.93 0.00 0.00 743.93 100 0.00 0.00 .--􀀺􀀮􀁾 i-I 􀁾 Final Total 51,560.32
31,982.43 􀀬􀀬􀁾􀁔 􀁴􀀬􀀳􀁾􀀮􀀰􀁾􀀮􀁊 0.00 39,WB..43 76 12,271.89 0.00 ...·Vill .,) ., f LJ5 -dad -,s-t,§7d -dtJ..;'SeJ -t:Jc:+:J ,,-' Ir. "'. ·J/f ·-.. i''-: ._ 1"' ",-...." 􀁾􀀭􀀮􀀬􀀮􀁾
􀀮􀁾􀁾 9/3() 19() I
Invoice Date -30 SEP 1990 Invoice Number -2497 GINN INC. CONSULTING ENGINEERS I N V 0 ICE Page 2 FROM: SINN INC. CONSULTING ENGINEERS POST OFFICE BOX 796577 DALLAS FOR: JOB 43S' IX 753796577
MILDRED STREET IMPROVEMENTS/ADDISON TO: TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY MGR ADDISON TX 75001 TOWN OF ADDISON DESIGN OF MILDRED Si--ADDISON RD TO QUORUM
DRIVE CONTRACT AMOUNT $407,431.55 DESIGN &ADMIN 32,595.00 INSPECTION 12,223.00 CONTRACT SUMMARY ORIGINAL, CONTRACT SUM NET CHANGE BY CHANGE ORDERS CONTRACT SUM TO DATE TOtAL COMPLETED
AND STORED TO DATE RETAINASE TOTAL EARNED LESS RETAINASE LESS PREVIOUS CERTIFICATES FOR PAYMENT CURRENT PAYMENT DUE BALANCE TO FINISH, PLUS RETAINAGE 51,560.32 0.00 51,560.32 39,288.43
0.00 􀁾 39,288.43 *31,982.43 7,306.00 12,271.89
Invoice Date -30 SEP 1990 Invoice Number -2491 SINN INC. CONSULTING ENGINEERS i N V 0 ICE Page 2 FROM: GINN INC. CONSULTING ENGINEERS POST OFFICE BOX 796577 DALLAS FOR : JOB 369 IX 753796577
CREEK SYSTEM IMPROVEMENTS -ADDISON TO: TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY M6R ADDISON TX 75001 DESIGN, CONST. &INSPECT FOR CHANNEL IMP WATER RECIRCULATIONS
CONTRACT AMT $413,344.60 DESIGN FEE $33,067.57 INSPECTION FEE @3.0 7. $ 12,400.34 CDNTRACT SUMMARY ORIGINAL CONTRACT SUM NET CHANGE BY CHANGE ORDERS CONTRACT SUM TO DATE TOTAL COMPLETED
AND STORED TO DATE RETAINAGE TOTAL EARNED LESS RETAINAGE LESS PREVIOUS CERTIFICATES FOR PAYMENT CURRENT PAYMENT DUE BALANCE TO FINISH, PLUS RETAINAGE ... 123,201.94 0.00 123,201.94 123,201.94
0.00 123,201. 94 122,864.44337.50 0.00
\' .... 2,037.19 6,479.83 1,610.00 1,703.66 80.00 NO. 016738 INC , 2,037.19 6,479.83 1,610.00 1,703.66 80.00 5-000-56570-00330-000 1-000-56570-00340-000 􀀱􀀭􀀰􀀰􀀰􀀭􀀵􀀶􀀵􀀷􀁡􀁾􀁮􀀰􀀱􀀹􀀰􀀭􀀰􀀰􀀰
1-171-56570-00000-000 􀀱􀀭􀀷􀀱􀀱􀀭􀀵􀀶􀀵􀀷􀀰􀀭􀀰􀀰􀀰􀀰􀀰􀁾􀁏􀁏􀁏 016738 001035 NVOICEOATE' .L 10/31/90 7487 .10/31/90 7484 10/31/90 7493 10/31/90 7483,7480 10/31/90 7480 TOWN OF ADDISON,
P.O. BOX 144, ADDISON, TX 75001, (214) 450-7062
TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO CLAIM # _ CHECK AMOUNT $ i, 1-. tt, '7,yL } Vendor No. 1035 L{j-:JJl, /tTtJ Vendor Name 􀀴􀁾􀀨􀁾􀁤􀀮􀀮􀀮􀁉􀀮􀁊􀁤􀁾􀀡􀀭􀀽􀀫􀀺􀀺􀀺􀁺􀀺􀂷􀀻􀀻􀀬􀁪􀀱􀁬􀀱􀁾􀂷􀀮􀁬
􀁯􀀮􀁃􀀬􀀭􀀭 _ Address IZla! 􀁾􀁾 􀁾􀀮 Address 􀀻􀁫􀁩􀀮􀁾 1(j1J 􀁾 􀁾1/1' Address 􀀵􀁕􀁡􀁾􀀻􀀬 t/jL Zip Code 􀁾􀀷􀁇􀀺􀀺􀀮􀀺􀀺􀀮􀀮􀀮􀁣􀀺􀁧􀀺􀀮􀁌􀀣􀀢􀀦􀀮􀀮􀀨􀁉􀀧 _ DEPT OBJ PROJ SAC AMOUNT
!. /t#J.rI tJ.tltJ 5&-97& da:?8c:J '(}()lfb t'l#& 􀀮􀀹􀁾􀁓􀀷􀁴􀀧􀁬 􀁾􀁡 􀀧􀀮􀀮􀀵􀀧􀁾 d'did II t1t1u 􀀮􀁧􀁴􀀦􀀢􀀷􀁾 􀁾􀀱􀀡􀁉􀁊􀀧􀀮􀁹􀁴􀀧􀁬 ' 􀀿􀀧􀁾􀁾 !OOll I CJdd Sc,sh #t'J96' #dI,g
/trN..J () J'1/􀀮􀂧􀀧􀁾􀁇􀀢􀀷􀁾 􀀣􀁴􀁬􀁾􀁴􀀧􀁬􀁴􀀧􀁬 􀁴􀀧􀁬􀁾􀁴􀀧􀁬 !d'lt/bl 7//􀀦􀀦􀀬􀁧􀀭􀀷􀁾 􀁐􀀧􀁴􀀧􀁬􀁥􀀱􀁾􀁾 t:J?/d TOTAL . 􀁅􀁘􀁐􀁌􀁁􀁎􀁁􀁔􀁉􀁾􀁾 ·'·:'lJ 􀁾􀁬􀀧 L. • I Y" • • .
• ORIGINAL TO ACCOUNTINGlYELLOW FOR DEPARTMENT FILE , ._' 􀁾􀁾 ANCE
.. ,. GINN, INC. CONSULTING ENGINEERS 17103 Preston Road. Suite 100 • LB 118 • Dallas, Texas 75248 • Phone 214/248-4900 CUSTOMER DATE NUMBER 31 , TOWN OF ADDISON 􀁾􀁾􀁲􀁮􀁛􀁪􀁜􀁙􀁊􀁾􀁲􀁾􀁾􀀧􀁾􀁪
POST OFFICE BOX 144 ,--ATTN: RON WHITEHEAD, CITY HGR 􀁾 NOV -7 1990; :!I ' . ADDISON TX 75001 \ >" ij I • STATEMEAT 1I -INVOICINO. DATE DESCRIPTION TOTAL AMOUNT .-2470 31 AUG 1990 CREEK
'SYSTEM :IMPROVEMEN1 􀀱􀁾􀀬􀀲􀀲􀀳􀀮􀀰􀀰 , 2470 31 OCT 1990 PAYIIEIIT 1,223.00-2491 30 SSP 1990 CREEK SYSTEM :IMPROV 337.50 2491 31 OCT 1990 PAYJlENT 937.50-"493 31 OCT 1990 CREEKSYSTEJt
:IMPROV 1';'tn:o.00 2497 30 SEP 1990 H:ILDRED STREET IMPROV 􀀷􀁾􀀳􀀰􀀶􀀮􀀰􀀰 2497 31 OCT 1990 PAYlfEN7 7,306.00-7498 31 OCT 1990 HZLDRED STREET :IMPROV' 4',770.24 2491 30 SSP 1990 SANI7ARY
SEWER :IMPROVE 􀀲􀁾􀀶􀀰􀀹􀀮􀀷􀀵 , . 2491 31 OCT 1990 PAYJlERT 2,609.75-7499 31 OCT 1990 SANITARY SEWER :IMPROV 􀀵􀁾􀀹􀀸􀀶􀀮􀀵􀀰 2459 31 AUG 1990 ENGINEERING 1,101.69 2459 31 OCT 1990
PAYlfEN7 1,101.69-2479 30 SEP 1990 ENGINEERING 1,616.30 CURRENT OVER 30 DAYS OVER 60 DAYS OVER 90 DAYS TOTAL DUE \ l lUll -􀁾 :'. .-CONTINUED
--.._------------/.. GINN, INC. CONSULTING ENGINEERS 17103 Preston Road • Suite 100 • LB 118 • Dallas, Texas 75248 • Phone 214/248-4900 CUSTOMER DATE NUMBER 31 OCT 1990 ADD TOWN OF ADDISON
POST OFFICE BOX 144 ATTN: RON WHITEHEAD" CITY MGR ADDISON TX 75001 STATEMENT -INYOICENO. DATE DESCRIPTION TOTAL AMOUNT 7487 31 OCT 1990 24·· WATER LIMB RELOCATE . 2,037.19 . , , .--,
_.--. _._ ".l • -' ._. -N(]J 30 ' 􀁾􀁩􀀮 "; NOV 1 t.; .. 􀁾 . . -I .. CURRENT OVER 30 DAYS OVER 60 DAYS OVER 90 DAYS TOTAL DUE 22667.42 0.00 0.00 0.00 22667.42
.. Invoice Date -31 OCT 1990 GINN INC. CONSULTING ENGINEERS Page 1 Invoice NUlber -7499 I NY0 ICE FRO": GINN INC. CONSULTING ENGINEERS TO: TOliN OF ADDISON POST OFFICE BOX 796577 POST
OFFICE BOX 144 ATTN: RON IIHITEHEAD, CITY "GR DALLAS TX 753796577 ADDISON TX 75001 FOR: JOB 443 SANITARY SEilER I"PRoYE"ENTS SCHEDULED ------lIoRK Co"PLETED ------"ATERIALS TOTAL CO"P
PCT BALANCE TO RETAINAGE PHASE DESCRIPTION YALUE PREVIOUS THIS PERIOD STORED • STORED C"P FINISH 􀁁􀁾􀁕􀁎􀁔 105 PLANS • SPEC INCo"E 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 106 DESIGN FEES
12,426.00 12,426.00 0.00 0.00 12,426.00 100 0.00 0.00 107 CONTRACT AD"IN 2,193.00 109.65 1,710.54 0.00 1,920.19 83 372.81 0.'00 108 INSPECTION FEES 5,492.00 274.10 4,275.96 0.00 4,550.06
83 931.94 0.00 109 OTHER INCo"E 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 260 EASE"ENTS/RDII 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 601 SURYEYING 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 602 TRAFFIC
CONSULT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 603 ELECTRICAL CONSULT 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 604 GEOTECHNICAL INYEST 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 605·BID ADYERTISE"ENT
0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 606 STRUCTURAL ENGR 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 607 ARCHnECT ENBR 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 609 LANDSCAPE ARCHITECT 0.00 0.00
0.00 0.00 0.00 0 0.00 0.00 609 OTHER CONSULTANT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 610 ABSTRACT/TITLE 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 650 PRINTING 0.00 0.00 0.00 0.00 0.00 0 0.00
0.00 651 COURIER 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 :.......􀁾 ! 􀂷􀀬􀀮􀀧􀁾􀁖 , i-I-..V; .. . ' . Final Total 20,101.00 12,B09.75 5,986.50 0.00 19,796.25 94 1,304.75 -0.00 LjS -OCJtJ-G"(,,§
'7cJ -otJ v....;a -c:JC?c:? 0/s (!PF .()U1dMe!-RL__ . .<.1 d 􀁾 Cv1) 1/-30 -9 (/f2u1:t
Invoice Date -31 DCT 1990 Invoice NUlber -7499 FRD": GINN INC. CDNSULTING ENGINEERS PDST OFFICE BDX 796577 DALLAS TX 753796577 GINN INC. CDNSULTING ENGINEERS I NYDICETD: TDIIN DF ADDISON
PDST DFFICE BDX 144 ATTN: RDN IIHITEHEAD, CITY "GR ADDISDN TX 75001 Page 2 FOR: JDB 443 TDIIN DF ADDISDN DESIGN DF SANITARY SEilER I"PRDVE"ENTS FDR "DLD TOliN" AREADF·ADDISDN,"ILDREDI
JULIAN/BRDADIIAY/RAILROAD/DUDRU" AREA ACTUAL CDNTRACT A"DUNT: . $182,740.00 CDNTRACT SU""ARY ·DRIGINAL CONTRACT SU" NET CHANGE BY CHANBE DRDERS CONTRACT SU" TD DATE TDTAL·CD"PLETED AND
STDRED TD DATE RETAINABE TOTAL EARNED LESS RETAINAGE LESS PREYIDUS CERTIFICATES FDR PAY"ENT CURRENT PAY"ENT DUE BALANCE TD FINISH, PLUS RETAINABE 20,101.00 0.00 20,101.00 18,796.25 0.00
t;18,796.25 12,809.75 fk 5,986.50 1,304.75
Invoice Date -31 OCT 1990 GINN INC. CONSULTING ENGINEERS Page 1 Invoice NUlber -7498 I NV0 ICE FROK: GINN INC. CONSULTING ENGINEERS TO: TOliN OF ADDISON POST OFFICE BOX 796577 POST OFFICE
BOX 144 ATTN: RON IIHITEHEAD, CITY "GR DALLAS TX 753796577 ADDISON TX 75001 FOR: JOB 439 KILDRED STREET IKPROVEKENTS/ADDISON SCHEDULED ------1I0RK COKPLETED ------KATERIALS TOTAL COKP
PCT BALANCE TO RETAINAGE PHASE DESCRIPTION VALUE PREVIOUS THIS PERIOD STORED • STORED CKP ·FINISH AKOUNT 105 PLANS. SPEC INCOKE 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 106 DESIGN FEES 27,706.00
27,706.00 0.00 0.00 27,706.00 100 0.00 0.00 107 CONTRACT ADKIN 4,889.00_ 0.00 1,320.03 0.00 1,320.03 27 3,568.97 0.00 108 INSPECTION FEES 12,223.00 0.00 3,300.21 0.00 3,300.21 27 . 8,922.79
0.00 109 OTHER INCOKE 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 260 EASEKEN1S/ROII 2,057.50 1,907.50 150.00 0.00 2,057.50 100 0.00 0.00 601 SURVEYING 8,742.00 8,742.00 0.00 0.00 8,742.00
100 0.00 0.00 602 TRAFFIC CONSULT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 603 ELECTRICAL CONSULT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 604 GEOTECHNICAL INVEST 0.00 0.00 0.00 0.00 0.00 0
0.00 0.00 605 BID ADVERTISEKENT 189.00 189.00 0.00 0.00 189.00 100 0.00 0.00 606 STRUCTURAL ENGR 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 607 ARCHITECT ENGR 0.00 0.00 0.00 0.00 0.00 0 0.00
0.00 608 LANDSCAPE ARCHITECT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 609 OTHER CONSULTANT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 610 ABSTRACT/TITLE 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 650
PRINTING ...' -:) . ' ,0;QO'11 0.00 0.00 0.00 0.00 0 0.00 0.00 􀁟􀁾􀀭􀀧 LI'''L\UW 651 COURIER 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 660 SPECIAL SERVICES/ROil NOV 3 0. 90 743.93 743.93
0.00 0.00 743.93 100 0.00 0.00 .-􀁾 --._.. _" NOV· 􀁾 i.: " , ... . Final Total 56,550.43 39,288.43 4,770.24 0.00 44,058.67 78 12,491.76 0.00 9'5"-t/c?o-􀀦􀁾􀀵 7c:? -c:7c:?..5Ya -c:7Clc:?
􀁓􀁶􀁾􀀮 VJF-􀁾 .
Invoice Date -31 OCT 1990 Invoice NUlber -7498 FRO": GINN INC. CONSULTING ENGINEERS POST OFFICE BOX 796577 DALLAS TX 753796577 GINN INC. CONSULTING ENGINEERS I NV0 ICETO: TOliN OF ADDISON
POST OFFICE BOX 144 ATTN: RON IIHITEHEAD, CITY KGR ADDISON TX 75001 Page 2 FOR: JOB 439 TOliN OF ADDISON DESIGN OF KILDRED ST--ADDISoN RD TO DUoRU" DRIVE CONTRACT A"oUNT $407,431.55
DESIGN. AD"IN 32,595.00 INSPECTION 12,223.00 CONTRACT SU"KARY ORIGINAL CONTRACT SUI' NET CHANGE BY CHAN6E ORDERS CONTRACT SUI' TO DATE TOTAL COKPLETED AND STORED TO DATE RETAINAGE TOTAL
EARNED LESS RETAINA6E LESS PREVIOUS CERTIFICATES FOR PAY"ENT CURRENT PAYKENT DUE BALANCE TO FINISH, PLUS RETAINAGE 56,550.43 0.00 56,550.43 44,058.67 0.00 􀁦􀀴􀀴􀀬􀀰􀀵􀀸􀁾􀀶􀀷 ...,.
39,288..43 4,770.24 12,491.76
Invoice NUlber: 7487 Invoice Date: 31 OCT 1990 Page: 1 Frol: For Job: 90442 To: BINN INC. CONSULTINB ENBINEERS 24" WATER LINE RELOCATION-ELEV TANK TOWN OF ADDISON POST OFFICE BOX 796577
DESI6N OF RELOCATION OF 24" WATER LINE POST OFFICE BOX 144 IN VICINITY OF ELEVATED TANK, ADDISON ATTN: RON WHITEHEAD, CITY "BR DALLAS, TX 753796577 CONFERENCE/THEATER CENTER ADDISON,
TX 75001 CONSTRUCTION AD"INISTRATION AND INSPECTION OF PROJECT ----------------------------------------------------------------------------------------------------------------------------------CONTRA
CT BROSS ----RETENTION ----TAX 1 TAX 2 PHASE DESCRIPTION A"OUNT QUANTITY RATE UNIT A"OUNT A"OUNT PCT A"OUNT A"OUNT 100 SENIOR DESIBNER 0.00 17.00 60.00 1,020.00 0.00 0.00 0.00 0.00 CONTRACT
AD"IN "-100 SENIOR ENBINEER 0.00 3.00 80.00 240.00 0.00 0.00 0.00 0.00 CONTRACT AD"IN 102 -INSPECTOR 0.00 17.25 40.00 690.00 0.00 0.00 0.00 0.00 103 SECRETARY 0.00 0.75 35.00 26.25 0.00
0.00 0.00 0.00 260 SENIOR DESIBNER 0.00 1.00 60.00 60.00 0.00 0.00 0.00 0.00 RI6HT-OF-WAY 650 PRINTINB 0.00 0.90 1.05 0.94 0.00 0.00 0.00 0.00 75. Lf 􀁾 􀁾􀁾 ('jf :1 1/. 6 J6.; w\C:J
􀁾􀁾r 1J.u flU //-30 -90 SCI. IS ;2 037/; NOV 1 􀁾􀀮 . 􀁾 '/§-tJ(Jt!-􀁓􀀭􀁾􀂧 7() -eJo:l3'tJ-000; ! : 􀁾 Invoice SUllary NOV 3 0. 90 Invoice Totals Bross Retention Tax 1 Tax 2 Current
Alount Due 2,037.19 0.00 0.00 0.00 2,037.19
Invoice NUlber: 7484 Invoice Date: 31 OCT 1990 Page: 1 Frol: For Job: 90433 GINN INC. CONSULTING ENGINEERS 1990 "ISCELLANEOUS PAVE"ENT I"PROV POST OFFICE BOX 796577 TOWN OF ADDISON PREPARATION
OF CONTRACT DOCU"ENTS FOR DALLAS, TX 753796577 1990 "ISCELLANEOUS PAVE"ENT AND DRAINAGE I"PROVE"ENTS IN THE TOWN OF ADDISON CONSTRUCTION AIl"INIINSPECTION OF 1990 "ISCELLANEOUS PAVE"ENT
I"PROV To: TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY "GR ADDISON, TX 75001 CONTRACT GROSS ----RETENTION ----TAX 1 TAX 2 PHASE DESCRIPTION A"OllNT IJUANTITY RATE UNIT
A"OUNT A"OUNT PCT A"OUNT A"OUNT 100 PRINCIPAL ENGINEER 0.00 10.00 100.00 1,000.00 0.00 0.00 0.00 0.00 100 SENIOR DESIGNER, 0.00 27.00 60.00 1,620.00 0.00 0.00 0.00 0.00 ( 102 INSPECTOR
0.00 85.75 40.00 3,430.00 0.00 0.00 0.00 0.00 103 SECRETARY 0.00 0.50 35.00 17.50 0.00 0.00 0.00 0.00 604 GEOTECHNICAL INVEST 0.00 392.00 1.05 411.60 0.00 0.00 0.00 0.00 650 PRINTING
0.00 0.70 1.05 0.73 0.00 0.00 0.00 0.00 ...... . ' I Invoice SUlury NOV 3 0. 00 Invoice Totals Gross Retention Tax 1 Tax 2 Current Alount Due T 6,479.83 0.00 0.00 0.00. 􀂷􀂷􀂷􀀧􀁾􀀢􀁩􀁾􀀧􀁬􀀿􀂷􀁾􀀧􀁡
􀁗􀁊􀀱
Invoice Date -31 OCT 1990 GINN INC. CONSULTING ENGINEERS Page 1 Invoice NUlber -7493 I NV 0 ICE FRO": GINN INC. CONSULTING ENGINEERS TO: TONN OF ADDISON POST OFFICE BOX 796577 POST OFFICE
BOX 144· ATTN: RON WHITEHEAD, CITY "GR DALLAS TX 753796577 ADDISON TX 75001 FOR: JOB 369 CREEK SYSTE" I"PROVE"ENTS -ADDISON SCHEDULED ------WORK CO"PLETED ------"ATERIALS TOTAL CO"P
PCT BALANCE TO RETAINAGE PHASE DESCRIPTION VALUE PREVIOUS THIS PERIOD STORED • STORED C"P FINISH A"DUNT 105 PLANS &SPEC INCO"E 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 106 DESIGN FEES 28,764.00
28,764.00 0.00 0.00 28,764.00 100 0.00 0.00 107 CONTRACT AD"IN 4,960.14 4,960.14 0.00 0.00 4,960.14 100 0.00 0.00 108 INSPECTION FEES 12,400.34 12,400.34 0.00 0.00 12,400.34 100 0.00
0.00 109 OTHER INCO"E 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 260 EASE"ENTS/RON 6,201.25 6,201.25 0.00 0.00 6,201.25 100 0.00 0.00 280 SPECIAL PROJECTS 12,566.25 12,566.25 0.00 0.00 12,566.25
100 0.00 0.00 285 CD I 4 GABION RNALL 2,197.00 2,197.00 0.00 0.00 2,197.00 100 0.00 0.00 315 AD"IN BEYOND CO"P 17,067 .25 15,457.25 1,610.00 0.00 17,067.25 100 0.00 0.00 330 INSPECT
BEYOND CO"P 2,025.00 2,025.00 0.00 0.00 2,025.00 100 0.00 0.00 601 SURVEYING 17,318.33 17,318.33 0.00 0.00 17,318.33 100 0.00 0.00 603 ELECTRICAL CONSULT 766.50 766.50 0.00 0.00 766.50
100 0.00 0.00 605 BID ADVERTISE"ENT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 608 LANDSCAPE ARCHITECT 8,527.56 8,527.56 0.00 0.00 8,527.56 100 0.00 0.00 609 OTHER CONSULTANT 10,641.68 10,641.68
0.00 0.00 10,641.68 100 0.00 0.00 610 ABSTRACT/TITLE 187.01 187.01 0.00 n.oo 187.01 100 0.00 0.00 611 HYRAULIC ENGINEER 117.59 117.59 0.00 0.00 117.59 100 0.00 0.00 650 PRINTING 1,056.28
1,056.28 0.00 0.00 1,056.28 100 0.00 0.00 651 COURIER 15.76 15.76 0.00 0.00 15.76 100 0.00 0.00 . -􀁾 􀀧􀀭􀁾􀀧 ----􀀮􀁾􀁟􀀯124,811.94 100 3 0.00 0.00 NCN . 0, 90 Sl8 􀁾 􀀴􀀧􀁊􀀭􀀶􀀰􀀨􀁊􀀭􀀵􀁾􀀵􀀱􀁄􀀭
􀁯􀁯􀁬􀁃􀀻􀁏 I 1,610.0.0.\ i 􀁾 /... O.OQ i ' •. 'i j .;'. Final Total 124,811.94 123,201.94
Invoice Date -31 OCT 1990 Invoice Nu.ber -7493 FRO": GINN INC. CONSULTING ENGINEERS POST OFFICE BOX 796577 "DALLAS TX 753796577 GINN INC. CONSULTING ENGINEERS I NV0 ICETO: TONN OF ADDISON
POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY "GR ADDISON TX 75001 Page 2 FOR: JOB 369 DESIGN, CONST. &INSPECT FOR CHANNEL I"P WATERRECIRCULATIDNS CONTRACT A"T $413,344.60 DESIGN FEE
$33,067.57 INSPECTION FEE @3.0 1 $ 12,400.34 CONTRACT SU""ARY ORIGINAL CONTRACT SU" NET CHANGE BY CHANGE ORDERS CONTRACT 􀁾􀁕􀀢 TO DATE TOTAL CO"PLETED AND STORED TO DATE RETAINAGE TOTAL
EARNED LESS RETAINAGE LESS PREVIOUS CERTIFICATES FOR PAY"ENT CURRENT PAY"ENT DUE BALANCE TO FINISH, PLUS RETAINAGE 124,811.94 0.00 124,811.94 124,811.94 0.00 124,811.94 123,201.94 1,610.00
0.00
Invoice NUlber: 7483 Invoice Date: 31 OCT 1990 Page: 1 Frol: For Job: 90408 GINN INC. CONSULTING ENGINEERS ADDISON SPECIAL SERVICES POST OFFICE BOX 796577 FOR TOWN OF ADDISON DALLAS,
TX 753796577 To: TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY "GR ADDISON, TX 75001 CONTRACT GROSS ----RETENTION ----TAX 1 TAX 2 PHASE DESCRIPTION A"oUNT QUANTITY RATE
UNIT A"OliNT A"DliNT PCT A"OUNT A"OUNT 601 SURVEYING 0.00 1,270.15 1.05 1,333.66 0.00 0.00 0.00 0.00 FILING PLAT FOR 4500 .BELTLINE AS REOliESTE BY CAR"EN "oRAN 􀁾􀁉􀁏􀂷V 􀁬􀁾􀀧 C/-/7/-§",S7d
-cJ&YOt?-􀁴􀁬􀁾􀁤 Invoice SUllary NOV 3 O. 90 Invoice Totals Gross Retention Tax 1 Tax 2 rll,.,."nt A.nunt 􀁄􀁵􀁾 1,333.66 0.00 0.00 0.00 1.333.66
Invoice NUlber: 7480 Invoice Date: 31 OCT 1990 Page: 1 Frol: For Job: 90130 To: GINN INC. CONSULTING ENGINEERS ENGINEERING -ADDISON TOlIN OF ADDISON POST OFFICE BOX 796577 TOliN OF ADDISON
POST OFFICE BOX 144 "ISC. PROJECTS ATTN: RON IIHITEHEAD, CITY K6R DALLAS, TX 753796577 ADDISON, TX 75001 ----------------------------------------------------------------------------------------------
------------------------------------CONTRACT 6RoSS ----RETENTION ----TAX 1 TAX 2 PHASE DESCRIPTION A"oUNT QUANTITY RATE UNIT AKoUNT A"oUNT PCT A"oUNT A"oUNT 100 SENIOR DESI6NER 0.00
0.50 60.00 30.00 0.00 0.00 0.00 0.00 "TIN6/PHoNE CALLS II/CKORAN RE: CARROLL/ADD BOUNDARY 100 SENIOR EN6INEER 0.00 2.25 BO.OO 180.00 0.00 0.00 0.00 0.00 COORDINATION ISSUES 1I1TH THEATRE
CENTRE 100 PROJECT EN6INEER 0.00 2.00 80.00 160.00 0.00 0.00 0.00 0.00 STAFF "EETINGS 100 PROJECT ENGINEER 0.00 1.00 BO.OO 80.00 0.00 0.00 0.00 0.00 GREENHAVEN APT SEilER" 0/-/7 j-􀁾􀁻􀀬􀂧
􀀷􀁾 􀁾􀁪􀀭 7//-G"t.§ 70 Invoice SUllary NOV 3 0, 90 Invoice Totals Gross Retention Tax 1 Tax 2 Current Alount Due .. :-J 450.00 0.00 0.00 0.00 450.00
GINN, INC. CONS1JLTING ENGINEERS Honorable Mayor Lynn Spruill Town of Addison 5300 Belt Line Road P.O. Box 144 Addison, Texas 75001-0144 Dear Mayor Spruill: May 26,1992 'r􀁾l ., .. ,
..,..... 􀀬􀀺􀀭􀀻􀁾􀀮 " .. 0 t 92 " 􀁾􀁪 􀀭􀀭􀁾 During the past 20 years, we have looked with pride to the various projects which we have designed for the Town of Addison. Now it gives
me great pleasure to inform you that we won the 1991 "Award of Excellence" from the Portland Cement Association for the 6 Million Gallon Reservoir on Celestial Drive. It is my understanding
that an article will soon .be published in the Public Works Magazine regarding this national award. -Under separate cover, I am forwarding the plaque presented to the Town of Addison.
We would appreciate it being displayed in a place of prominence. 4?p-.-"--H. Wayne Ginn, P.E. HWG:sb cc: Council Members RQI;lFWhitehead Don Preece File 17103 Preston Road. Suite 100
• LB 118 • Dallas, Texas 75248 • Phone 214/248-4900
r:'\ r,= 􀁨􀁾􀁾􀁮 􀁲􀀭􀁉􀀩􀁾 .. . " "i J 􀁾 .,r /: ......>" .\ : , ! ...... P .,' YAY 2 1 91 J I Ii GINN & CASE, I ':" . CON CiTY MANAGEH May 20, 1991 Mr. John Baumgartner, P.E. City
Engineer Town of Addison P.o. Box 144 Addison, Texas 75001 Re: Mildred street Improvements Dear Mr. Baumgartner: LTING ENGINEERS Work for the above referenced project has been completed
and inspected by representatives of Ginn & Case, Inc. and the Town of Addison. The work was found to be in general conformance with the contract documents. The original contract completion
date was January 29, 1991. The project was substantially complete on April 4, 1991. Enclosed are three (3) copies of Application for Payment No. 6 (FINAL) in the amount of $94,396.10
from Centerline Constructors, Inc. representing work performed on the project through completion, including: the final change order reflecting overruns and underruns of the estimated
quantities; and, request for previously held retainage. We have reviewed the application and" recommend that payment in full be made at this time and that the City Council formally accept
the project and begin the one year warranty period. Also enclosed are the project close-out submittals and other items of correspondence and project supporting documents for" your information
and use in making the decision to accept the project and make final payment. The submittal includes: 1) Executive Summary; 2) , Summary of Change Orders; 3) Final recap of cons:':r-uc·t:ic:>n
costs; 4) Contractor's Affidavit of debts and claims; 5) letter of warranty; 6) Consent of Surety Company to final payment; 7) Record Drawings for the project -mylar reproducibles and
two blue line prints, under separate cover. If appropriate, please place this item on the next Council Consent Agenda to serve as pUblic notice that FINAL PAYMENT, in accordance with
the Contract Documents, in the amount of $94,396.10 will be made to Centerline Constructors, Inc. for the construction of the Mildred Street Improvements project. The contract requirements
have been completed, all documents are in order, and the project is ready for acceptance by the Town of Addison.17103 Preston Road -Suite 100 -Dallas, Texas 75248 -Phone 214/248-4900
P.O. Box 796577 -Dallas, Texas 75379-6577 -FAX 214/931-1452
May 20, 1991 Mr. John Baumgartner, P.E. Page 2 Should you require any further information, please contact our office. Sincerely, 􀁾􀁾􀁥􀀬 SWC/GF/dsp enclosures P.E. cc: Ron Whitehead,
City Manager Slade strickland Robin Jones Don Preece Larry McCallum Centerline Constructors, Inc. Gabe Favre File 439
EXECUTIVE SUMMARY MILDRED STREET IMPROVEMENTS TOWN OF ADDISON. TEXAS 1. The project was advertised July 26 and August 7, 1990. Bids were opened on August 14, 1990. Seven bids were received
and ranged from a low of $590,171.55 to a high of $679,781.00. 2. On August 28, 1990, the City Council awarded a unit price contract to Centerline Constructors, Inc., Ft. Worth, Texas,
in the amount of $590,171.55 for all the work as proposed. 3 • A pre-construction conference was held on September 21, 1990. Notice to proceed was given as on or before October 1, 1990.
Contract time was 120 calendar days. Contract completion date was January 29, 1991. were set at $500.00 per day. Liquidated damages 4. Some of the initial delays which occurred were
obtaining the OPUBCO easement parallel to the railroad. This prevented the contractor from doing work in this area at the beginning of the project. We denied, at the beginning of the
project, a request to close down Mildred Street from Addison to Julian. The contractor requested this to expedite the completion of the project. It was denied due to the fact that the
theater center was having plays at the time and the theater contractor had to utilize Mildred Street for access& 5. A delay occurred early in the project due to the necessary fabrication
of the 24" waterline material by Gifford-Hill. This work could not be performed until the pipe was uncovered and accurate measurements were taken.
6. Due to either rain or poor working conditions, the contractor was unable to work the following days: Oct. 3, Oct. 9, Oct. 31, Nov.' 8, Nov. 21, Nov. 26, Nov. 27, Nov. 28, Nov. 29,
Dec. 11, Dec. 17. From approximately December 18, 1990 t6January 15, 1991, very little work was completed due to the inclement weather. 7. On February 4, 1991, we notified the contractor
that the contract completion date of January 29, 1991 had passed. 8. The contractor requested a final walk-through on April 4, 1991. On April 5, 1991, a punch list of items to be completed
or corrected was prepared and presented to the contractor. Additionally, a certificate of Substantial Completion as of April 4, 1991 was prepared. 9. As of April 15, 1991, all items
of the punch list had been addressed to the satisfaction of the Town of Addison and Ginn & Case, Inc. representatives. 10. When the weather permitted, the contractor prosecuted the work
in a timely manner, in our opinion. Based on the knowledge we have of the proj ect, we would not recommend assessing liquidated damages. We feel that the contractor has done an admirable
job on the project. 11. Due to a minimum overrun of quantities, combined with thorough inspections and comprehensive contract administration, the· total proj ect contract price, before
change orders, 􀁩􀁾 approximately $1,294.45 less than was bid. Original contract price was $590,171.55. Contract price prior to change orders is $588,877.10. The actual final contract
price will be $596,184.60 which includes change orders and field changes.
12 • We hereby recommend that the proj ect be accepted and that final payment in the amount of $94,396.10 be paid in full at this time.
SUMMARY OF CHANGE ORDERS MILDRED STREET IMPROVEMENTS CHANGE ORDER NO.1 Install approximately 1150 LF of 2" PVC conduit for future traffic signal interconnect as requested by Mr. Bruce
Ellis. ADD: $4,232.50 to contract amount CHANGE ORDER NO.2 Install additional 2" thick HMACP in alley behind Broadway street from Julian street to Addison Road, to repair damaged pavement,
as approved by Mr. Robin Jones. Add: $2,500.00 to contract amount CHANGE ORDER NO.3 Cost overruns/underruns for project. (See attached spreadsheet) Deduct: $1,294.45 from original contract
price FIELD CHANGE NO.1: Provide additional 4" diameter PVC sleeve, under walk, for future irrigation; and, relocate water valve as per Mr. Slade Strickland. ADD: $575.00 to contract
amount FINAL RECAP OF CONSTRUCTION COSTS original Contract Amount $590,171.55 Change Order No. 1 (Add) 4,232.50 Change Order No. 2 (Add) 2,500.00 change Order No. 3 (Deduct) 1,294.45
Field Change No. 1 (Add) 575.00 TOTAL CONSTRUCTION COSTS $596,184.60
CHANGE ORDER ;..•..·i .. ....􀁾􀀭􀁟􀀮 (Inslruclions on rcvcrsc sidc) No. Three (3) FINAL PROJECT: Mildred Street Improvements DATE OF ISSUANCE: May 20, 1991 OWNER: (Namc. Addrcss) Town
of Addison P.O. Box 144 Addison, TX 75001 CONTRACTOR: Centerline Constructors, 2525 Ridgmar Blvd. Fort Worth, TX 76116 Inc. OWNER's 􀁐􀁲􀁾􀁪􀁥􀁣􀁬 No. __--,-_ ENGINEER: . Gl'nn &Case
Inc . , . CONTRACT FOR: Construction of Mildred Street . from Addison Road to Quonnn Drive ENGINEER's 􀁐􀁲􀁾􀁩􀁣􀁣􀁬 No. __4_3_9_ You arc dircclcd 10 makc Ihc following changcs in the Conlracl Documenls. Dcscriplion: Quantity overrWls/Wlderruns Purpose of Change Order: Allachmenls: (List docllmenls supporting
ch;1I1ge) CHANGE IN CONTRACT PRICE: CHANGE IN CONTI{ACTTIME: Original Conlracl Pricc Original Conlracl Timc 590,171.55 $,---'-------------------120 􀁤􀁒􀁙􀁾 or c.1nle Previous Change
Orders No.__1__ 10 No. _.;::.2---,-__ Nel changc from prcvious Change Orden; $,_6--,-'_73_2_._5O---=-p_lu_s_F_.C__._#_1􀀭􀀭􀀭􀀬􀀨􀁾􀀤􀁟􀀵7_5_._00-,,)'--__ -0-dny. Contracl Price prior
10 this Change Order Contracl Time Prior to this Change Ordcr $ 597 ,479.05 120 d.y. 0' d.'e 􀁎􀁣􀁲􀁾(deaease) of this Change Order Nel IncrC;lse (decrc;lsc) of lhis Change Order $ J,294.45
-0-d.y. Contracl Price with all approved Changc Orders Contracl Time wilh all approved Cha....ge Orders $ 596,184. 60 120 d.y. o,d.le Town of Addison Centerline Constructors, Inc. APPROVED:
􀁁􀁾􀁉􀀧􀁒􀁏􀁖􀁅􀁄􀁾 by 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀺􀀨􀀩􀁜􀀽􀀭􀀧􀀭􀀮􀁮􀀮􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀁑􀀺􀀮􀀮􀀮􀀮􀀺􀀺􀀺􀀻􀀺􀁣􀁯􀁾􀁮􀀺􀀺􀀺􀁉􀀧􀀮􀀺􀀺􀀧􀁣􀁬􀀧􀀡􀁬􀀮􀁏􀀧􀁾􀀭􀀭􀀭􀀭􀀭 RECOMMENDED: 􀁾 1 by If.." /.
t"' !nlt;neer Gi &Case Inc. EJCDC No. 1910-s-d (1983 Edilion) I'repAred hy the 􀀢􀁮􀁾􀁩􀁮􀁥􀁥􀁬􀀧􀀢 Joinl C"nlrAcI 􀁉􀀩􀀢􀁣􀀢􀀬􀀬􀀬􀁣􀁮􀁬􀁾 C,,,nn,illce A,,,I c",lor,cll hy The A••"dAleti
Gene,.' ConlrAc'"," "r Arneric•.
APPLICATION FOR PAYMENT "/-􀁾 -􀁾 􀁾􀁾 PAYMENT REQUEST NO. __􀀽􀁓􀀱􀁘􀀽􀂷􀁾􀀨􀁾􀀶􀁾􀀩 􀁾 􀁾􀁆􀁾􀁉􀁾􀁎􀁾􀁁􀁌􀁾􀁂􀁾􀁉􀀽􀁌􀁌􀀽􀁉􀁾􀁎􀁾􀁇􀁾__SHEET 1 OF 4 FOR·WORK COMPELTED THROUGH THE DATE
OF:_· 􀁾􀁁􀀽􀁰􀀽􀁾􀀽􀁩􀁬􀁾􀀳􀁾􀁏􀁌􀀬 19 91 PROJECT TITLE: MILDRED STREET IMPROVEMENTS -SANITARY SEWER IMPROVEMENTS LOCATION: DESCRIPTION: TOWN OF ADDISON, TEXAS CONSTRUCTION OF MILDRED
STREET FROM ADDISON ROAD TO QUOURM DR ALONG WITH STORM SEWER AND SANITARY SEWER INSTALLATION OWNER/ENGINEER INFORMATION: CONTRACTOR INFORMATION: OWNER: TOWN· OF ADDISON CONTRACTOR: CENTERLINE
CONSTRUCTORS ADDRESS: P.O. BOX 144 ADDRESS: P.O. BOX 11721 CITY/STATE: ADDISON, TX. 75001 CITY/STATE: FT. WORTH, TEXAS 76110 CONTACT PERSON: SLADE STRICKLAND PHONE NO.: 214-450-2869
ENGINEER: GINN, INC. -ENGINEERS ADDRESS: 17103 PRESTON RD., #100 CITY/STATE: DALLAS, TX. 75248 CONTACT PERSON: GABE FAVRE PHONE NO.: 214-248-4900 CONTACT PERSON: BARNEY BOYDSTON PHONE
NO.: 817-732-0882 INSURANCE CO: SEABOARD SURETY CO. ADDRESS: 5750 PINELAND CITY/STATE: DALLAS, TEXAS BONDING AGENT: STEVEN B. SIDDONS ADDRESS: 3519 WEST VICKERY BLVD CITY/STATE: FT.
WORTH, TX 76107 CONTRACT NO.: CONTRACT DATE: AUGUST 29, 1990 PROJECT NO. 439-443 TOTAL ORIGINAL CONTRACT AMOUNT: $ 590,171.55 TOTAL CHANGE ORDERS NOS ._3_-__AMOUNT $_7_3_0_7_.5_0 _ TOTAL
CONTRACT AMOUNT TO DATE: $ 590,171.55 + Change Order #1($4232.50) + Change Order 􀁾 ($2500.00) + Field Change Order #1($575.00} = $597,479.05 NOTICE.TO.PROCEED DATE: OCTOBER 1, 1990
COMPLETION DATE:120 CALENDAR DAyS CONTRACT COMPLETION DATE: JANUARY 29, 1991 PERCENT TIME 􀁅􀁌􀁁􀁐􀁓􀁾􀀮􀁾􀀮􀀺 .. l_O_O% PERCENT WORK 􀁃􀁏􀁍􀁐􀁾􀁅􀁔􀁅􀁄􀀺 l_O_O\ I .
􀁬􀁾 Centerline Constructors, Inc. 2525 Ridgl8llr, Su'ite 321 Fort Worth, Texas 76116 TOI Town Of Addiion P.O. Box 144 Addison, TX 75001 U7·6 Final Mav 14, 1991 187 Mildred Avenue Item
APprox. Unit Quantitv Total Alllount No. Quantitv Unit Item Duc. Price To Date Due -----_ .. _--_............ .._ .. -----Street Improvement s 100.1 6.55 Stations Prepare ROW 65' $1,300.00
6.55 $8,515.00 100.2 5.50 Stations Prepare ROW 80' Sl,300.00 5.50 $7,150.00 100.3 0.65 Stations Prepare ROW 60' $l, 300.00 0.65 $845.00 104.1 240 Lin. Ft. .Saw-Cut Full Depth Asphalt
or Concrete $4.50 240.00 $1,080.00 104.2 75 SQ. Yds. Remove Old Concrete or Asphalt Concrete $l1. 00 75.00 $825.00 110.0 3,500 Cu. Yds. Roadwav Excavation Densitv Control $3.75 3500.00.
$l3,125.00 160.0 2,800 SQ. Yds. Furnfsh &Place Topsoil incl Rve Grass $1. 50 2800.00 $4,200.00 248.0 25 Cu. Yds. Flex. Base, TYpe A, Grade 1, Class 3, Compl $90.00 21.50 $l, 935.00 260.0
4,500 SQ. Yds. lime Treatment for Materials in Place $2.30 4500.00 $lO, 350. 00 262.0 2,650 SQ. Yds. Lime Treatment for Base Course $2.30 2755.00 16,336.50 264.0 100 Tons Hvdrated LIme
(6\ bv weightl $81. 00 100.00 $8,100.00 340 150 SQ. Yds. 6' Thick Tvpe DHMACP $22.00 130.00 $2,860.00 360.1 6,000 SQ. Yds. 8' Thick Reint. Conc. Class C $l7.95 6102.00 $109,530.90 360.2
835 SQ. Yds. 6' Thick Reinf. Conc. Class C $l8.00 760.00 $l3, 680. 00 360.3 37 Lin. Ft. Concrete Street Header $4.75 37.00 $l75.75 400 1 L.SUDl Trench Safetv for Storm'Drainage Lines
$550.00 1. 00 $550.00 464.1 320 Lin. Ft. 18' Reinf. Conc. Pipe C-7b $37.00 339.00 $12,543.00 464.2 385 Lin. Ft. 24' Reinf. Conc. Pipe C-7b $55.00 385.00 $21,175.00 464.3 530 Lin. ft.
30' Reinf. Conc. Pipe C-76 166.00 548.00 $36,168.00 470.1 5 Each 10' Standard Curb Inlet $3,800.00 5.00 $19,000.00 470.2 5 Each 10' Modified Curb Inet $4,000.00 5.00 $20,000.00 479.1
2 Each Adjust Existing Manhole $450.00 2.00 $900.00 500 1 L. Sum Mobi 112at ion $30,000.00 100.00\ $30,000.00 530.1 2,100 Lin. Ft. Concrete Curb and Gutter $1. 35 2097.00 $2,830.95 530.2
730 SQ. Yds. Concrete Sidewalk 4' THick $21.15 688.00 $14,551.20 530.3 140 SQ. Yds. Concrete Drivewavs 6' Thick $20.50 142.00 $2,911.00 530.4 840 SQ. Yds. Brick Pavers $35.00 760.00
$26,600.00 . 582.1 1 Each Adjust Existing Water Valve $75.00 1. 00 t75.00 582.2 1 Each Relocate Existing Water Meter $350.00 1. 00 $350.00 582.3 80 Lin. Ft. Lower 24' PCCP Water LIne
$265.00 80.00 $21,200.00 618. 1 425 Lin. Ft. 2'/4' Electrical Conduit $5.50 433.00 $1,381.50 618.2 40 Lin. Ft. 2' Irrigation Conduit $7.00 40.00 $280.00 666.0 1 L.SuDi Pvmt Markings
-24' Stop Bars Etc. $3,700.00 1. 00 $3,700.00 676.1 108 Each Traffic Buttons P-7W Single Refl. White $3.00 ·108.00 $324.00 676.2 108 Each Traffic Buttons P-15 WDouble Refl White $4.70
108.00 $507 .60 . 676.3 152 Each Traffic Buttons P-117Y Double Refl Yellow 16.10 152.00 $927.20 Total Amount Bid: (Street Improvementsl $405,682,60
6\\eiTy\)o. 􀁾􀀼􀁒􀁴-􀁴 "( 􀀬􀁾 SanitarY Sewer Improvements H&.l &70 Un. Ft. a' Diameter PVC Dr 3& ra'·10' Deep) SIn Sewer '33.00 &30.00 t17,490.00 46&.2 1,240 Lin. Ft. 8' Dia. PVC Dr
35 110'·12' Deep) San Sewer $38 .. 00 1280.00 $48.640.00 465.3 1,070, .Lin 􀁾 Ft. 12' Ohm. PVC DR 35 16'.-8' Deep) San Sewer $28: 00 1051. 00 $29,428.00 465.4 485 Lin. Ft. 12' Diem.
PVC DR 35 (8'-10' Deep) San Sew'er $31. 00 394.00 $12,214.00 465.5 650 Lin. Ft. 12' Diam. PVC DR 35 (10'-12' Deep) San'Sewer $42.30 760.00 $32,148.00 465.6 100 Lin. ft. 4' Diameter PVC
DR 35 18'-10' Deep! San Sewer $31.50 97.00 $3,055.50 465.7 ' 60 Lin. ft. 6' Diam.PVC DR 35 (8'-10' Deep) San Sewer $53.00 60.00 ,$3,180.00 470.3 2 Each Sanitary Sewer Manhole 16'-8'
Deep) Complete $2,000.00 3.00 $6,000.00 470.4 4 Each SanitarY Sewer Manhole (8'-10' Deep) Complete $2,200.00 4.00 $8,800.00 470.5 9 Each San. Sewer Manhole (10'-12' Deep) Complete $2,400.00
8.00 $19,200.00 472.0 160 Lin." ft. Relaying Culvert Pipe $19.00 131. 00 $2,489.00 400.1 1 L.Sum Trench Safety for Sanitary Sewer Lines $550.00 1. 00 $550.00 Total Amount Bid (SanitarY
Sewer): $183,194.50 Change Orders &field Extras CO 11 1 L. Sum Change Order 11 -Ad 2' Conduit Pull Boxes $4,232.50 1. 00 $4,232.50 CO 12 1 L. Sum Change Order 12 -HMAC Pavement Patch
$2,500.00 1. 00 $2,500.00 1 L. Sum field Change 11 -Sdwlk Sleeve &Reloc W.M. $575.00 1. 00 $575.00 Total Amount of Change Orders etc: $7,307.50 Amount Completed: Retainage O.OOt Net
Amount Due: Less Previous PaYment: Total Amount Due: $596,184.60 $0.00 $596.184.60 $501,788.50 $94,396.10
􀁐􀁒􀁏􀁾􀁅􀁃􀁔􀀺 MILDRED STREET IMPROVEMENTS 􀀮􀁃􀁏􀁎􀁔􀁒􀁁􀁃􀁔􀁏􀁾􀀺 CENTERLINE CONSTRUCTORS, INC. OWNER..: 'TOWN OF ADDISON , TEXAS ENGINEER: GINN, INC. CONSULTING ENGINEERS SHEET
NO. 4 OF 4 APPLICATION FOR PAYMENT NO. 6 DATE: April 30 19 91 ACCOMPANYING DOCUMENTATION: c... GROSS AMOUNT DUE ••••..• $ 596,184.60 ,LESS 5 % RETAINAGE ..• $ 􀀭􀁟􀁏􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
AMOUNT DUE TO DATE •.•.. $ 596,184.60 LESS PREVIOUS PAYMENTS. $ 501,788.50 TOTAL AMOUNT DUE THIS APPLICATION •.••••• $ 94,396.10 REVIEWED BY: DATE: CHECKED BY: 􀁾􀁄􀁁􀁔􀁅􀀺􀁓􀁾􀁾􀀯 CONTRACTOR'S
CERTIFICATION: The undersigned CONTRACTOR certifies that (1) all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been
applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment numbered 1 through 6 inclusive; and (2) title to
all materials and all equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all
liens, Claims, security interests and encumbrances (except such as covered by Bond acceptable to OWNER). Dated May 17, 19 91 CONSTRUCTORS, INC. SUbscribed ,Before Ma This Date, May 17,
1991 􀁾􀁾􀁯􀁲􀀼􀁜􀁜􀁜􀁾 Title: Richard Waters, President Jan Ieretro, NotllY Public Carro Exp: 7/27/92 ENGINEER'S RECOMMENDATION: This Application for Payment (with accompanying documentation)
meets the requirements of the Contract Documents and payment of the above TOTAL AMOUNT ,DUE THIS APPLICATION is recommended. Ginn, Inc. Consulting Engineers By: 􀁇􀁫􀁾􀂷 . Title: Project
Manager OWNER'S APPROVAL: Application for Payment received on 19 by ---..;, _ Approved for payment on day of ---..;, 19 Town of Addison, Texas By:------------------Title:----------------
CENTERLINE CONSTRUCTORS, INC. May 16, 1991 ML. Gabe Favre Ginn &Case, Inc. 17103 Preston Road Suite 100 Dallas,TX 75248 RE: Mildred Street IrnProverrents 􀁾 ML. Favre: Pursant to Division
I, Section 01300, Paragraph 1.3 of the General requirements, notice is hereby given of canpletion of the above referenced project. . Sincerely, ENTERLINE 􀁃􀁏􀁎􀁓􀁔􀁒􀁕􀁃􀀧􀁉􀁄􀁾􀀬 IOC.
Richard Waters President" P, O. Bo x 11721 • Fort Worth i ;1.1 . T e x a s, 7 () 1 1 0 • 817-732-0882
CENTERLINE CONSTRUCTORS, INC. May 20, 1991 city of Addison c/o Ginn, Inc. -Consulting Engineers 17103 Preston Rd., Ste. 100 Dallas, TX 75248 RE: Mildred street Improvements Dear Mr.
Favre: Pursant to section 01700, "Contract Closeout" paragraph 1.4, subparagraph 3 of the general requirements of the above referenced contract, Centerline Constructors, Inc. hereby
warrants all work to be free of defects for a period of one year. SincerelY, 􀁾􀁉􀁎􀁅 CONSTRUCTORS, INC. Richard Waters President P. O. B"ox 11721 • Fort Worth Texas.. 7()110 • 817-732-0882
.' THI STATIO' TEXAS •• COUNTY OF Tarrant • BEFORE ME. tbe underaiancd authority, • Notlry Publlc In and for the Stato of TCl.a'.'l-on tbis day personally appeared Richard Waters • whO,
bcina by me 􀁦􀁩􀁾􀁳􀁴 duly .worn. upon o"hdcpOICI and lIy': 1. -I am an owner or duly authorIzed offlcer of the undcrsilnod Contrlctor. subcontractor. or material suppller In connection
with the construction of the Mildred Street and Sanitary Sewer Improverrents in Addison Dallas .County. TexI., Cor Town of Addison (horolnafter referred to .a "Owner·). Ind lam authorllcd
In such capacity to make thit affidavit. . 2. I heroby certify thlt III debts and obllsation, incurred by tho undersl.ned In tho erection. construction. and compledoll or tho boreinabovo
dClcrlbcd project (inciudina. but not limited· to. thoae for labor. matorial. cquipment. ltUppJlCI. IIcrvlccs. Inluranco. tII.CS. and other co.ta). have been paid Ind dilcharlod in full.
3. To induce Owner to mako tlnal payment in the amount or S 94« 396 .10 • and upon receipt of luoh payment. tho undcrsianed hcrcby releases and dlacharlel tho Ownor. the contraotor or
subcontractor and Iny financial institution which haa or hat had any lien. asainu the hereinabove dellcribed project. from any and all liona. claiml. riaMs. and/or equitici wbatsoever
alainll the hcrelnabove delcribed project and hereby waives and surrenders any and all rlabel of thc under,lancd to make ,uoh a claim for licn rCluJllns from labor. materiall, equipmeDC.
supplies. lervices. insurance. and/or other coat. incurred by the undersilncd. 4. The undersisncd further asree, to Indemnify and hold harmlcal the Owner or the. financial institution
which bas or bas bad any Uen, I'lin't tbe hereInabove described project. from and a.llnlt any aDd all liens, claim•• expenlOI. IOlS010r dlm'los. or whatever kind and nature, by realon
of any debts or obllsatlons incurred, or ,lIcle4 to havc becn incurred. by the undcrsiSDed. ita aBcntl, employee., and/or .ubcontraoton in connection with the erection, construction.
and/or Improvements or said property.-FINAL RELEASE AND WAIVER or LIEN RIGHTS -P." 1 ,, \
SIONED thl. the 􀁟􀀭􀀭􀀽􀀭􀀱􀀷􀁾􀁟 day of Ma ..v ..J. 􀀱􀀹􀁾􀀮 '. CONTRACTOR, SUICONTRACTOa OR 􀁾􀀢􀁌􀁉􀀧􀀢 N!i\COt Affiant Bjcband Waters President Thlc of Arfiant SWORN AND SUBSCRIBED
TO BEFORE ME ,hI. thc 17 day of May • 19 􀀹􀁾 by • Affiant. to certiry which .whnc.. my hand and official Ical. (t:\forw\co"'&\A.b,doc) FINAL RELEASE AND WAIVER OF LIEN RIGHTS· P.lt
2
( "CONSENT OF SURETY COMPANY TO fiNAL PAYMENT AlA DOCUMENT G707 PROJECT: (narnli', 􀁡􀁤􀁤􀁲􀁥􀁳􀁾􀀩 OWNER ARCHITECT CONTRACTOR SURETY OTH[R oooo I ARCHITECT'S PROJECT NO: 439 CONTRACT
FOR: Mildred Street Improverrents TO (Owner) r . Town of Addlson 5300 Belt Line Road Addison, TX 75240 L .J CONTRACT DATE: 8/29/91 CONTRACTOR: Centerline Constructors, Inc. In accordance
with the provisions of the Contract between the Owner and the Contractor as 􀁩􀁮􀁤􀁩􀁣􀁾􀁴􀁥􀁤 ..bov., the ( Seaboard Surety Canpany 5750 Pineland Dr., Suite 304 Dallas, Texas 75231-5366
on bond of «he,. Imen 􀁮􀁾􀁭􀁥 and .ddress 01 Conuatro,l , SURETY COMPANY, centerline Constructors, Inc. 2525 Ridgrnar Blvd, Suite 321 , CONTRACTOR, Fort Worth, Texas 7611 6 hereby 􀁾􀁰􀁰􀁲􀁯􀁶􀁥􀁳
of the final payment 10 the Contractor, and agrees thaI (inal payment to the Contractor shall not relieve Ihe Surely Company of any of its obligations to (here inletl name anI;! 􀁾􀁤􀁤􀀧􀁨􀁓
01 O....ner) Town of Addison 5300 Belt Line Road , OWNER. Addison, TX 75240 75240 as 􀁈􀁾􀁬 forth in the said Surely Company's bond. IN WITNESS WHEREOF, the Surety Cornpany has hereunto
set its hand lhis 17th day o( May 1991 AlleSl: (Seal) : _ Seqboarq. Surety..Company __.... , .__.. _ Surety Company 􀁊􀁾􀁾􀁾􀁾 Signature of ·Authorized 􀁒􀁥􀁰􀁲􀀨􀀧􀁾􀁥􀁮􀁴􀁾􀁬􀁩􀁶􀁥􀀭􀀭􀀭􀂷􀂷
.._-.. Steven B. Siddons, Attorney-in-fact Ii'lle !'Ion: 11"1 101m 􀁉􀁾 10 be 􀁬􀀺􀁾􀁴􀀧􀁤 3\ 􀁾 wn·'t>.nion d(lcumenl 10 AlA DOCUI\·lENT C7OG, CONTRAC10f< S MflD....VIT or PAYMENT OF
DEIIlS AND Cl 􀀢􀀢􀁜􀀮􀁜􀁾􀀮 ("rrMl (tl'toon
::"71C::: 􀁓􀀬􀀲􀀭􀁎􀁾􀁾􀁾􀁆􀁉􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁍􀁍0228 . ..•..... ... . . . POWER OF ATTORNEY •. , . . ' .. KNOW ALL MEN BY THESE PRESENTS: That SEABOARD SURETYCOMPANY, a Gorporation of
the State of NewYork, has· made. constituted and appointedand bythese presents doesmake,constitute and appoint. Robert> C. Si440ns ..•.or 􀀮􀀮􀁒􀁯􀁢􀁾􀁊􀀻􀁴 c. 􀁆􀁘􀀢􀁩􀁣􀀪􀁾 '.. 􀁯􀁲􀀱􀀳􀁥􀁴􀀺􀁴􀁙􀁾
􀁁􀁭􀁲􀁒􀁑􀁧􀁥􀁊􀀺􀀧 S.Qr . Wi11iam A•. Grote.' or 􀁌􀀺􀁩􀀮􀁮􀁤􀁾􀁣􀁱􀁬􀀬􀁬􀁥􀁹􀁯􀁊􀀺􀀢􀂷 Jessi,:ca 􀁋􀁥􀁮􀁤􀁲􀁩􀁣􀁫􀁯􀁴􀁾􀀧􀀺􀁓􀁴􀁥􀁶􀁥􀁮􀁂􀁾􀁓􀁩􀁧􀁤􀁯􀁮􀁳􀁻'--of Austin I . Texas .
.' . . . ....." . . ..... . . . .•........ 􀁩􀁴􀁳􀀮􀀱􀁲􀁊􀁊􀁾􀁾􀁮􀁤􀁬􀁡􀁷􀁦􀁬􀁬􀁬 􀁁􀁴􀁴􀀨􀀩􀁲􀁮􀁥􀁹􀁾􀁩􀁮􀀭􀁆􀁡􀁣􀁴􀀬 to make, e)(ecute 􀀢􀀱􀁊􀁾􀁴􀁾􀁥􀁬􀁩􀁶􀁥􀁲Q!"l its 􀁢􀁥􀁟􀁨􀁾􀁬􀁦􀁬􀁮􀀤􀁉􀀬􀁭􀁕�
�􀀬􀁣􀁥 policiCitS, surety bOl'ui$, u!"ldertilklogS ilod_., 􀁩􀀮􀁴􀁩􀁬􀁾􀁉􀀭􀁉􀁾􀁩􀁾􀁫􀁾􀁾􀁾􀁴􀁾􀁾􀀻􀁾􀀡􀁩􀁬􀁦􀁪􀁲􀀡􀁲􀁾􀁾􀁴􀁾􀀱􀁾􀁾􀁓􀁾􀁩􀁾􀁉􀁾􀀧􀁬􀁴􀁾􀀱􀁟􀀰􀀱􀀱􀁬􀁩􀀻􀁾􀁪􀁾􀀡 . . 􀀭􀀺􀀺􀁾..􀁾􀁟..􀁾
􀀺􀀭 . 􀁾􀀮 􀁟􀀺􀁾􀁾􀁟􀀺􀀺􀀻􀀭 . :. -:---:' . . 􀁾 .:.: ..􀀭􀀺􀀮􀁾􀀮 -.:.;. .: -:" -_0-. Such insurance policies, surety bonds. undertakings and instruments for said purposes, when duly
executed by the aforesaid 􀁁􀁴􀁴􀁯􀁲􀁮􀁥􀁹􀁾􀁩􀁮􀁾􀁆􀁡􀁣􀁴􀀬 shall be binding uponthesaid Company as fully and to the sarneextent as if signed bylhe duly authorized 'officers of the
Qornpanyand sealed with its corporate seal; and all the aGts Of said Attorney-in'-Fact, pursuant to the authority hereby given, are hereby ratified and confirrned, This. appointment
is. made pursuant tathe following By.,.l-aws which were duly adopted by the Boarcl of Direc.;tors of the said Corripanyon DeGember 8th, 1927; with Amendments to and including January
15,1982 and are still ,in full force and effect: ARTICLE VII, SECTION 1: "Policies, bonds, recogllizances. stipulations. consents of surety, underwriting undertaldngs and Instruments
relating thereto. Ins\Jrance policies, bonds, recognizances, stipulations, consents of surety and underwriting undertakings 01 the Company. and releases, agreements and other writing!;
relating in any way thereto or to any claim or loss thereunder, shall be signed in the name and on behallol the Company (a) by the Chairman 01 the Board, the President, a VicecPresident
or a ResidentVice-President and by the Secretary. an Assistant Secretary. a Resident Secretary or a Resident Assistant Secretary; or (b) by an Attorney-in-Fact lor the Company appointed
and authorized by the Chairman 01 the Board, the President or a Vice-President to make such signature: or (c) by such other officers or representatives as the Board may lrom time to
time determine_ The seal 01 the Company shall il appropriate be affixed thereto by any such officer. Attorney-in-Fact or representative." IN WITNESS WHEREOF, SEABOARD SURETY COMPANY
has caUSed these presents to be signed by one of its 􀁖􀁩􀁣􀁥􀁾 . Presidents. and its corporate seal to pe hereunto affixed ano duly attested byane of its Assistant Secretaries. this
.•14tlk". 􀁾􀂷􀀮􀀵􀁻􀁴􀁩􀀺􀁡􀁙􀁾􀁾􀀡􀁅􀀻􀀺􀀳􀀧􀁾􀀢􀀻􀁍􀀭􀁾􀁘􀀺􀁐􀀺􀁬􀁬􀀬􀀻􀀬􀀬􀀻􀀬􀀮..􀀬., ,...􀁾􀀮􀀡 19.•..􀀬􀁾􀀻􀀱 . . ··,.,--,·tY '. '. 􀀢􀀧􀀯􀁾􀀿 .'0 . "]. 􀀢􀀬􀁣􀀺􀁾􀀬􀀬􀁟􀀬􀀭􀀺􀀺􀀬
e<Alle,t . > SEABOrr:J.:::J.MPANY . .•.•. 􀀬􀁉􀁜􀀻􀀺􀁾􀁬􀀢􀀬􀁉􀀬􀀬􀀨􀁳􀁥􀀮􀀬􀀩 􀁾􀁌􀀡􀀡􀀬􀁉􀁦􀀧􀀡􀀡􀀡􀀺􀂷􀁾􀀡􀀺􀀧􀀼􀀮􀀮􀁾􀁹 .'.􀁾􀀮􀀻...:􀁟.:·..".'_.v.16. 􀁾􀀮􀀺'.:•.􀁾.•.•.􀀬k.·...•.-.._•·...•....'c
....·•:•.•-..•... _ 􀁾....•.•.•...••....' _._•.•:_.:•..:._....-.•• 􀀭􀁾.•..... .._.:._ 􀁟.....•............•.•... 􀁾.....•...•.....•...•...•􀁾:'.___ ..•.•....•. 􀀬􀁾•..•..,.•.....•........-..•..-..•.
..•-..•••.....••...•..•..•....'..-....•. .•...•...•.•.,. •••.-•__.•.....•.....,..•........:•....•..•:.••..•...•• -..•􀁾..:.•.•'..•........••.............:•.......:...•.•:.......•....'...•.•:.....•••.
.•..G.:•:..,._u.':.'...-.-.:_.V•·•.·•.-_ 􀀭􀀮􀁾 •.••..>.•..I.􀀺􀀮􀂷􀀮􀁾􀀮􀁾 •.•:•.·..•••-.·••.••.•:•.••....•••_•..· 􀂷􀁲􀀺􀀻••·s..'..·•.\•·d·.·•••e....••·•·.··•..n.•·-.'.·.t•:__••..•..-.•..
._.•.-''__'􀁷􀀨􀀻􀁩􀁬􀁾􀁋􀁾􀀡􀁾􀁢􀁾􀁾􀁾􀁾􀂷􀀬􀁾􀁾􀁾􀁾􀁾􀁊􀁬􀁴􀀻􀁩􀁣􀀮 'I 􀁾􀀮 <; . .'" ... On this 􀁬􀀮􀁴􀁾􀀮􀁴􀁧 : day of., , March. March. : ,.. 19.9. before me personally appeared
......._ 􀁍􀀺􀀮􀁾􀀮􀀹􀀮 􀁾􀀮􀁾􀁊 􀁾..􀁾 􀁋􀁾􀀮􀁾􀁧􀁾􀁾 _ a Vice-President of SEABOARD SURETY COMPANY. with whom I am personally acquainted, who, being by me duly sworn, said that he
resides in the State of ...New...Jersey-; that he is a Vice·President of Sl:ABOARD SURETY COMPANY, the corporation described in and which executed the foregOing instrument; that he knows
the corporate seal Of the said Compliny; that the seal affixed to said instrument is such corporate seCiI; that it was. so affixed by oroerof the Board of Directors of said Company;
and that hesign is name thereto liS 􀁖􀁩􀁣􀁥􀁾􀁐􀀮 . ent of said COffiPa",nlubY like authority. ..' FELICE M, ZUBRYCKI . '::. ii"\':,,8-llt-􀀮􀀮􀁾􀀹􀁔􀁁􀁒􀁙􀁾􀁹􀁡􀁬􀁉􀁃􀁐􀁲􀁎􀁅􀁗􀁊􀁾􀁒􀁓􀁅􀁙
.' 􀀢􀁾􀁓􀀺􀁾􀁾􀀡􀀩􀀭􀀭􀁬􀀺􀀺􀁾􀁾􀀻􀀻􀀧􀁽 ,":C' 􀀭􀁽􀁣􀂷􀁍􀁹􀁾􀁑􀁭􀁾􀁦􀁾􀁾􀁲􀀹􀀰􀁾􀁘􀁰􀁾􀁾􀁾􀁳􀁎􀀭􀀢􀁥􀀫􀁛􀀱􀀹􀀿􀀱􀀲􀁾􀁾􀀴􀁾􀀲􀁾􀁇􀀲􀁾􀀺􀁦􀁪􀁴􀁪􀁾􀀲􀀺􀁉􀁔􀀲􀁳􀀺􀀲􀀱􀁚􀀲􀁾􀁾􀁾􀁾􀁾􀁾􀀧􀁾􀁯
'v 􀁾 􀁎􀁅􀁾 ) I, the under!;igned Assistant Assistant Secretary of SEABOARD SURETY COMPAN do hereby certify that 􀁴􀁨􀁾 : inal Power of Attorney of WhiCh 􀁴􀁨􀁥􀁦􀁯􀁲􀁾􀁧􀁯􀁩􀁮􀁧 is
a full,lri,!e anq correct COpy, is in 􀁦􀁵􀁬􀁬􀁬􀀨􀀩􀁲􀁣􀁥􀁾􀁬􀁮􀁤ellect on the date 01 􀁴􀁨􀁩􀁾 Certificate arid! qo further certify that t.he VicecPresident who executed the said Power
of . Attorney Will> pneofthe Qlliqersauthorized by the Board 01 Directors to appointan attornEly-in-lact as prgvidedin Article VII. Section 1, 01 􀁴􀁨􀁥􀁂􀁹􀁣􀁌􀁡􀁾􀁓 01 SEABOARD SURETY
COMPANY. • ..' .... . . . This Certificate may be signed and sealed by lacsimile under and by authority of the following resolution of the Executive Committee 01 the Board 01 Directors
01 SeABOARD SURETY COMPANY at a meeting duly called and held on the 25th day of March 1970. .􀀢􀁾􀁅􀁓􀁏􀁌􀁖􀁅􀁄􀀺􀀨􀀲􀀩 That the use 01 a printed lacsimile 01 􀁴􀁨􀁾 corporate seal 01
the Company lln<:l gfthe signature 01 lin Assistant Secretary on llny certification of the correctness 01 a copy olan Instrument executedby the President or a Vice·Presidentpursuant
to Article VII, Seption 1,01 t.he By.l,.aws appgilltinglihdauthoriZing an allorney"in.fact to si!;)n in.the name ang 􀁯􀁮􀁾􀁥􀁨􀁡􀁬􀁬 of the Companyswety bonds,undElrwriting undertakings
or other ..instrl,lmentsctesqribelj in !;llidArticle VII, Section-1,with like ellec\as if such seal and such signature had beenmanually alfi)(ed and made. hereby is .'::authorizedand
approved." . . '" '.' . 􀁟􀀭􀁽􀁎􀁗􀁉􀁔􀁾􀁉􀀻􀁓􀁓 􀁗􀁈􀁅􀁒􀁾􀁏􀁆􀀬􀁬􀁨􀁡􀁶􀁥 hereunto set my handCind affixed thecorporatsealof the Company to 􀁴􀁨􀁥􀁾􀁥 presents this • • 􀁩􀁩􀁩􀁩􀀭􀀭􀁁􀁬􀁬􀁬􀁬􀁌􀁾􀀡
􀁉 􀀮􀁾 􀁾􀁾 􀁾 􀁾 􀁾􀁾 􀁾􀁾􀀭􀀭􀀭􀀺􀀽􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺 􀁾􀁾􀁾􀁾􀁾 􀁡􀀭􀁾 􀀺􀀺􀀺􀀺􀀭􀀭􀀽􀀺􀀺􀀮􀀮􀀮􀁾 For verification of the authenticity of this Power of Attorney you may call,
eollect, 201-658-3500 and ask for the Power of Attorney clerk. Please refer to the Power of Attorney number, the above named individual(s) and details of the bond to which the power
is attached. In New York, Dial 212·627-5444.
APPlICAliON FOR PAYMENT MILOREO SIREEI IMPROVEMENTS BIO OATE: AUGUST 14, 1990 NOTICE TO PROCEEO DATE: OCTOBER I, 1990 CONTRACT AIIOUNT: I 590, 171.55 OlINER: TOHN OF AOOISOH, TEXAS EMGINEER:
GINN, INC. CONSULIING ENGINEERS CONTRACTOR: CENIERlINE CONSTRUCTORS APPlICATION FOR PAYMENT NO.6. (FINAL) FINAL PAY QUANllllES FINAL QUANIITIES TNIS PAY APPlICATlOH OVERRUNS/UNOERRUNS
IIEM I OESCRIPTION I BID I I BIO I BID TOTAL lIolY 10 I AMOUNT II OTY 10VER(UNOER) II HO. I (OTY IUNIIIUNII PRICE' AMOUNI IIOATE I TO DATE ".(-) ITOIAL AMOUN'l1 ..•..·I..•......Utt.....u-..****......
......... 1.......·1 ......•..*****.. 1·........•..·1 f....... 1.............. **..•..,·..•..•..***·11 10D.! IPREPARE RIGHT-OF-HAY (65') I 6.55 ISlA 11.300.00 I 18,515.00 II 6.55 \ 18,515.00
0 I 10.00 " 100.2 IPREPARE RIGHT-OF-HAY (80') I 5.5ISTA 11,300.00 I 11,150.00 II 5.5 I 17,150.00 0 I 10.00 II IOU IPREPARERIGHT-OF-HAY (60') 10.65 ISlA 11,300.00 I '845.00" 0.65 I IB45.00
0 I $8.00 II 104.1 'SAH-CUT FUll DEPTH ASPHALT/CONC PAVEHENT 240 ILF 11.50 I H,080.00 210 I 11,080.00 0 I 10.0011 IOU (REMOVE OLD CONCRETE/ASPHALT PAVEMENT 75 ISY 111.00 I 1825.00 75
I U25.00 0 I 10.00 II 1'0.0 IROAOHAY EXCAVATION (DENSITY CONTROLf 3500 ICY 13.75 I 113,125.00 3500 I 113,125.00 0 I 10.00 " 160.0 IFURNISHING , PLACING TOPSOIL/RYE GRASS 2800 ISY 11.50
I 14,200.00 7800 I 11,200.00 0 I $8.00 II 148.0 IFLEXIBLE BASE, IY A, GRAO.E 1. CLASS 3 25 ICY 190.00 I 11,250.00 21.5 I 11,935.00 -3.5 I (1315.00)11 260.0 ILIME TREATMENT FOR MATERIALS
1M PLACE 4500 ISY 12.30 I 110,350.00 4500 I 110,350.00 0 10.00 II 262.0 ILIME TREATMENT FOR'BASE COURSE 2650 ISY 12.30 I 16,095.00 2755 I 16,336.50 105 1241.50 II 264.0 IHYORATEO LINE,
IY A, 6\ BYHGT.-271/SY 100 ITONS I 181.00 I 18.100.00 100 I 'B,100.00" 0 10.00 " 340.0 16' THICK IYPE '0' HMACP PAVEMENT 150 ISY I 122.00 I 1l.300.00 130 I 12,860.00 II -20 (lUD.OOllI
360.1 \B' THICK REINF CONC PAVEMENT, CLASS C 6000 ISY I 111.95 1107,700.00 I 6102 I 1109,530.90 II 102 IT,830.90 " 360.2 16' IHICK REINF CONC PAVEMENT, CLASS C 835 (SY I I 118.00 115,030.00
II 760 I 113,680.00 II -75 (11.350.001 36o:J ICONCRETE STREET HEADER' 37 ILF I IUS 1175.75 II 37 I 1175.75 II 0 10.00 100.0 IIRENCH SAFElY FOR STORN DRAINAGE LINES IlLS I 1550.00 1550.00
II I I 1550.00 II 0 10.00 464.1118' RCP,C-76,CLASS III. STORM SEHER PIPEI 320 ILF I Ill. 00 "',840.00 II m I 112.543.00" T9 1103.00 464.2 124' RCP,C-76,CLASS III. SrORM SEHER PIPEI 385
ILF I 155.00 121,175.00 II 3B5 I 121.175.00 II 0 10.00 464,3 flO' RCP,C-76.CLASS Ill, STORM SEHER PIPE/530lLF I '66.00 1l4,980.00 II 548 I 136,168.00 II 18 11,188.00 410.1 (10' STANOARO
CURS INLEI I 5 lEA I 13,800.00 119,000.00 II 5 I 119.000.00" 0 10.00 470.2 110' MOOIFIEO CURB INLET I 5 lEA I '4,000.00 120,000.00 II 5 I 120,000.00 II 0 I 10.00 419.1 IAOJUST EXISIING
MANHOLE I 2 lEA 1450.00 1900.00 II 2 I 1900.00 II 0 I 10.00 500.0 IMOBILIlATlON I IlLS 130,000.00 130,000.00 II 1 I 130.000.00" 0 I 10.00 II 530.1 ICONCRETE CURS AND GUIlER 12100 ILF
11.35 12,835.00" 2097 I 12,830.95 II -3 I (14.05111 530.2 ICONCRETE SIOEHALK, 4' THICK I 730 15Y 121.15 115,43UO II 688 114,551.20 II -42 I (1888.30JlI 530.3 ICONCRErE ORIVEHAYS, 6'
IIIICK I 140 ISY 120.50 12,870.00 I 142 12.911.00 /I 2 I 141.00 II 530.4 18RICK PAVERS I 840 ISY 135.00 129,400,00 760 126,600.00 II -80 I (12.800.00111 582. I IAOJUSr EXISr HATER VALVE
I 1 lEA 175.00 175.00 I 175.00 II 0 I 10.00 II 582.2 IRElOCAlE EXISI HATER MEIER I 1 lEA 1350.00 1l50.00 1 1350.00 II 0 I 10.00 II 582.3 ILOHER 24' PeCP HAlER LINE f 80 ILF 1265.00 121,200.00
80 121,200.00 II 0 I 10.00 /I 618.11 2'/4' ElECIRICAL COHoolI I m ILF 15.50 12,337.50 m 12,381.50/1 8 I 144.00/1 618.2 12' IRRIGATION CONOUII I 40 ILF 17.00 I 1280.00 40 1280.00 II 0
I 10.00 II 666.0 'PAVEMENT MARKINGS, 24' STOP BAR, TURN LNI I /LS 13,700.00 I 13,100.00 T 13,700.00 II 0 I 10.00 " 676.1 IrRAFFlC BUIIONS P'lH, IIHIIE, NON-REFLECT I 108 lEA 13.00 I
\324.00 108 \324.00 II 0' 10.00 II 676.2 ITRAffiC BUllotlS P-15H, HH lIE SINGLE-REFl/108 lEA 14.70 I 1501.60 lOB 150T. 60 II 0 I 10.00 II 676.3 ITRAFFIC BUITONS P-I17Y, YElLOH, OBLE
REFI 152 lEA 16.10 I U21.20 152 1927.20 II 0 10.00 II 465.118' DIAM PVC, DU5 SANITARY SEHER 8'-10' I 510lLF \33:00 I 118,810.00 I 530 111,490.00 II -40 (II,320.001l1 465.2 18' OIAM PVC,
OR35 SANIIARY SEHER 10'-12'1 1240 ILF 138.00 I 141.120.00 II 1280 148,640.0011 40 11,520.00 " 465,3 112' OIAM PVC, DR35 SAMIIARY SEHER 6'-8' I 1070 ILF 128.00 f 129,960.00 II 1051 m,428.00"
-19 (1532.90)11 465.4 P2' OIAM PVC. DR35 SANIIARY SEHER 8'-10'1 4851LF 1l1.00 I 115.035.00" 394 112,214.00 II -91 (12,821.00)11 465.5 p2' OIAM PVC, om SAMIIARY SEHER 10'-12 650 ILF 142.30
I m,m.oo I 760 \32.148.00 II 110 14,653.00 II 465.6 14' OIAM PVC, DR35 SANITARY SEHER 8'-10' 100 ILF 131.50 I 13,150.00 97 1l,055.50 I -3 (194.50)11 465.7 16' OIAM PVC, DR35 SANITARY
SEHER 8'-10' 60lLF 153.00 I 13,180.00 60 I 13.180.00 0 10.00 II 410.3 ISANIIARY SEHER. MANHOLE 6'-8' DEEP 2 lEA 12,000.00/14,000.00 3 I 16.000.00 1 12,000.00 II 410.4 ISANITARY SEHER
MANHOLE 8'-10' DEEP 4 lEA 12,200.00 I 18,800.00 4 I 18.BOO.00 0 10.00 II 410.5 ISANIIARY SEHER MANHOLE 10'-11' DEEP 9 lEA 12,400.00 I 121,600.00 8 I 119,200.00 -I (12,400.00111 472.0
IRElAYINGCULVERI PIPE 160 ILF 119.00 I 13,040.00 131 I 12,489.00 -29 (1551.00111 400.1 I'REHCH SAFElY FOR SANITARY SEHER LINES 'lLS 1550.00 I 1550.00 1 I 1550.00 0 10.00 II I SUBTOTAL
I 11590,171.55 1588,871.10 (11,294.45111 IICHANGE ORDERS AND FIElD CHANGES I I I II ICHANGE ORDER NO. I -ADO 2' CONWII/PULL IlLS 14,232.50 I 14,232.50 14.232.50 o I 10.00 II ICHANGE
OROER NO. 2 -AOOIIIONAL ASPHAlI I 1 /LS 12,500.00 I 12,500.00 12,500.00 0 10.00 " ICHANGE ORDER NO. I IlLS I 10.00 10.00 I -I 10.00 II ICHANGE ORDER HO. I IlLS I 10.00 II 10.00 II -I
10.00 II IFIELO CHANGE NO. I -SlEEVE' RElOC. H.MI I /LS 1515.00 I 1515:00 II 1575.00 II 0 10.00 II IFIELO CHANGE NO. I IlLS I 10.00 " 10.00 II -I 10.00 IFlElO CHANGE NO. I IlLS I 10.00
II U.OO II -I 10.00 IFIELO CHANGE NO. I 'lLS I 10.00 II 10.00 II -I 10.00 IFIELO CHANGE NO. I IlLS I 10.00 /I 10,00 /I -1 10.00 IFIELO CHAHGE NO. I I JLS I 10.00 II 10.00 II -1 10.00
IFIELD CHANGE NO. I IlLS I 10.00 II 10.00 II -1 10.00 IFIELO CHANGE NO. I IlLS I 10.00 /I 10.00 II -I 10.00 SUB-rOIAl 'CHANGES' I I 17,307.50 II 11,307.50 II 10.00 IIOIAL COHIRACI AMOUNT
I 11597,419.05 II 11596,184.60 II (II,294,4511 GROSS AMOUNT OUE THIS APPLICATION 1596, 184.60 I. 00\ OVER CONTRAcr AMOUNT FOR LESS 0\ RElAIHAGE 10.00 THIS PROJECT INCLUDING AMOUNT OUE
TO DATE 1596,184 .60 CHANGE ORDERS LESS PREVIOUS PAYMENTS 1501,788.50 NEr AMOUNT OUE THIS APPLICATION 194,396.10
CONSULTING ENGINEERS May 17, 1991 Mr. John Baumgartner, P.E. city Engineer Town of Addison P.o. Box 144 Addison, Texas 75001 Re: 1990 Miscellaneous Pavement Improvements Dear Mr. Baumgartner:
Work' for the above referenced proj ect has been completed and inspected by representatives of Ginn & Case, Inc. and the 􀁔􀁯􀁾􀁮 of Addison. The work was found to be in general conformance
with the contract documents. The original contract completion date was November 30, 1990. Change Order No. 1 provided for a time extension to January1, 1991. The project was substantially complete on December 19, 1990. Enclosed are three (3) copies of Application for Payment No. 10 (FINAL) in the amount of $20,046.21 from XIT Paving
and Construction, Inc. representing work performed on the proj ect through completion, including: the final change order reflecting overruns and underruns of the estimated quantities;
and, request for previously held retainage. We have reviewed the application and recommend that payment in full be made at this time and that the City council formally accept the project
and begin the one year warranty period • .Also enclosed are the proj ect close-out submittals and other· items of correspondence and project supporting documents for your information
and use in making the decision to accept the project and make final payment. The submittal includes: 1) Executive Summary; 2) Summary of Change Orders; 3) Final recap of construction
costs; 4) Contractor's Affidavit of debts and claims; 5) ietter of warranty; 6) Consent of surety Company to final payment; 7) Maintenance Bond, and; 8) Record Drawings for the project
-mylar reproducibles and two blue line prints. If appropriate, please place this item on the next COuncil Consent Agenda to serve as pUblic notice that FINAL PAYMENT, in accordance with
the Contract Documents, in the amount of $20,046.21 will be made to XIT Paving and Construction, Inc. for 17103 Preston Road • Suite 100 • Dallas, Texas 75248 • Phone 214/248-4900 P.O.
Box 796577 • Dallas, Texas 75379-6577 • FAX 214/931-1452
May 17, 1991 John Baumgartner Miscellaneous Pavement Improvements the construction of the 1990 Miscellaneous Pavement Improvements. The contract requirements have been completed, all
documents are in order, and the project is ready for acceptance by the Town of Addison. Should you require any further information, please contact our office. 􀁓􀁩􀁾􀁉􀁙􀀬 􀀻􀀻􀀺􀀧􀀮􀁾􀁉􀀨􀁾
􀁳􀁡􀁮􀁦􀁾􀁾􀁶􀁷􀀮 Case, P.E. SWC/GF/dsp enclosures cc: Ron Whitehead, City Manager Slade strickland Robin Jones Don Preece Larry McCallum XIT paving and Construction, Inc. Gabe Favre
File 90433
EXECUTIVE SUMMARY 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS TOWN OF ADDISON, TEXAS 1. The project was advertised March 8 and 15, 1990. Bids were opened on MarGh27, 1990. Four bids. were
received and ranged from a low of $425,315.00 to a high of $569 r 331.00. 2. On April 10, 1990, the city Council awarded a unit price contract to XIT Paving and Construction, Inc., Garland,
Texas, in the amount of $425,315.00. 3. A 􀁰􀁲􀁥􀁾􀁣􀁯􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀁩􀁯􀁮 conference was held on May 1, 1990. Notice to proceed was given as on or before June 4, 1990. Contract time
was 180 calendar days. Contract completion ·date was November 30, 1990. Liquidated damages were set at $500.00 per day. 4. The contractor requested a fim!l walk-through on December 19,
1990. Due to the inclement weather and the holidays, we could not schedule a walk-through until January 10, 1991. One was finally made on January 22, 1991. On January 23, 1991 a punch
list of items to be completed or corrected was prepared and presented to the contractor. Additionally, a Certificate of Substantial Completion, as of December 19, 1990 was prepared.
5. On March 14, 1991, contractor submitted letter stating that all punch list items had been completed. Representatives of Ginn & Case, Inc. and Town of Addison checked the list and
advised contractor of a few minor items that still needed to be addressed.
6. On April 5, 1991, all representatives had a meeting to further discuss the punch list items that remained. 7. As of April 15, 1991, all items of the punch list had been addressed
to the satisfaction of the Town of Addison and Ginn & case, Inc. representatives. 8. Due to a minimum overrun of quantities, combined with thorough inspections and comprehensive contract
administration, along with the deletion of the Cody drainage part of the contract, the total proj ect contract price is approximately 15% less than was bid. original contract price was
$425,315.00, while the actual finai contract price will be $361,024.13. 9. We hereby recommend that the project be accepted and that final payment in the amount of $20,046.21 be paid
in full at this time.
SUMMARY OF CHANGE ORDERS 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS CHANGE ORDER NO.1 Contractor requested time extension of 32 days to January 1, 1991 due, in part, to issuance of mUltiple
work permits causing delays; and by having specific areas of the project being deferred or deleted. This change order was approved by the Town of Addison on January 10, 1991. No change
in contract price. CHANGE ORDER NO.2 cost.overrunsjunderruns for project. (See Attached Spreadsheet) DEDUCT: $64,290.87 from original contract price. FINAL RECAP OF CONSTRUCTION COSTS
The attached Change Order No. 2 (FINAL) and computer spreadsheet is provided to reflect all cost overruns and underruns on the project. Original Contract Amount Change Order No.2 (Deduct)
TOTAL CONSTRUCTION COSTS $425,315.00 64,290.87 $361,024.13
CHANGE 􀁏􀁒􀁄􀁉􀁾􀁒 (Instructions on reverse side) No. Two (2) Final 􀁾 PROJECT: 1990 Miscellaneous Pvmt. Irnprv. DATE OF ISSUANCE: May 6, 1991 OWNER: Town of Addison (N P.O. Box 144
ame. Add' TX 7 0 1 Address) J-I! lson,· 5 0 .. CONTRACTOR: XIT Paving & Construction, InCOWNER's Project No. __􀁾 .,..,...-P.O. Box 475337 Garland, TX 75047 ENGINEER: Ginn & Case, Inc.
CONTRACT FOR: 1990 Miscellaneous Pvmt. Irnprv. ENGINEER's Project No. _----::1.91.10""4.3....3... _ You arc directed to make the rollowing changes in the Contract Documents. Description:
Final cost overruns/underruns Purpose or Change Order: Allachments: (List documents supporting change) CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIME: Original Contract Price Original
Contracl Time 􀀨􀁊􀁒􀁙􀁾 or dnle $ 425,315.00 180 days Previous Change Orders No. to No. _ Net change rrom previOlls Change Orders $ N/A 32 days doys Contract Price prior to this Change
Order· Contract Time Prior to this Change Order $ 425,315.00 212 days (January 1, 1991) daY5 or date Net 􀁬􀁩􀁾􀁾􀁬􀁩􀁊􀀧􀀨􀁤􀁥􀂷􀁣􀁲􀁥􀁡􀁳􀁥􀀩or this Change Order Net Increase (decrease)
or this Change Order $ 64,290.87 -0-days Contract Price with all approved Change Orders Contract Time with all approved Cha':lge Orders $ 361,024.13 212 days daY5 (Jr dAle RECOMMENDED:
APPROVED: APPROVED: by 􀁟􀁾__---=-_ Owner Town of Addison Inc. Prep.red by the En(linecrs' Joint ('ontmcl Docunlent, C"",,,,iUcc .1111 cllliursed hy The Ass"c;"lcd GCllcr.' C"ntmclors
"r A",cric•.
1990 MISCELLANEOUS PAVEMENT IMPROVEMEI PAYMENT APPLICATION BID DATE: MARCH 11, 1990 NOTICE TO PROmo DATE: JUNE I, 1990 CONUACT AMOIINT: 1115,315.00 OWNER: TOWN OF ADDISON, TEXAS ENGINEER:
GINN, INC. COIISULTING ENGINEERS CONTRACTOR: XIT PAVING CO. APPLICATION FOR PAYMENT NO. 10 .nd FINAL tn nt'l I' II (111130)11 1587.T0 II (11,850.00)11 (1!91.51'" 111.60 II (11.392.50)"
(1150.00)" (111UOl" 1131.00 II 119.00 1/180.00 " 10.00 1/10.00 II (18,01/.11'" (1116.00)"" 10.00 II (11J1.50)1I (11,0/6.00)11 (11,016.15)11 (1156.06)11 {l156.001l1 (1616.00l" 10.00 II
(160.00) 1/(118.00)" (11,136.15)11(18UOl"ll (1101.00ll/10.00 11 (l1!0.001i1 16.00 II (11,811.O0lll (151.00'" 10.00 1/(110.00)11 (141.00)11 10.00 " 10.00 II (11,319.10ll110.00 "II (I!
,! 55.11) II (18.000.001l1 (195!.OO) II (1611.95111 (110.599.00lll 11,111.15 " 111.00 II 10.00 II 10.00 " (1 1,000.00)11 10.00 II 10.00 " (113,186.91)11 (115,060.00)"10.00 "II " -I II
oII • I ICOOY DRAIIIAGE I IlLS I 115,000.00 I 115,000.00 II o I I I I I I " I IMORMAN LANE DRAINAGE I 'lLS I 111,000.00 I 111,000.00 1/I I I I I I I 1/I IOAKS NORIH BRIDGE I I ItS I
1'0.00000 I on nnn nn II I I FiliAL PAY APPLICATION FINAL RECAP OF QUANTIIIES ITEM I DESCRIPTION I BID I I BID I BID TOTAL IIQTY TO I AMOUNT II QTY 10VER/(UNDER) II NO. I IOTY 11I11ITIUNITPRICE/AMOUN
T IIDATE I TODATE 11'(-) IIOTALAMOUNT II Utttt I.......tttUt UUtttt Utttuttt*.<t.*ttt-u IttUtt Itttt It:tUtUUH. ItUttftttU-.tll ttttHtt Iu ......UtU•• II ........tt I.......tt....ttt...
II IBElT LINE ROAD -MARSH LANE TO TOLLWAY I I I I "I "I II IOU /SAWCUT EXIST PAVEMENT I !OOO ILF I 11.00 I 10,000.00 11371UB I IT,168.36 11-165.81 I (1531.6/111 IOU IREMOVE OLD PAVEMENT
I 1100 ISY I 110.00 I 111,000.00 "1011.9B I 110,179.BO·II-17 1.01 I (ll,110.101l1 110.1 IROADWW EXCAVATION (DENSITY CONTROL) I 100 ICY I 115.00 I 11,500.00 II 0 I 10.00 II -100 I (11,500.00)11
360.11 10' REINF. COl/CRETE PAVEMENT 11100 ISY I 150.00 I 155,000.00111071.97,' 153,6!B.50 II -11.03 I (11,351.50)11 360.116' INTEGRAL CONC. CURB I 1151LF I 11.00 I 1850.00 II II 595.18
I 11,191.56" 170.18 I 13!1.56 " 360.5 16' OOWELEO CURB AND GUTTER I laO ILF I 13.00 I 1810.00 1/0 I 10.00 II -180 I (18!0.00)1I 530.1 ICONCRETE SIDEWALK, I' THICK I 10 ISY I 115.00 I
1500.00 II 31.3 I IB51.50 II 11.1 I 1351.50 " 591.0 IIRRIGATION SYSTEM/LANDSCAPE REPAIR I IlLS I 15,000.00 I 15,000.00 II 0 I 10.00 II -I I (15,000.00)11 674.1 W TRAFFIC BUTTONS, WHITE
NON-REFL I 110 lEA I I!.OO I 18!0.00 II 111 I 1588.00 II -63 I {l151.001l1 671.1 II" TRAFFIC BIITTONS, WHITE SINGLE-REFL I !O lEA I 11.00 I 1180.00 II 13 I 1161.00" -11 I (1 119.00)11
616.1 W IRACFlC BUTTONS, WHITE P-18-I-U I IS lEA I 110.00 I 1600.00 " IS I 1600.00 " 0 I 10.00 II 100.0 ITRAFFlC LOOP OETECTORS/RE-SAW LOOPS I IlLS I 19,000.00 I 19,000.00 II I I 19,000.00
" 0 I 10.00 II I SUBTOTAL -ml LINE ROAO I I 1 I 195,!10.00 II I 183,191.1111 I (111,615.18)" I m 10UORUM DRIVE -BELT LTNE RD. SOUTH I I I I "I II /IOU ISAWr.LIT EXIST PAVEMENT I 1100
ILF I 11.00 I I!,IOO,OO" 1100 I I!,!OO.OO II 0 I IOU IREMOVE OLD PAVEMENT I 1380 15Y I 16.00 I 111,180.001/1631.38 I 19,811.18 II-W.61 I 110.1 IROADWAY EXCAVATION (OEI/SITY CONTROL)
I !OO ICY I 110.00 I 18,000.00" 0 I IUD II -!OO I 160.1 ILiME TREATMENT FOR MATERIALS IN PLACE I 1150 ISY I 13.00 I 16,150.00 II 1B31 I 15,!96.00 II -Jl8 I 16!.0 IHYORATEO LIME -6\ BY
WGT. -1Ta/SY I J1 JTONSI 185.00 I 11,110.0011 11.13 I 11,10/.05 II -1.17 I 360.1 IB' REINF. CONCRETE PAVEMENT 11150lSY I 115.00 I 153,150.00 111116.O! I 10,151.00 II-m.96 I 160.316'
RflNF. COl/CRETE PAVEMENT I 110lSY I 115.00 I 11,150.00 "155.11 I 16,311.15" 85.11 I 360.! /6" INTEGRAL CONCRETE CURB I 1000 I'.F /11.00 I 11.000.00" 1006 I 11,01/.00 " 6 I 611.1 Jl'
m.FFIC BUTTOIIS. WHITE NOIl-REFL I 180 lEA I I!.OO I 1116.00" 180 I 1710.00 " 0 I 671.1 Jl' TRAFFIC BUTTONS, WHITE SINGLE-REFL I 16 lEI I 11.00 I 1180.00 " !O I mo.Oo II 0 I 530.1 ICONCRETE
SIOEWALK -!' THICK I 65 ISY I 115,00 I 11.615.00" 15 I 1615.00 II -!O I TBO.O ITRAFFIC LOOP OETECTORS/RE-SAW LOOPS I IlLS I 11,000.00 I 11,000.00" I I 11,000.00 1/0 I 591.0 IIRRIGATIOI/SYSTEM
/LANDSCAPE REPAIR I IllS I 11,000.00 I 11,000.00 II I I 11,000.00 1/0 I I SUBTOTAL -QUORUM VRIVE I I I IIIBI,m.oo II I 111.98808 II I I 71\ IQUORUM DRIVE /MILDRED STREET I I I I II I
II I IOU ISAWCUT EXIST PAVEMENT I 160lLF I 11.00 I 1910.00" !11.9 I 1835.801/-0.1 I IOU IREMOVE OLD PAVEMENT I 151SY I 110.00 I 11,500.00" 69.65 I 11,393.001/-5.35 I 110.1 IROAOWAY EXCAVATION
(PENSIIY CONTROL) I 110 ICY I 110.00 I 11.100.00" 110 I 11,100.00 " 0 I 160.1 ILIME TREATMENT FOR MAIERIALS IN PLACE I 115 ISY I 115.00 I 16.315.001/!09 I 16.m.00 II -16 I 16!.O IHYORATEO
LIME -6\ BY WGT. -1Ta/SY I 6 ITOIIS 1150.00 I 1900.00 " 6 I 1900.00 " 0 I .160./W REINF. CONCRETE PAVEMENT I m ISY 110.00 I 111,000.00 II 319.1 I 115,188.001/-15.3 I 360.1 16" II/lEGRAL
COl/CRETE CURB I 180 ILF 13.00 I 18!0.00 1/161 I 1186.00 II -f! I 591.0 IIRRIGATION SYSTEM /LANDSCAPE REP.IIR I 1 II.S 15,000.00 I 15,000.00 1/I I 15.000.00 II 0 I 6TU I!' TRIFFIC BUTTOI/S,
WHilE NON·REFL I 10 lEA 11.00 I 140.00 II 0 I 10.00" -10 I 611.1 Jl' TRAFFIC BUTTONS, 􀁾􀁈􀁉􀁔􀁅 SINGLE-REFL I 15 lEA 11.00 I 1105.00 II 9 I 163.00 II -6 I 611.0 ITtI ELECTRIC LIGHT
POLE RELOCATIOI/I IlLS 13,000.00 I 13,000.00" I I 13,000.00 " 0 I 800.0 ICONCRETE PAVERS IN MEOIAN NOSE I I II.S 15,000.00 I 15,000.00 II I I 15,000.00 II 0 I I SU8TOTAL -QUORUI4/MIlDREO
I I I 1!1, T80.00 " I I!O,!00.80 1/0 I I 􀁾􀁜 IARAPAHO RO'IO /SPECTRUM DRIVE I I I "I II I IOU ISAWCUT EXIST PAVEMENT I 1810 ILF 11.00 I 1·1,680.00 1/1111.6 I 13,435.10 " -111.! I IOU
/REMOVE OLD PAVEMENT 11890 ISY 16.00 I III,HO.OO 111981.95 I 111,911.10" 91.95' 110.1 IROAOWAY EXCAVATiON (DENSITY CONTROL) I 185 ICY I 110.00 I 11,850.001/0 I 10.00" -185 I 160.1 II.IME
TREATMENT FOR MATERIALS IN PLACE 11100 ISY I 11.00 I 16.800.0011'571.111 16,108.1811-111.88 I 16!.D IHYORATEO LIME -6\ BY WGT. . 11D/SY I 13 ITONSI 190.00 I 11,OTO.00" 13.1! I 11,091.66
1/0.1! I 360.1 IB' REilIF. COl/CRETE PAVEMENT I 1100 ISY I 115.no I 111.560.00 II 1511.1 I 138,101.50 II -115.T I 360.116' REINF. CONCRETE PAVEMENT I 180lSY I 115.00 I 11,500.00 II 150
I 1.1,150.00" -30 I J60.! 16' II/TEGRAL COllCRETE CURB I 835 ILF I $1.06 I 11,6TO.00 II 111.9 /1I,!55.80 " -101.1 I 671.1 Jl' TRAFfiC BUTTONS, WHITF. NON-REFL I 110 lEA I 11.60 I I!BO.OO
II 15.1 I 1611.00 II JJ 1 611.1 il' TRAFFIC BUTTONS, WlllTE SINGLE-REFL I 15 lEA I 11.06 I 1115.00 I 31 I 1111.00 II T I 676.1 IB' TRAFFIC BUTTONS P-18-I-U I 10 lEA I 110.00 I I!on.oo
12 I 1!80.00 II 1 I 591.0 ITRRIGATION SYSTEM /LANDSCAPE REPAIR I 'lLS I 1100.00 I 1100.00 I I 1100.00 II 0 I 591.0 18' PERFORATED DRAIN W1IH FILTER FABRICI 1 I'.S I 111,000.00 I 111,000.00
I I 111,000.00 II 0 I I SUBIOTAL -ARAPAH01SPECTRUM I I I I 190.565.00 I 181,!91.18" I 91\ IADDISON ROAD I I /I I II I IOU ISAWCllT EXIST PAVEMEIIT I 910 /LF I 11.00 I 11,810.00 a11 I
11,61UO" -108 I IOU IREMOVE OLD PAVEMENT I 1100 ISY I 16.00 I 11,100.06 I 1100 I 11,100.00 " 0 I 110.1 􀁉􀁒􀁏􀁁􀁄􀁾􀁁􀁙 EXCAVATIOI/(OEIISITY CONTROL) I 110 ICY I 110.00 I 11,100.00"
196.15 I 11,961.50" -13.15 /161.1IS0ll0S000ING,COMPLF.TE I 650lSY I 11.00111,950.001 JO!I 1911.O0" -ml 118.0 IFlEX BASE. CRUSHED LIMESTONE I 110 ICY I 1!5.00 I 19,900.00 1/196.75 I 18,B53.
T5 J/-13.15 I 3!0.' IHMACP TYPE B PAVEM,NT I 110 ITON31 1!1.00 I 18,810.00 II 191 I 18,B6!.OO II -18 I 3!0.1 IHMACP TYPE 0 PAVEMENT I 110 /TOilS I 1!1.00 I 18,810.00" 191 I 18,06!.OO
1/-18 I J!D.6 ISEPARATE CONCRETE CURB AND GUTTER I 815 I'_F I 18.00 I 16,600.00 II H8 I 15,98!.OO" -11 I 591.0 IIRRIGATION SYSTEM/LANDSCAPE REPAIR I IlLS I 1100.60 I 1100.00 " I I 1100.00
" 0 I 61!.! I!' TRAffiC BUTTONS. WHITE SINGLE-REFL I 110 lEA I I!.OO I 1180.00 II IDS I 1110.00 II -15 I 671.1 II' TRAFFIC BUTTOIIS. WillIE SIIlGLE-REFL I 15 lEA I 11.00 I 1115.00 II
11 I 1111.00 II -! I I SUBTOTAL -ADDISON ROAO I I I I 118,085.00 II I IO,lIB.15 II I 90\ 10.00 II 0\11 111,000.00 II 100\11 t,n nnn nn II JTOTAL PROJECT AMOUNT I I I I 1115,315.00 II
I 1.160,011.13" I (165,190,81ll1 1__-._. . 1 1.__ .1 .1 -' 1----_--1---------------11---_-1--------1 , I􀁃􀁉􀀱􀁾􀁎􀁇􀁅 ORDERS AND FIELD CHAIIGES I I II "I II ICHAIIOE ORDER I/O. IlLS
I 10.00 II 10.00 II I 10.00 II ICHANGE ORDER NO. 'lLS I 10.00 II 10.00 " I 10.00 II ICHANGE ORDER NO, IllS I 10.00 II 10.00 II I 10,00 " ICHANGE ORDER NO. IlLS I 10.00 II 10.00 II I
10.00 II IFIELO CHANGE NO.1 -PRECAST COLLARS IlLS I 11,000.00 II 1 11,000.00 If I 11,000.00 II IFIELO CHANGE NO. IlLS I 10.00 II 10.00 II I . 10.00 IFIELO CHANGE NO. IlLS I 10.00 II
10.00 I 10.00 IFIELD CHANGE NO. IlLS I 10.00 " 10.00 I 10.00 IFIELO CHAt/GE NO. IlLS I 10.00 II 10.00 I 10.00 IFlELO CHANGE NO. IlLS I 10.00 II 10.00 I 10.00 IFIELO CHANGE NO. IlLS I
10.00 " 10.00 I 10.00 IFIELD CHANGE NO. 'lLS I 10.00 II 10.00 I 10.60 I SUB-TOIAL 'CHANGES' I I I 11,000.00 II 11.060.00 I 11,000.00 I I I I II I I /TOTAL CONTRACT AMOUIlT I I I 1!15,315.00
" I 1361,011.13 I (16!.190.8T) GROSS AMOllNT DUE THIS APPLICATION LESS 5\ RETAIl/AGE 1361,011.13 10.00 85\ OF ACTUAL BID QUANTITIES FOR THIS PROJECT AMOUNT DUE TO DATE 1361,011.13 LESS
PREVIOlIS PAYMENTS 1310,911.91 NET AMOUNI DUE THIS APPLICATION 110,O!6.1\
CONTRACTOR'S AFFIDAVIT OF PAYMENT-OF DEBTS AND CLAIMS AlA Document G706 OWNER ARCHITECT CONTRACTOR SURETY OTHER oorn o Bond TO (Owner) I Town of Addison P.o. Box 144 Addison, Texas 75001
L PROJECT: Various Streets (name, address) Addison, Texas ARCHITECT'S PROJECT NO: 90433 I CONTRACT FOR: 1990 Miscellaneous Paving Improvements -.J CONTRACT DATE: April 17, 1990 Siale
of: 'fEXAS Counly of: . DALLAS lhe undersigned, pursuant to Arlicle 9 of lhe General Conditions of Ihe Contraci for Construction, AlA Document A201, hereby certifies that, except as
IIsled below, he has paid in full or has otherwise satisfied all obligations for all malerials and equipment furnished, for all work, labor, and services performed, and for all known
indebtedness and claims againsl the Contractor for damages arising in any manner In conneclion with Ihe performance of the Contraci referenced above for which Ihe Owner or his property
mighl In any war be held responsible. EXCEPTIONS: (If none, write "None". If required by Ihe Owner, Ihe Conlraclor shall furnish bond satisfaclory to Ihe Owner for each exceplion.) NONE
SUPPORTING DOCUMENTS ATTACHED HERETO: 1. Consenl of Surely 10 Final Payment. Whenever Surety Is Involved, Consent of Surely Is required. AlA DOCUMENT G707, CONSENT OF SURETY, may be
used for this purpose. Indicate aUachment: (yes XX ) (no ). The following supporting documents should be atladled herelo if required by Ihe Owner: 1. Contractor's Release or Waiver of
liens, conditional upon receipl of final payment. 2. Separale Releases or Waivers of liens from Subcontraclors and material and equipment suppliers, 10 Ihe extent required by Ihe Owner,
accompanied by a IIsl Ihereof. 3. Conlraclor's Affidavit of Release of liens (AlA DOCUMENT G706A), CONTRACTOR: XIT PAVING AND CONSTRUCTION, INC. PRESIDENT Subscribed and sworn to before
me Ihis ..30-ff, day of 􀁾 19 '/'1 No,",y 􀁐􀁕􀁢􀁬􀁫􀁾􀀮􀀮􀁴􀁾'"7lt. 􀁴􀁕􀁾 My Commission Expires: 5-26-91 AlA DOCUMENT G706 • CONTRACTOR'S AffIDAVIT or PAYMENT or DEBTS AND ClAIMS •
APRIL 1970 EDITION EDITION Alo,®· © 1970' TIlE AMERICAN INSTITUTE OF ARCIlITECTS, 1735 NfW YORK AVE, NVV, VVASllINC,TON, I1C 20006 ONE PAGE
xiV P.O. Box 475337 • Garland. Texas 75047 Paving 􀀦􀁾􀁾􀁾􀁾􀁵􀁣􀁴􀁩􀁯􀁮 \J May 13, 1991 Town of Addison P.o. Box 144 Addison, TX 75001 Re: 1990 Miscellaneous Pavement Improvements for
the Town of Addison Dear Sir: XIT Paving and Construction, Inc. guarantees that all workmanship on the above referenced project shall be free of defects for a period of one year, commencing
May 28, 1991. At such time, a one year, 10% maintenance bond shall become effective. ... Lawrence H. President LHM/lr (214) 289-5331
CONSENT OF SURETY COMPANY TO FINAL PAYMENT AlA DOCUMENT C707 OWNER ARCHITECT CONTRACTOR SURETY OTHER ooo o PROJECT: All Work indicated on drawings and/or specifications entitled 1990
(name, address) Miscellaneous Pavement lmprovements-Town of Addison TO (Owner) I Town of Addison Addison, texas I ARCHITECT'S PROJECT NO: CONTRACT FOR: 1990 Miscellaneous Pavement Improvements
L ..J CONTRACT DATE: CONTRACTOR: XIT Paving and Construction Inc. P.O. Box 475337 Garland, Texas 75047 April 17, 1990 , CONTRACTOR, In accordance with the provisions of the Contract
between the Owner and the Contractor as indicated above, the (here insert name and address of Surety Company) Fidelity and Guaranty Insurance Underwriters ,Inc. , SURETY COMPANY, on
bond of (here insert name and address o( COnlraClor) XIT Paving and Construction, Inc. P.O. Box 475337 Garland, Texas 75047 hereby approves of the final payment to the Contractor, and
agrees that final payment to the Contractor shall not relieve the Surety Company of any of its obligations to (here insert name and address o( Owner) Town of Addison Addison, Texas as
set forth in the said Surety Company's bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this 23rd day of April , OWNER, 19 91. Attest: (Seal) ; Fidelity and Guaranty
Insurance Underwriters Inc. Surety Company Attorney-in-fact Title NOTE: This form is to be used as a companion document to AlA DOCUMENT G706, CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS
AND CLAIMS, Current Edition AlA DOCUMENT G707 • CONSENT OF SURETY COMPANY TO FINAL PAYMENT' APRIL 1970 EDITION' AIA® 􀁾 1970 • THE AMERICAN INSTITUTE Of ARCHITECTS, 1735 NEW YORK AVE.,
NW, WASHINGTON, D.C. 20006 ONE PAGE
CERTIFIED COPY GENERAL POWER OF ATIORNEY NO. FG 148 KNOW ALL MEN BY THESE PRESENTS: That FIDELITY AND GUARANTY INSURANCE UNDERWRITERS, INC., a corporation organized and existing under
the laws of the State of Ohio, and having its principal office at 100 Light Street, Baltimore, Maryland 21203, does hereby constitute and appoint Gloria J. Jones of the City of Dallas
, State of Texas its true and lawful Attorney-in-Fact. with power and authority to sign its name as surety to, and to execute, seal, acknowledge and deliver any and all bonds, undertakings.
recognizances or other written obligations in the nature thereof; and the said FIDELITY AND GUARANTY INSURANCE UNDERWRITERS, INC. hereby ratiJics and confirms all of the acts of said
Attorney-in-fact, pursuant to these premises. This appointment is made under and by authority of a by-law of the saiu FIDELITY AND GUARANTY INSURANCE UNDERWRITERS, INC., a certified
copy of which is hereto annexed and made a part 9f this Power of Attorney. IN WITNESS WHEREOF, the said FIDELITY AND GUARANTY INSURANCE UNDERWRITERS, INC. has caused this instrument
to be sealed with its corporate seal, uuly attested by the signatures of its Vice-President and Assistant Secretary, this 12th day of February , 1990 . FIDELITY AND GUARANTY INSURANCE
UNDERWRITERS, INC. (SEAL) STATE OF MARYLAND BALTIMORE CITY 􀁾 ss: (Signed) (Signed) lJy willidll\ F. Spliedt V/("('·Prnidnll. L. L. Hupfer On this 12th uay of February 19 90 , before
me personally came William F. Spliedt , Vice President of FIDELITY AND GUARANTY INSURANCE UNDERWRITERS, INC. and L. L. Hupfer , Assistant Secretary of said Corporation, with both of
whom I am personally acquainteu, who being by me severally sworn, saiu that they, the said william F. Spliedt , and L. L. Hupfer were respectively the Vice President anu Assistant Secretary
of the saiu FIDELITY AND GUARANTY INSURANCE UNDERWRITERS, INC., the corporation described in and which executed the foregoing Power of Attorney; that they each knew the seal of said
corporation; that the seal afllxed to said Power of Attorney was such corporate seal; that it was so affixed by authority of the by-laws of said corporation; and that they signed their
names hereto by like authority as Vice President and Assistant Secretary, respectively, of the Corporation. My Commission expires the first day of July, 19 90 (SEAL) FS HI (9-H4) (Signed)
Margcrret M. Hurst NOTARY PUBLIC
CONSULTING ENGINEERS April 29, 1991 Mr. John Baumgartner, P.E. city Engineer Town of Addison P.o. Box 144 Addison, Texas 75001 Re: Mildred street Improvements Dear Mr. Baumgartner: Enclosed
are six copies of the certificate of Substantial Completion for the above referenced project, which has been executed by the contractor. Please have the proper authorities sign all six
copies and return four (4) to us for further distribution. Two copies should be kept for the City's files. Sincerely, Gabe Favre GF/dsp cc: Ron Whitehead, City Manager Robin Jones Carmen
Moran Larry McCallum Slade strickland Don Preece Centerline Constructors, Inc. H. Wayne Ginn, P.E. Sanford W. Case, P.E. File 439 17103 Preston Road • Suite 100 • Dallas, Texas 75248
• Phone 214/248-4900 P.O. Box 796577 • Dalias, Texas 75379-6577 • FAX 214/931-1452
GINN & CASE, INC. April 5, 1991 Mr. Rick Waters Centerline Constructors, Inc. 2525 Ridgmar Blvd., suite 321 Fort Worth, TX 76116 CONSlTLTING ENGINEERS Re: Mildred street Improvements
-Addison, TX Dear Mr. Waters: Pursuant to your request for final review and inspection on the above referenced project, we offer the following comments. The attached certificate of Substantial
Completion applies to all work under the contract documents for the Mildred street Improvements project as prepared by Ginn & Case, Inc. The work to which this certificate appl ies has
been inspected by authorized representatives of the Owner, Contractor and Engineer, and that work is hereby declared to be substantially complete in accordance with the Contract Documents
as of April 4, 1991. A tentative list of items to be addressed, completed or corrected is provided below. This list was prepared based upon a walkthrough made on April 4, 1991 by the
Town of Addison representatives, Ginn & Case, Inc. representatives and Centerline Constructors, Inc. representatives. This list may not be all inclusive and the failure to include an
item on it does not alter the responsibility of the Contractor to complete the work in the Contract Documents. The items on the tentative list shall be completed or corrected by the
Contractor within 10 days of the date of this letter. Please complete or correct all items before providing a written request for a final walk-through on the project. 1. Complete general
clean up of all construction areas as discussed. 2. Re-seal miscellaneous joints as noted and discussed. 3. Complete pavement marking installation. 4. Provide pull string and caps for
electrical and irrigation conduits. 5. Clean out all inlets. 6. Establish growth of grass on all areas disturbed by construction as per plans and specs. 7. Repair "chipped" edges on
concrete walk at various locations. 17103 Preston Road • Suite 100 • Dallas, Texas 75248 • Phone 214/248-4900 P.O. Box 796577 • Dallas, Texas 75379-6577 • FAX 214/931-1452
8. Repair or replace stop bar at Quorum Drive, south side of Mildred street. 9. At Addison Road and Mildred street, remove wood form boards and repair/rep-lace asphalt. 10. Clean out
debris along Julian street ditches. 11. Grout various manholes as discussed. 12. Re-grade ditch on McFarland property and hydromulch areas discussed. 13. Remove all barricades from project.
This certificate does not constitute an acceptance of work not in accordance with the Contract Documents, nor is it a release of Contractor's obligation to complete the work in accordance
with the Contract Documents. Executed by Engineer on this By: Ginn & Case, Inc. consulting Engineers &«4 􀁾􀁾 Contractor accepts this Certificate of Substantial Completion as of April
4, 1991, on this B day of /::Rfl..JL , 1991. 􀀺􀁾􀁜􀀺􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀁯􀁲􀁳􀀮 Inc. Owner accepts this certificate of Substantial Completion as of April 4, 1991, on this day of , 1991.
Town of Addison By: Please sign and return all six copies to us for further execution and distribution. After execution of this document by the Owner, we will return a copy to you. Should
you have any questions, please contact us. sincerely, 􀀶􀁫􀀻􀁲􀀻􀀻􀀻􀁾 Gabe Favre GF/dsp cc: Ron Whitehead, city Manager Robin Jones Carmen Moran, City Secretary Larry McCallum, City
Attorney Bruce Ellis Slade strickland Don Preece H. Wayne Ginn, P.E. Sanford W. Case, P.E. File 439
􀁾 "]@@;O\\Qp1 GINN & CASE, 􀁉􀁎􀁾 1 0 􀀹􀀱􀁣􀁯􀁾􀁓􀁬􀁔􀁌􀁔􀁉􀁎􀁇 ENGINEERS .0 J April 9, 1991 Mr. Carl Wall XIT Paving and Construction, Inc. P.O. Box 475337 Garland, Texas 75047 Re:
1990 Miscellaneous Pavement Improvements Addison, Texas Dear Mr. Wall: Pursuant to our April 5, 1991 meeting with the Town of Addison representatives regarding the January 23, 1991 punch
list items, we hereby offer the following comments. Based upon your March 14, 1991 letter stating that all items were completed or corrected, we had all representatives re-check the
items for conformance. On or before our April 5, 1991 meeting, the punch list was thoroughly checked and we found a few items that are still not satisfactory. Please address them immediately.
1. On Addison road, there are still some bare spots on the sodding that was done. Please coordinate with Slade strickland. 2. At Quorum/Mildred intersection, provide a "taper" from north
end of brick nose, to the north, to provide a smoother transition. Please coordinate this with the landscape department. 3. There was still some concerns regarding the 8" left turn button
installation. Some of the asphaltic material that was used to place the buttons down initially remains on the reinstalled buttons. Besides aesthetics, it was questioned whether the asphaltic
material would present a good bond between the revised button and the new epoxy material. After some discussion, it was agreed by all parties present that if any of the 8" left turn
buttons that were placed by XIT become dislocated by any means whatsoever, within the the one year warranty period, then the contractor will replace them at no cost to the City. 17103
Preston Road • Suite 100 • Dallas, Texas 75248 • Phone 214/248-4900 P.O. Box 796577 • Dallas, Texas 75379-6577 • FAX 214/931-1452
4. The Mormon Lane drainage, near the exercise station, is not acceptable to the Town of Addison at this time. This needs to be addressed. 5. On Quorum south, item #11 needsto appears the curb has cracked already. be re-checked. Please address. It 6. On Belt Line Road, item #41 does not appear to have been done properly. Please address. Should you have
any questions, please contact our office. Sincerely, G 􀁾 A'ak. !?2aA</Gabe Favre GF/dsp cc: Ron Whitehead, city Manager Robin Jones Slade Strickland Bruce Ellis H. Wayne Ginn, P.E.
Sanford W. Case, P.E. File 90433
r' Irn@r-" trw ! II 0 8 91 ,G.TN.. N &R 􀁾􀁓􀁅􀀬 INC. ,I fJi;" 􀁉􀁜􀁊􀁁􀁇􀁾􀁩 April 5, 1991 Mr. Rick Waters Centerline Constructors, Inc. 2525 Ridgmar Blvd., suite 321 Fort Worth, TX
76116 CONSULTING ENGINEERS Re: Mildred street Improvements -Addison, TX Dear Mr. Waters: Pursuant to your request for final review and inspection on the above referenced project, we
offer the following comments. The attached certificate of Substantial Completion applies to all work under the contract documents for the Mildred Street Improvements project as prepared
by Ginn & Case, Inc. The work to which this certificate applies has been inspected by authorized representatives of the Owner, Contractor and Engineer, and that work is hereby declared
to be substantially complete in accordance with the Contract Documents as of April 4, 1991. A tentative list of items to be addressed, completed or corrected is provided below. This
list was prepared based upon a walkthrough made on April 4, 1991 by the Town of Addison representatives, representatives, Ginn & Case, Inc. representatives and Centerline Constructors,
Inc. representatives. This list may not be all inclusive and the failure to include an item on it does not alter the responsibility of the Contractor to complete the work in the Contract
Documents. The items on the tentative list shall be completed or corrected by the Contractor within 10 days of the date of this letter. Please complete" or correct all items before providing
a written request for a final walk-through on the project. . 1. Complete general clean up of all construction areas as discussed. 2. Re-seal miscellaneous joints as noted and discussed.
3. Complete pavement marking installation. 4. Provide pUll string and caps for electrical and irrigation conduits. 5. Clean out all inlets. 6. Establish growth of grass on all areas
disturbed by construction as per plans and specs. 7. Repair "chipped" edges on concrete walk. at various locations. 17103 Preston Road • Suite 100 • Dallas, Texas 75248 • Phone 214/248-4900
P.O. Box 796577 • Dallas, Texas 75379-6577 • FAX 214/931-1452
8. Repair or replace stop bar at Quorum Drive, south side of Mildred street. 9. At Addison Road and Mildred street, remove wood form boards and repair/replace asphalt. 10. Clean out
debris along Julian street ditches. 11. Grout various manholes as discussed. 12. Re-grade ditch on McFarland property and hydromulch areas discussed. 13. Remove all barricades from project.
This certificate does not constitute an acceptance of work not in accordance with the Contract Documents, nor is ita release of Contractor's obligation to complete the work in accordance
with the Contract Documents. Executed by Engineer on this 􀁾􀁲􀁁 :;) day of 􀁟􀀮􀀮􀀮􀀮􀀺/􀀯l􀀭i􀀭?􀀭􀀭r􀀻/􀀭􀁶I􀀻􀁾􀁾􀀩􀁃􀀭􀀭􀀭􀀭􀀭􀀬 1991 . By: Ginn & Case, Inc. Consulting Engineers
&t6e 􀁢􀁫􀁾 Contractor accepts this certificate of Substantial Completion as of April 4, 1991, on this day of , 1991. Centerline Constructors, Inc. By: Owner accepts this certificate
of Substantial Completion as of April 4, 1991, on this day of , 1991. Town of Addison By: Please Please sign and return all six copies to us for further execution and distribution. After
execution of this document by the Owner, we will return a copy to you. Should you have any questions, please contact us. Sincerely, 􀀶􀁫􀀭􀀻􀀻􀀻􀁾􀀮 Gabe Favre GF/dsp \ cc: Ron Whitehead,
City Manager Robin Jones Carmen Moran, city Secretary Larry McCallum, city Attorney Bruce Ellis Slade strickland Don Preece H. Wayne Ginn, P.E. Sanford W. Case, P.E. File 439
r 􀀭􀁊􀁾􀁔􀀭􀀢 GINN & CASE, 􀁉􀁾􀀻 r.NlR 1 5 􀁾􀁏 : i ULTING ENGINEERS L .jCITV MANAGER April 12, 1991 Mr. John Baumgartner, P.E. city Engineer Town of Addison P.o. Box 144 Addison,
TX 75001 Re: Mildred street Fire Hydrant Relocation Dear Mr. Baumgartner: In response to your April 11, 1991 letter (copy attached) I we offer the following comments. with all due respect,
we take exception to the accusation of design error regarding the location of the fire hydrant. The fire hydrant was originally installed as designed (within 6" of where it was shown
on the plans). The waterline and fire hydrant were designed and constructed prior to the design of Mildred street. We did not know where the road and/or sidewalk would be located. The
proposed fire hydrant location was based upon the estimated 45 foot width of the street being in the center of ·the right-of-way and the standard 5 foot sidewalk width used by the Town
of Addison in the past. In the final design, the bus lane was added and the entire road shifted to the south to accommodate the extra width. This, along with the Town's request to increase
the sidewalk width to 7 feet created a situation where the edge of the fire hydrant was approximately 4.5 feet beyond the back of the curb. During our field meeting, the potential for
additional costs was mentioned. We indicated that if the contractor installed the fire hydrant incorrectly, he would be responsible for the relocation with no additional compensation.
However, if the fire hydrant was found to be located correctly, and the Town wanted it moved, additional compensation would be due, whether it was TriCon Services, Inc., the original
waterline contractors, or Centerline Constructors, Inc., the Mildred Street contractors. During our field meeting we thought the relocation would involve "maybe a half day's work". Based
on your's and Mr. strickland's request, the work was performed. The administration and inspection time charged to the project was the minimum amount necessary to resolve the problem
and has been documented. This matter in no way involves an error or omission and is outside of the scope of services. We expect full payment for time spent in resolving the problem.
17103 Preslon Road • Suile 100 • Dallas, Texas 75248 • Phone 214/248-4900 P.O.l3ox 796577 • Dallas, Texas 75379-6577 • FAX 214/931-1452
We reiterate our recommendation that payment of the invoice in the amount of $1,275.00 be made to Tri-Con services, Inc. We hope this explanation clarifies your questions and allows
for prompt processing of the invoice. Should you have any questions or require further clarification, please contact our office. Sincerely, ;:;:1//1;;'( 􀁳􀁡􀁮􀁾􀁲􀁤 W. Case, P.E. President
GFjSWCjdsp enclosure cc: Ron Whitehead Don Preece Slade Strickland Tri-Con Services, Inc. H. Wayne Ginn, P.E. Gabe Favre File 439
CITY ENGINEER'S 􀁏􀁆􀁆􀁉􀁃􀀢􀁾 􀁐􀁯􀁾􀁬 Office Bolt 1<14 􀁁􀁤􀁤􀁩􀁾􀁯􀁮􀀮 TcltU 75001 ,.---------------(21<1) <150-2886 16801 􀁗􀁃􀁾􀀧􀁧􀁲􀁯􀁶􀁣 April 11, 1991 Mr. Wayne Ginn Ginn &
Case, Inc. 17103 Preston Road, Suite 100 Dallas, Texas 75248 Dear Wayne, The Town received the attached invoice from Tri-Con Services, Inc. for the relocation of a fire hydrant on Mildred
Street, a recommendation for payment from your office, and a invoice for 5 hours of administration and inspection associated with this relocation. When we met Gabe in the field to discuss
the location of the hydrant in relation to the proposed sidewalk, no mention of additional cost to the Town was indicated. It appears that the Town is being asked to pay for an installation
or design error. In an effort to clarify this, please address the following questions: 1. Was the fire hydrant originally installed as designed? a. If not, should the contractor bear
the expenses associated with the relocation? b. If yes, why was the hydrant designed to conf 1i ct wi th the new sidewa i k installation? Your assistance is important to processing this
invoice and making a recommendation to the City Manager regarding this expense. Your prompt response is appreciated. Sincerely yours, Town of Addison Od-J? 􀀳􀁚􀁦􀁖􀀱􀁾􀀭􀁁􀀬 /..l-q'_/I_
1/John R. Bau gartner, P. E. City Engineer JRB/rp Attachments: 1. Recommendation Letter 2. Invoi ce from Tri -Con, Inc. 3. Hour summary from Ginn, Inc.
Post Office Box 144 Addison. Texas 75001 􀁾􀁡􀁲􀁣􀁨 8, 1991 H. Wayne Ginn, P. E. Ginn & Case, Inc. P. O. Sox 796577 Dallas, Texas 75379-6577 16801 Westgrove Re: Mildred street Improvements
-Invoice Number 1020 Dear Wayne, Thank you for taking the time to discuss invoice 1020 and your philosophy with regard to additional "services for the construction administration and
inspe':tion services provided by your firm. After reviewing the Agreement between the Town of Addison and Ginn, Inc. dated March 24, 1980 it does not appear that cons tructi on phase
services are tied to the length of the construction schedule. However, it appears that there may be basis for additional compensation based en historical precedent. In an effort ':0
determine a :air value for additional services please provide the following infermation: 1. The 􀁅􀁮􀁧􀁩􀁾􀁥􀁥􀁲􀁳 evaluation/recommendation 􀁾􀁩􀁴􀁨 regards to liquidated damages. If
you are recommending the assessment of liquidated damages, is the contractor aware of your recommendation and what is their position? .., .:.. . ':!: • Please previde an updated construction
schedule . 􀁾􀁮 conjunction with the construction schedule, provide 􀁾􀁮􀁤 estimate of your additional services and the basis :or that estimate to complete the project. Cn ::uture invoices
please provide a more detai 1ed summary of :he services provided. This summary 􀁾􀁣􀁵􀁬􀁤 include a copy of the daily log 􀁾􀁡􀁩􀁮􀁴􀁡􀁩􀁮􀁥􀁤 by the inspector with a surrmary of hours.
?or invoice 􀁾􀀰􀀲􀀰 please provide a detailed breakdown of hours by position and a copy of the inspection reports 􀁾􀁯􀁲 􀁾􀁨􀁥 billing period.
Thank you for your help with these issues. Please call me if you have any questions since your response is necessary to process this invoice. Sincerely yours, 􀁔􀁾􀀩􀁷􀁮􀀯􀁦􀁦 Addison
􀁙􀀭􀀦􀁦􀁾􀀻􀀲 3 􀁾􀁡􀁾􀀬􀀻􀁦􀁩􀁕􀁺 !John R. 􀁂􀁡􀁵􀁭􀁧􀁡􀁾􀁥􀁲􀀬 P. E. City Engineer JRB/::-p
" Invoice 􀁄􀁾􀁴􀁥 -28 FEB 1991 SINN &CASE, INC. CONSULTING ENG Page 1 Invoice Number -1020 I NV0 ICE FROM: SINN &CASE, INC. CONSULTING ENG TD: TOWN OF ADDIS[IN P. O. BOX 796577 POST
OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY MGR DALLAS IX 753796577 ADDISON IX 75001 FOR: JOB 439 MILDRED STREET IMPROVEMENTS/ADDISON SCHEDULED ------WORK CDMPLETED ------IlATERIALS TOTAL
CoMP PCT BALANCE TO RETAINAGE PHASE DESCRIPTION VALLIE PREVIOUS THIS PERIOD STORED &STORED CMP FINISH AMOUNT 105 PLANS &SPEC INCOME 0.00 0.00 0.00 0.00 0.00 I) 0.00 0.00 106 DESIGN FEES
27,706.00 27,706.00 0.00 0.00 27,706.00 100 0.00 0.00 107 CI:INTRACT ADMIN 4,889.00 3,422.30 0.00 0.00 3,422.30 70 1,466.70 0.00 108 INSPECTION FEES 12,223.00 8,556.10 0.00 0.00 8,556.10
70 3,666.90 0.00 109 OTHER INCOME 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 260 EASEMENTS/ROW 3,227.50. 3,227.50 0.00 0.00 3,227.50 100 0.00 0.00 315 ADMIN BEYOND COMPLE 1,565.00 0.00 1,565.00
0.00 1,565.00 100 0.00 0.00 330 INSPEC BEYOND CoMPL 2,610.00 0.00 2,610.00 0.00 2,610.00 100 0.00 0.00 601 SURVEYI NG 8,742.00 8,742.00 0.00 0.00 8,742.00 100 0.00 0.00 605 BID ADVERTISEMENT
189.00 189.00 0.00 0.00 189.00 100 0.00 0.00 606 STRUCTURAL ENSR 0.00 0.00 0.00 . 0.00 0.00 0 0.00 0.00 607 ARCHITECT ENGR 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 608 LANDSCAPE ARCHITECT
0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 609 OTHER CONSULTANT 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 610 ABSTRACT/TITLE 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 650 PRINTING 0.00 0.00 0.00 0.00
0.00 i) 0.00 0.00 651 COURIER 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 660 SPECIAL SERVICES/ROW i43.93 743.93 0.00 0.00 743.93 100 0.00 0.00 Final Total 0.00 0.00
Invoice Date -28 FEB 1991 Invoice NUlber -1020 GINN &CASE, INC. CONSULTING ENG I NV0 ICE Page 2 FROM: GINN &CASE, INC. CONSULTING ENG P. O. BOX 796577 DALLAS FOR: JOB 439 IX 753796577
MILDRED STREET IMPROVEMENTS/ADDISON TO: TOWN OF ADDISON POST OFFICE BOX 144 ATTN: RON WHITEHEAD, CITY MGR ADDISON TX 75001 TOWN OF ADDISON DESI6N OF MILDRED ST--ADDISON RD TO QUORUM
DRIVE CONTRACT AMOUNT $407,431.55 DESIGN &ADMIN 32,595.00 INSPECTION 12,223.00 CONTRACT SUMMARY ORI6INAL CONTRACT SUM NET CHANGE BY CHANGE ORDERS CONTRACT SUM TO DATE TOTAL COMPLETED
AND STORED TO DATE RETAINA6E TOTAL EARNED LESS RETAINAGE LESS PREVIOUS CERTIFICATES FOR PAYMENT CURRENT PAYMENT DUE BALANCE TO FINISH, PLUS RETAINAGE 61,895.43 0.00 61,895.43 56,761.83
0.00 56,761.83 52,586.83 4,175.00 5,133.60
GINN & CASE, INC. March 13, 1991 Mr. John Baumgartner, P.E. city Engineer Town of Addison P.O. Box 144 Addison, TX 75001 Re: Invoices Dear John: CONSULTING ENGINEERS' 􀁦􀁑􀁉􀁬􀁾@􀁾 􀁄􀁾􀁲􀁲􀁵􀀺
􀁉􀁾􀁾􀁩 MAR 181991 I!III U\j􀁌􀁾􀀽􀀬􀀬􀁾􀀢􀀬􀀮􀁾􀁾..􀁾􀀢􀀽􀀬􀁟􀀬􀁾􀀬􀀾􀀼􀁊 U,;.J This submittal is in response to your letter dated March 8, 1991 and our subsequent meeting on March
12, 1991. Rather than belabor the issues with agreements and disagreements of issues, we feel that it is better to list the positive results of the meeting as we understand them. 1.
Liquidated damages: We believe the request for a determination of liquidated damages is premature and not immediately available. This determination is normally made after a project is
completed. In accordance with your request, we are proceeding to prepare this document. It will take several days but should be available next week. 2. Completion date: The project should
be complete within the next 3 weeks, weather permitting. 3. We estimate approximately 40 hours of additional project administration time will be required to prepare the final punch lists
and close-out items. 4. We will be happy to supply any information you require. The invoice is a summary of hours. Daily diaries are internal records for our use only; however, they
are available for your review at any time. 5. Invoice #1020: Breakdown by position and hours Administration Beyond Completion Sr. Designer (GF) Secretarial (DP) 25.5 hours 1.0 hours
Inspection Beyond Completion ( Sr. Designer (GF) 43.5 hours 17103 Preston Road • Suite 100 • Dallas, Texas 75248 • Phone 214/248-4900 P.O. Box 796577 • Dallas, Texas 75379-6577 • FAX
214/931-1452
6. To date, we have incurred $3,622.50 of expense for material testing of the Mildred street Improvements which has not been billed to the Town. Taking this into consideration, our net
fee for inspection is only 2.1% of construction when the industry standard is 6% to 8%. 7. Attachments: new revised statement, appropriate credit memos, revised invoices, and Gabe's
memo regarding activities for Mildred street for the month o'!= February 1991. For the record, we are not in total agreement with the $470.00 credit memo for Mildred street. It was for
work performed by us at the request of the Town and was not the amount previously agreed upon. Our acceptance of this is to ensure an amicable settlement so we can proceed to finish
the project. We trust that the resolution of these issues and procedures will enable you to promptly process future invoices. Thank you for the cooperative spirit in which you addressed
this matter. sincerely, 􀁊􀁻􀁾􀁾􀀬'PoE. HWG/dsp enclosures cc: Ron Whitehead, city Manager Randy Moravec Greg Dunham Sanford W. Case, P.E. File 91130
CONSULTING ENGINEERS February 13, 1991 Mr. Randy Moravec Town of Addison P.O. Box 144 Addison, TX 75001 Re: 1990 Miscellaneous Pavement Improvements Application for Payment No. 9 Dear
Mr. Moravec: Enclosed are three copies of Application for Payment No. 9 in the amount of $15,549.60 from XIT Paving and Construction, Inc. for work completed through January 25, 1991
for the above referenced project. We have reviewed this application and recommend that payment in full be made at this time. Should you have any questions, please contact us. Sincerely,
􀁇􀀴􀁊􀁌􀁾 Gabe Favre GF/dsp cc: Ron Whitehead, city Manager Greg Dunham Robin Jones XIT Paving and Construction, Inc. Sanford W. Case, P.E. H. Wayne Ginn, P.E. File 90433 17103 Preston
Road • Suite 100 • Dallas, Texas 75248 • Phone 214/248-4900 P.O. Box 796577 • Dallas, Texas 75379-6577 • FAX 214/931-1452
GINN, INC. January 2, 1991 􀁾􀁬􀁬􀁩􀀺􀁾􀀴􀀰􀀺􀁾􀀱 1 CITY MANAGErl NSlJLTING ENGINEERS Mr. Randy Moravec Town of Addison P.o. Box 144 Addison, TX 75001 Re: 1990 Miscellaneous Pavement
Improvements Application for Payment No. 8 Dear Mr. Moravec: Enclosed are three copies of Application for Payment No. 8 in the amount of $36,680.92 from XIT Paving and Construction,
Inc. for work completed through December 25, 1990 for the above referenced project. We have reviewed this application and recommend that payment in full be made at this time. Should
you have any 􀁱􀁵􀁾􀁳􀁴􀁩􀁯􀁮􀁳􀀬 please contact us. Sincerely, 􀁾􀁾 Gabe Favre GF/dsp cc: Ron Whitehead, city Manager Greg Dunham Robin Jones w/enclosure XIT Paving and Construction,
Inc. H. Wayne Ginn, P.E. File 90433 17103 Preston Road • Suite 100 • LB I 18 • Dallas, Texas 75248 • Phone 2 I4/248-4900
􀁾􀁾􀀺􀁾􀁾􀁾􀁩􀁬􀁬􀁾 CaTY 􀁍􀁾 C. January 14, 1991 Mr. Randy Moravec Town of Addison P.o. Box 144 Addison, TX 75001 Re: Mildred street Improvements Pay Application No. 3 Dear Mr. Moravec:
CONSIJLTING ENGINEERS Enclosed are three copies of Application for Payment No. 3 in the amount of $65,061.47 from Centerline Constructors, Inc. for work completed through, December 31,
1990 for the above referenced project. The entire project is approximately 73% complete. We have reviewed this application and recommend that payment in full be made at this time. Should
you have any questions, please. contact us. sincerely, 􀁇􀁡􀁫􀁾 Gabe Favre GF/dsp cc: Ron Whitehead, city Manager Slade strickland w/enclosure Robin Jones w/enclosure Centerline Constructors,
Inc. w/enclosure H. Wayne Ginn, P.E. Sanford W. Case, P.E. File 439 17103 Preston Road • Suite 100 • LB 118 • Dallas, Texas 75248 • Phone 214/248-4900
RE: GINN, INC. 􀁾 ,--Consulting Engineers 􀁾 -􀁾􀀬@􀁦􀀳􀀰􀁜􀁙􀁬􀁾􀁾􀁾􀁾 􀁛􀁌􀀧􀁛􀁅􀁾􀀱􀁲􀁛􀁏􀁏 17103 Preston Road -/t I Suite 100, LB·118 ' \ ' DALLAS, TEXAS 􀀷􀀵􀀲􀀴􀀸􀁾􀀬 FEB 1 5 91
!r::O-=-=AT:=-E--:=,--------:-r=::-.,.,."---,,.------U J 􀀱􀀱􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀽􀀽􀀭􀁣􀁾􀁾􀁾􀀭􀀭􀀭􀀽􀀭􀀭􀁌􀀮􀁌􀀮􀁪􀁾􀁾􀀮􀀮􀀮􀀮􀀮􀀡􀀮􀀮􀁌􀀮􀀭􀀭􀀭􀀽􀀮􀀮􀀮􀁌􀀮􀀮􀀮􀀮􀀡􀀡􀀽􀀭􀀮􀀮􀀬􀁊􀁟􀁟􀀭􀀭
(214) 248·4900 CiTY MANAGE:.r; -ATTEN ION 􀁾 􀁑􀁾 􀁁􀁴􀀲􀁐􀁴􀁾􀁾􀁯􀁾􀁴􀁊 _ 􀁟􀁾 􀁜􀁾􀁁􀁌􀀱􀀭􀀭􀁾 _ _ 􀁁􀁴􀀲􀁴􀀲􀁌􀁾􀁯􀁲􀁊􀀩 􀁾 . 7Goo , TOWE ARE SENDING YOU 􀁾􀁨􀀧􀀢 0 Unde, ",pa,.'e
cove< v;, the following items: " o Plans o Samples o Specifications 􀁾 ; 0 _ o Prints 􀁾􀁡􀁮􀁧􀁥 order o Shop drawings o Copy of letter COPIES DESCRIPTION THESE ARE TRANSMITIED as checked
below: 􀁾􀁲 approval 0 Approved as submitted o For' your use o As requested o Approved as noted o Returned for corrections o Resubmit__copies for approval 􀁾 􀁾􀁭􀁩􀁴__coPies for distribution
􀀡􀁹􀀢􀁒􀁥􀁴􀁵􀁲􀁮􀁾􀁣􀁏􀁾􀁾􀁩􀀧􀁴􀁩􀁤prints _ o For review and comment 0 _ ____--:--.--19 _ cc: 􀁾􀁊 􀁦􀁦􀁩􀀽􀁾 􀁾􀁾􀀴􀀢􀀢􀀧􀀭􀀭􀀭􀀧􀀭􀀻􀁲􀁾􀀭􀀭 􀁾􀁏􀁐􀁙 ro---lh1 􀀦􀁾􀁱􀀮􀀮 /-HtLt&nn
􀂣􀀮􀀮􀁾􀁾 􀁓􀁉􀁇􀁎􀁅􀁄􀀺􀁾􀁾 • A ",_-, ",:_-"" __••1 •• ...... _to ...........
􀁛􀁾􀁝􀀺􀁾􀁾􀀺􀁀􀁝 . CITY 􀁑􀁾􀁅􀀦􀀺 􀁾􀁁􀁓􀁅􀀬 INC. February 11, 1991 Mr. Randy Moravec Town of Addison P.o. Box 144 Addison, TX 75001 Re: Mildred street Improvements Pay Application
No. 4 Dear Mr. Moravec: CONSULTING ENGINEERS Enclosed are three copies of Application for Payment No. 4 in the amount of $22,893.10 from Centerline Constructors, Inc. for work completed
through January 31, 1991 for the above referenced project. The entire project is approximately 77% complete. We have reviewed this application and recommend that payment in full be made
at this time. Should you have any questions, please contact us. Sincerely, 􀁇􀀴􀁫􀁾 Gabe Favre GF/dsp cc: Ron Whitehead, city Manager Slade Strickland w/enclosure Robin Jones w/enclosure
Centerline Constructors, Inc. w/enclosure H. Wayne Ginn, P.E. Sanford W. Case, P.E. w/enclosure File 439w/enclosure 17103 Preston Road • Suite 100 • Dallas, Texas 75248 • Phone 214/248-4900
P.O. Box 796577 • Dallas, Texas 75379-6577 • FAX 214/931-1452
ASE, INC. CONSULTING ENGINEERS February 4, 1991 Mr. Rick Waters Centerline Constructors, Inc. 2525 Ridgmar Blvd., suite 321 Fort Worth, TX 76116 Re: Mildred street Improvements Addison,
TX Dear Mr. Waters: As a point of reference, you are hereby notified that the contract completion date for the above referenced project expired on January 29, 1991. As of this point
in time, no time extensions have been approved. Please provide us with a revised schedule for the completion of the project. Should you have any questions, please contact our office.
sincerely, 􀁇􀁡􀁫􀁾 Gabe Favre GFjdsp cc: Ron Whitehead, city Manager Carmen Moran Robin Jones Don Preece Slade strickland H. Wayne Ginn, P.E. Sanford W. Case, P.E. File 439 17103 Preston
Road • Suite 100 • Dallas, Texas 75248 • Phone 214/248-4900 P.O. Box 796577 • Dallas, Texas 75379-6577 • FAX 214/931-1452
.􀁾 .., .)",. AGREHIENT FOR PUBLIC ., CITY OF ADDISON, TEXAS AND GINN, INC. CONSULTING ENGINEERS FEBRUARY 1980 \
AGREEMENT FOR ENGINEERING SERVICES Public Improvements MADE AND ENTERED INTO by and 􀁢􀁥􀁴􀁷􀁾􀁥􀁮 CITY OF ADDISON, hereinafter called the "Owner," and GINN, INC., CONSULTING ENGINEERS,
hereinafter called the "Engineer." RECITALS Owner intends to construct certain water, sewer, paving and drainage improvements. Such improvements are hereinafter referred to as the "Project."
CONTRACTUAL UNDERTAKINGS SECTION I EMPLOYMENT OF ENGINEER The Owner agrees to employ the Engineer and the Engineer agrees to perform professional engineering services in connection with
the Project as stated in the Sections to follow, and for having rendered such services, the Owner agrees to pay to the Engineer compensation as stated in the Sections to follow. -1-
SECTION 11 ClIARACTER AND EXTENT OF SERVICES The Engineer shall render the following professional services necessary for the ucvelopment of the Project: A. PRELIMINARY PHASE 0' (1) Attend
preliminary conference with the Owner regarding the Project. (2) Prepare a preliminary engineering study and report on the Project in sufficient detail to inuicate clearly the problems
involved and the alternate solutions available to the Owner, to include preliminary layouts, sketches and cost estimates for the Project, and to set forth clearly the Engineer's 􀁲􀁥􀁣􀁯􀁾􀁮􀁥􀁮􀁤􀁡�
�􀁩􀁯􀁮􀁳􀀮 (3) Furnish the Owner fifteen (15) copies of the preliminary report, including preliminary layouts, sketches and cost estimates. D. DESIGN P/IASE (1) Establish the scope,
and advise the Owner, of any soil and foundation investigations or any special 􀁳􀁵􀁲􀁾􀁥􀁹􀁳 or special testing which, in the opinion of the Engineer, may be required for the proper
execution of the Project; and arrange with the Owner for theconuuct.of such investigations and tests. (The performance of these investigations anu tests is not a part of the Engineer's
basic services, and compensation therefor is not included in the Basic Charge; it may be performeu by the Engineer, by agreement with the Owner, in whi.ch case compensation shall be
uetermineu by the applicable portions of Section VI D.) -2-
,f', B. (con't) (2) Funllsh to the Owner, where requireu by the circumstances of the assignment, the engineering uata necessary for applications for routine permits by local, statei
anu feueral authorities (as distinguisheu frolll uetaileu applications anu supporting uocurnents for government grants-in-aiu, or for planning auvances). Perform field surveys to collect
information which, in the 0 pin ion 0 [ the 1: ngin eel', '.i s I' equi I' c: u in the ue s i gn of the Project, tnot incluued in Basic Charge.) (4) Prepare uetaileu specifications anu
contract drawings, in pencil on paper, for construction authorizeu by the Owner. These ucsigns shall in all respects combine the application of sound engineering principles with a high
degree of economy, anu snaIl be submitted to the applicable state and federal agencies for approval. (5) Prepare detailed cost estimates and proposals of authorized construction, which
shall include summaries of bid items anu quantities which will be based, whereever practical, on the unit price system of bidding. ,*,The Engineer shall not be required to guarantee
the 'accuracy of these estimates. (6) fournish to the Owner all necessary copies of approved plans, specifications, notices to bidders, and proposals. All sets of Plans in excess of
ten (10) are to be paid for separately. C. CONSTRUCTION PHASE (1) Assist the Owner In the advertisement of the Project for bids. (2) Assist the Owner In the openIng and tabulation of
bids for construction of the Project, and recommend to the Owner as to the proper action on all proposals received. (3) Assist in the preparation of formal Contract Documents for the
contracts. -3-
, . C. (con' t) (4) 􀁾􀁉􀁡􀁫􀁥 nerioJic visits to the site (as distinguished from the continuous services of a rcsiucnt Project Representative JescribeJ in Subparagraph 6 below) to observe
the progress anu quality of the executeu work and to Jetermine in general if the work is procecJing in accordance 'vi th the Contract Documents. In performing this service, the Engineer
will not be required to 􀁾􀁉a ke e x!1 a us t i ve 0 l' con tinu0 u􀁾 0 n -sit e i n􀁾 􀀲􀁾􀀼􀀻􀀺􀀮􀀭􀁴􀁩 0 ns t Q check the quality or quantity oj' 􀁟􀁴􀁊􀁾􀁟􀀧􀀬􀁻􀀹􀁟􀁲􀁫􀀭􀁯􀁲 ma!erial;
􀀭􀀭􀁾 􀀭􀀭􀀭􀁟􀁾􀁟􀀭􀁾􀁟􀀭􀀭􀁟􀁾􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭..􀁟------_. ----_ .. _------,-l-)e--w--i-ll-not be responsible for the 􀁴􀁥􀁣􀁨􀁮􀁩􀁱􀁵􀁥􀁳􀁟􀁾􀁟􀁮􀁤 􀁾􀁾􀁟􀀭 .' ------------quences
--or-i.:'on-struction or the __􀀿􀁡􀁦􀁥􀁴􀁌􀁊􀀲􀀮􀀡􀀮􀁥􀁣􀁡􀁵􀁴􀁩􀁯􀀡􀁾􀁳 ---------_.. ---.in-cident theretq, ang, he 'viII not be responsible or 􀁉􀁊􀀮􀀮􀀴􀀴􀀩􀀮􀁊􀁾􀀬􀀬􀀬􀁾􀁪􀀮􀀬􀀮􀁕􀀬􀀬􀀬􀁤􀁊􀀬􀁊�
�􀁙􀀬􀁾􀀬􀀻􀁜􀁍􀀮􀁐􀀬􀁊􀀺􀀮􀁫􀁴􀂣􀀭􀁾􀁟0􀁦 l' the con t l'act 0 rs' fa i 1u l'e t 0 perform the construction work in accordance with the Contract Documents. During visits to the construction
sit e, and 0 nthe bas i s 0 f the I:ngineel' r son -sit e 0 bs e l'va tions as an experienced and qualified design professional, he will keep the Owner informed of the extent of the
progress of the work, and advise the Owner of material anu substantial defects and Jeficiencies in the work of contractors which are discovered by the Engineer or otherwise brought to
the Engineer's attention in the course of construction, and may, on behalf of the Owner, exercise whatever rights the Owner may have to disapprove work and materials as failing to conform
to the Contract Documents. (5) Consult and advise wit]1 the Owner; issue all instructions to the contractor requested by the Owner; and prepare routine change orders as required. (6)
Furnish the services of resident Project Representatives, and other field personnel for continuous on-the-site observation of construction. (This service is not a part of the Engineer's.
basic services, and compensa t ion therefor is not included in the Basic Charge; if provided, compensation shall be determined under Section VI D [2]). -4-
C. (6) /) 􀀬􀁾􀁜...... .-' 􀁾􀀯􀁾 './/'1f! (\"\ \ \ \(7) (8) (con't) The authority and dut.ies of such resident Project Representatives are limited to examining the material furnished
and observing the work done, and to reporting their findings to the Engineer. The l:ngineer ,viII use the usual degree of care and prudent judgment in the selection of competent Project
Representatives, and the Engineer will use diligence t.o see that the Proj ect Rep l'esen tat i vesEr 'iii en t h8 j Qb 􀁾􀀯􀁰 e l' form t 11e i l' l' equi l' ed 1f7 duties. I t is agreed,
however, tha t the Engineer does not underwrite, guarantee or insure the work done by the contractors, and, since it is the coritractors' responsibility to perform the work in accordance
with the Contract Documents, the Engineer is not responsible or liable for the contractors' failure to do so, and, so long as Engineer has exercised the usual degree of care and prudent
judgment in selecting Project Representatives and has used diligence to see that theY,are OR the JOQ tg..:perform the work, failure by any Project-Representatives or other personnel
engaged 1n on-the-site observation to discover defects or deficiencies in the work of the contractors shall never 􀁲􀁥􀁬􀁩􀁥􀁾􀁥 the contractors for liability therefor or subject the
Engineer to any liabili ty for any such defect or deficiencies. (See Exhibit "B") Revie''I samples, catalog data, schedules, shop drawings, laboratory, shop and mill fests of material
and equipment and other data which the contractor is required to submit, only for conformance with thedesign concept of the Project and compliance with the information given by the Contract Documents; and assemble written guarantees which arc required by the Contract Documents. Prepare
or review monthly and final estimates for payments to contractors, and furnish to the Owner any necessary certifications as to payments to contractors and suppliers. -5-
C. (con't) (9) Conduct, in company with the Owner, a final inspection of the Project for conformance ,.,rith the design concept of the Project and compliance with the Contract Documents,
and approve in writing final payment to the contractors. 􀁾 (lOJ L Revise contract drawings, with the assistance of the resident Project Representative, to show the work as actually
construct6d. Purni;h a set of prints of these revised drawings to the Owner. -6-
,", SECTION III AUTIIOIUZATION OF SERVICES No professional services of any nature shall be undertaken by the Enginee l' under thi s Ag reemen t un til he has rece i ved writ ten authorization
from the Owner, in which the following elements are specified: '. (1) The nature of the particular assignment. (2) The scope of the services to be performed. (3) The exact basis of payment
for the services to be performed (as provided in Section VI). i (4) A citation of the ordinance of the City Council under. which the assignment was authorized and the appropriation was
made. SECTION IV PERIOD OF SERVICE This Agreement sllall be effective upon execution by the Owner and the Ungineer, and shall remain in force until terminated under the provisions hereinafter
provided in Section X. -7-
SECTION V COORDINi\TION WITH THE OWNER The Engineer shall holu periodic conferences \lfith the Owner, or its representatives, to the end that the Project, as perfected, 􀁾􀁨􀁡􀁬􀁬 have
full benefit of the Owner's experience anu knO\vledge of existing ne-ed-s-anu facili ties, and be cons istent wi th i ts---. current policies and construction standards. To implement
this cooruination, the Owner shall make available to the Engineer, for use in planning tIle Project, all existing plans, maps, fielu notes, statistics, computations anu other data in
llis possession relative to existing facilities anu to the Project. -8-
SECTION VI TIlE ENGINEER'S COMPENSATION For and in consideration of the services to be rendered by the Engineer, the Owner shall pay, and the Engineer shall receive the compensation
hereinafter set forth, for the Preliminary, Design, and Construction Phases of the work and for Special Assignments and Services not included in these phases. All remittances by Owner-of
such 􀁣􀁯􀁭􀁰􀁣􀁮􀁳􀁡􀁴􀁩􀁯􀁮􀁾􀁳􀁨􀁡􀁬􀁬 either be mailed or delivered to Engineer's office in Dallas, Dallas County, Texas. 􀁾 II/here the compensation. is based on a 􀁟􀁬􀀿􀁾􀁲􀁣􀁾􀀩􀁊􀁴􀀮􀁃􀀡􀁊􀁩
􀁥 of 􀁃􀁟􀁓􀁖􀁾􀀮􀀱􀁟􀁉􀀮􀀮􀁵􀁣􀁟􀀡􀀮􀁾􀁯􀁮 cost, the charge for each separate phase shall be based on the "construction cost" or all work authorized by the Owner at one time, and handled
by the Engineer in accordance with this Agreement. "Construction cost" is defined as the total cost to the Owner for the execut ion 0 f the wo rk authori zed atone t ime-and handl ed
In each separate phase of engineering services, e,xcluding fees oro ther cos t for for engineering and legal se_:ryice s, the cos t of 1and, ri ght s -0 f -'"ay, 1ega1 and a dIIIin i
s t I' a t i veexpen s e s; but inc1udin g the direct cost to the Owner of all construction contracts, items of construction, including labor, materials and equipment required for -the
compl eted ,,,ork (including extras) and th"e total value at site o[ project of all labor, materials, and equipment purc has e J 0 I' fur nishe J J ire c t 1Y by the Q'oJIl e I' for
the Pro j e c t. In the event that proposals for construction of any of the work authorized in the Design Phase are received within ninety (90) days after submission of completeJ contract
drawings and specifications to the Owner by the Engineer, the charg"e for the corresponding services in the Design Phase and the charge for the 􀁣􀁯􀁲􀁾􀁥􀁳􀁰􀁯􀁮􀁤􀀮􀁩􀁮􀁧 services
in the Preliminary Phase shall be adjusted to the "construction cost" as reflected by the lowest acceptable proposal, or lm"est bona fide bid, if no contract is awarded. Where no -9-
.' Section VI (con't) proposal or bona fide bids are received, the Engineer's estimates shall be the basis for final payment for these two pllases. No reduct_lon shall be made from the
Basic Charge on account of penalties or liquidated damages or other sums withheld from contractor's payments. A. PRELlivlINARY P[IASE '. Payment for services in the Preliminary Phase
shall be made to the Engineer in a sum equal to a percentage of the "construction cost" of the work authorized by the Owner in this Phase of the Project. This percentage for the Preliminary
Phase shall be computed as "fifteen percent (15%) of the Basic Charge, . ----------\vh ich Bas ic Charge is de fined by At 􀁴􀁡􀁣􀁨􀁾􀁥􀁮t No.1. The classification of the construction
work (Classification "A") for the purpose of applying the alternate Basic Charge is that given in Section 3 of the 1972 General Engineering Services 1vlanual of the Consul ting Engineers
Council of Texas (\vhich Section 3 is here adopted bY,reference as part of this Agreement). Partial payments for services 1n the Preliminary Phase shall be made monthly, based on the
Engineer's estimate of the "construction cost" of the work. Payments \vill be r.wde in proportion to that part of the services in the Preliminary Phase which has been accomplished, as
evidenced by monthly statements submitted by the Engineer to the Owner. Final payment for services in the Preliminary Phase shall be payable upon submission to the Owner of the required
report, sketches, and estimates, and upon his acceptance, \vhich shall be within thirty (30) days-after submission. -10-
Section VI (con't) B. DESIGN PIIASE ·Payment for services In the Design Phase shall be made to the Engineer In a sum equal to a percentage of the "construction cost" of the \vork authorized
by the Owner in this Phase of the (ril) ._, 'lJ{LI!';'!)... , 'Pro j ect . This pe rcen tage fo r the Des ign Phas e s hall be comput ed 􀀢􀀬􀀬􀁾􀀯􀀯􀀧􀁦􀀧􀁴􀀺􀀧􀁦􀀧􀁦􀀮􀀬 as seventy
percent 􀀨􀀷􀀰􀁾􀀩 of the Basic Charge, \vhich Basic Charge 􀀱􀁃􀁾 is defined by Attachment No. 1. 􀁾 The classification of the construction work (Classification "A") for the purpose
of applying the alternate Basic Charge is that given in Section 3 of the 1972 General Engineering Services Manual of the Consulting Engineers Council of Texas (wJlich Section 3 is here
adopted by reference as part of this Agreement). Partial payments for services In the Design Phase shall be made monthly, based on the Engineer's estimate of the "construction cost"
of the work. Payments will be made in proportion to that part of the services in the Design Phase which has been accomplished, as evidenced by monthly statements submitted by the Engineer
to the Owner. final payment for services authorized in the Design Phase shall be due upon the completion of these services. C. CONSTRUCTION PHASE Payment for services in the Construction
Phase shall be made to the Engineer in a sum equal to a percentage of the "construction cost" of the work authorized by the Owner In this Phase of the Project. This percentage [or the
Construction Phase shall be computed as [j fteen pe rcen t (l 5%) 0 f the Bas ic (:ha rge, whi eh Basic Charge is de Oned by Attachment No. 1. -11-
" Section VI C. (can't) The classification of the construction work (Classification "A") for the purpose of applying the alternate Basic Charge is that given in Section 3 of the 1972
General Engineering Services Manual of the Consulting Engineers Council of Texas (which Section 3 is here adopted by reference as part of ' this Agreement). This 􀁾􀁵􀁭 will be paid
in monthly installments in proportion to the construction work completed, 􀁯􀁮􀁾􀁴􀁨􀁥 basis of the Engineer's estimates prepared for monthly payments to contractors, plus the actual
􀁾􀁡􀁬􀁵􀁥 of all materials and equipment purchased or furnished directly by the Owner for the Project. Upon completion of all work authorized in the Construction Phase, the Engineer
will be paid the remainder of the charge for this Phase.' D. SPECIAL ASSIGNMENTS AND SERVICES NOT INCLUDED IN ABOVE PERCENTAGE CHARGES Service: Field surveys to collect information required
for design. (Design Phase only). 􀁾􀁯􀁭􀁰􀁣􀁮􀁳􀁡􀁴􀁩􀁯􀁮􀀺􀀬 􀁁􀁴􀁴􀁡􀁾􀁨􀁭􀁥􀁮􀁴 No.2 -"Rate Schedule". Reimbursement for direct non-labor expense and subcontract expense at invoice
cost plus a five percent (5%) service charge. The charges above described in the Preliminary, Design and Construction Phases shall provide compensation to the. Engineer for all services
called for under this Agreement to be performed by him, or under his direction, except the services set forth below. These excluded services and Special Assignments, and the comlJensation
to be paid by the Owner to the Engineer for' their performance, as required, are as f6llbws: t-\\i!' vSl -12-
Section VI D (can't) '. Service: Services of a resident' Project Representative and other field personnel as required, for on-thesite observation of construction and material testing.
Compensation: costs." Three percent---(3%) .of "construction (3) Service: Land surveys, and 􀁥􀁾􀁴􀁡􀁢􀁬􀁩􀁳􀁨􀁭􀁥􀁮􀁴 of boundaries and monuments. Compensation: Attachment No.2 -"Rate
Schedule." Reimbursement for direct non-labor expense and subcontract expense at invoice cost'plus a five percent (5%) service charge. (4) Service: tions. Preparation of property or
easement descrip-Compensation: Attachment No.2 -"Rate Schedule." Reimbursement for a direct non-labor expense plus a five pcrcent (5%) service charge. (5) Service: Preparation of any
special reports. Compensation: Attachment No. 2 -"Rate Schedule." Reimbursemcint for direct non-labor expense plus a five percent (5%) service charge. (6) Service: Appearances before
regulatory agcncies. Compensation: Attachment No.2 -"Rate Schedule." Reimbursement for direct non-labor expense plus a five percent (5%) service charge. (7)/Service: Assistance "to the
Owner as an expert witness in any litigation with third parties, arising from the development or construction of the Project. Compensation: Attachment No.2 -"Rate Schedule." Reimbursement
for direct non-labor expense plus a five percent (5%) service charge. -13-
" 􀁾􀁓􀁥􀁣􀁴􀁩􀁯􀁮 VI D (con't) (8) Service: Special investigations involving detailed consideration of operatidn, 􀁭􀁾􀁩􀁮􀁴􀁥􀁮􀁡􀁮􀁣􀁥 and overhead expenses; preparation of rate schedules;
earnings and expense statements; special feasibility studies; appraisals; valuations; and material audits or inventories required for certification of force account construction performed
by 􀁴􀁨􀁾 Owner. Compensation: Attachment No.2 -"Rate Schedule." Reimbursement for direct non-labor expense 􀁰􀁬􀁵􀁾 a five percent (5%) service charge. (9) Service: Soil and foundation
investigations, including test borings, soil tests and analyses of test results. Compensation: (a) Furnished by the Owner, or (b) By Engineer (Attachment No. 2 "Rate Schedule"), and
reimbursement for direct non-labor expense and subcontract expense at invoice cost plus a five percent (5%) service charge. (10) Service: Detailed mill, shop and/or laboratory inspection
of materials or equipment. Compensation: Payment included unJer item (2) above, (Three percent [3%] of "congtruction costs" for 1nspection and material testing.) (11) Servicc: Extra
travel required of the Engineer and authorized by the Owner. Compcnsation: Cost of travel and living expenses plus a fivc percent (5%) servicc chargc. (12) Service: Additional copies
of reports and specifications. Compensation: Attachmcnt No.2 -"Rate Schedule." Reimbursement for direct non-labor expense and subcontract expense at invoice cost plus a five percent
(5%) service charge. -14-
Section VI D (con't) (13) Service: Preparation of applications and supporting documents for government grants or planning advances for public works projects. Compensation: Attachment
No.2 -"Rate Schedule." Reimbursement [or direct non-labor expense at invoice cost plus a five percent (5%) service charge. (14) Service: Represent Ci ty as C-i ty Engineer. Compensation:
Sixty percent (60%) of hourly rates as .s h0 \oJll 0 nAt t a c hmen t No.2. Payments to the Engineer for authorized services not in the percentage charges will be made monthly, by the
Owner, upon presentation of monthly statements by the Engineer of such services. "Salary cost" is defined as the cost of salaries of engineers, draftsmen, s teno grapher s, s urveymen,
clerks, 1aborer s , etc., for time directly chargeable to the Project, plus social security contributions, unemployment excise and payroll taxes, employment compensation insurance, retirement
benefits, medical and insurance benefits, sick leave, vacation, and holiday pay applicable thereto. For the purpose of this Agreement, the hourly rates of the Engineer's staff is established
in accordance with Attachment No.2. Should the Owner fail to make payment to the Engineer of the sum named in any partial' or final statement when payment is past due for more than thirty
days, then the Owner shall pay to the Engineer, in addition to the sum shown as due by such statement, interest thereon at the rate of fifteen percent (15%) per annum from the date due,
as provided herein, until fUlly paid, which shall fully liquidate any injury to the Engineer arising from such delay ln payment, but the right is expressly reserved to the Engineer ln
event payments are not promptly made as provided herein, at any time thereafter to treat the Agreement as terminated by the Owner and recover compensation as provided by Section X of
this Agreement. -15-
SECTION VII REVISION TO DRAWINGS AND SPECIFICATIONS The Engineer will make, wi thout expense to the O\.,rner, such revisions of the preliminary drawings as may be required to meet the
needs of the Owner, but after a definite plan has been approved by the O\.,rner, if a decision is subsequently made by the Owner which, for its proper execution, 􀁩􀁮􀁶􀁯􀁬􀁾􀁥􀁳 extra
services and expenses for changes in, or addition to the drawings, specifications or other documents, or if the Engineer is put to labor or expense by delays imposed on him from causes
not within his control, such as by (but not limited to) the readvertisement of bids or by the delinquency or insolvency of contractors, the Engineer shall be compensated for such extra
services and expense, which 􀁳􀁥􀁲􀁶􀁾􀁣􀁥􀁳 and expense shall not be considered as covered by the percentage fee stipulated in this Agreement. Compensation for such extra services shall
be at salary cost times a multiplier of 2.5, and reimbursement for direct non-labor expense and subcontract expense at invoice cost plus a five percent (5%) service charge. -16-
SECTION VIII OWN ERSllr P OF DOCUMENTS Original documents, plans design and survey notes represent the product of training, experience, and professional skill, and accordingly belong
to, and remain the property of, the Engineer who produced them, regardless of \.,rhether the instruments were copyrigh ted or whether the proj ect for ·,\.,rhich they were prepared is
executed. 􀁜􀁾􀁾 The Owner may at his expense retain reproducible copies of (/drawings, and copies of other documents, in consideration of I . \\rhich it is mutually agreed that the
Owner \.,rill use them solely I in connection with the Project, and not for purpose of making \ subsequent extensions or enlargements thereto, save with the I\ express consent of the
Engineer. Re-use for extensions of \ . . the original project or for new projects shall require permission of the Engineer and sllall entitle ·him to further compensation. -17-j.
SECTION IX ARBITRATION UNDER TEXAS GENERAL AIU3ITIMTION ACT' A. Any controversy hereafter arising between Owner and Engineer in connection with this Agreement and any liability or claimed
liability created hereunder or incident hereto or pertaining to the enforcement of any provision, conJition or ., covenant containeJ herein shall be submitted to arbitration under the
terms of the Texas General Arbitration Act. Either party may invoke this provision for arbitration by giving the other party notice in writing demanding that such controversy be submitted
to arbitration, which notice shall also contain the appointment of an arbitrator by the demanding party. The party receiving such notice of arbitration must, witllin five (5) days after
receiving same, mail to the demanding party a.notice of appointment of a seconJ arbitrator. Such two arbitrators shall meet forthwith and agree in writing upon a third arbitrator, and
shall imJl1eJiately give the parties written notice of the third arbitrator's appointment. B. If the party upon whom the JemanJ for. arbitration is s e rveJ fail s to give the (lemanJing
party the requi red not i ce 0 f the appo in tmen t 0 f the s econJ arbi t ra to l' \vi th in the requi reJ five Jays, the demanding party may apply to the court unJer Article 226, ReviseJ
Statutes of 1925, to appoint the seconJ arbitrator. If the first two arbitrators fail to agree upon a thirJ arbitrator within ten days from the date the seconJ arbitrator was appointed,
cither party may apply to the court, unJer such Article 226, for the appointment of the third arbitrator. C. The proceeJings of the arbitrators, the awarJ made by the arbitrators anJ
the cnJorsement of such awarJ shall be governcd by the Texas Cenera] Arbitration Act, Articlcs 224 through 238-6, inclusivc, ReviseJ Statutes of 1925, as amendeJ. -18-
-, j •. Section IX (con It) D. This entire Section IX proviuing for arbitration shall survive the termination of this Agreement unuer any of its provisions, anu any controversy between
Owner anu l:ngineer existing when the Agreement terminates shall continue to be subject to arbitration hereunuer. SECTION X TERMINATION Either party to this Agreement may terminate the
Agreement by giving to the other thirty (30) days notice in writing. Upon uelivery of such notice by the Owner to the Engineer, anu lIpon expiration of the thirty-day periou, the Engineer
shall uiscontinue all services in connection with the performance of this Agreement anu shall proceeu to cancel promptly all existing orders and contract insofar as such orders or contracts
are chargeable to this Agreement. As soon as practicable after receipt of notice of termination, the Engineer shall submit a statement, showing in uetail the services performed unuer
this Agreement to the date of termination. The 'Ownershall"then pay the Engineer promptly that proportion of the prescribed charges which the services actually performeu unuer this Agreement
bear to the total services calleu for under this Agreement, less such payments on accoun t of the charges as have been previous 1y maue. Cop i cs 0 f all completeu or partially completed
uesigns, plans anu specifications prepareu unuer this Agreement shall be clelivereu to the Owner when anti if this Agreement is terminateu, but subject to the restrictions, as to their
use, as set forth in Section VIII. -19-
SECTION XI LIMITATION Or: LIABILITY .-......-.. The Owner will indemnify and hold harmless the Engineer, their agents, and employees from and against all claims, damages, losses, and
expenses including attorneys' fees arising out of or resulting from the performance of any Professional Services j \ except for the design and 􀁳􀁰􀁥􀁣􀁩􀁦􀁩􀁣􀁡􀁴􀁩􀁯􀁾􀁳 prepared by
the Engineer . ..􀁾􀀮 SECTION XII ADDRESS OF NOTICES AND COMMUNICATIONS All notices and communications under tllis Agreement to be mailed or delivered to Engineer shall be to the following
adJress: Ginn, Inc., Consulting Engineers 13740 Midway RoaJ, Suite 502 Dallas, Texas 75234 All notices and communications under this Agreement to be mailed or JelivereJ to the Owner
shall be to the follo,wing adJress: City of Addison P. O. Box 144 AJJison, Texas 75001 -20-
SECTION XIII SECTION CAPTIONS Each Section under the contractual undertakings has been supplied with a caption to serve only as a guide to the contents. The caption docs not control
the meaning of any Section or in any way determine its interpretation or application. 'I SECTION XIV SUCCESSORS AND ASSIGNMENTS The Owner and the Engineer each biIids himself and his
successors, executors, administrators and assigns to the other party of this Agreement and to the successors, executors, administrators and assigns of such other party, in respect to
all covenants of this Agreement. Except as above, neither the Owner nor the Engineer shall assign, sublet or transfer his interest in this Agreement without the written consent of the
other. Nothing herein shall be construed as creating any personal liability on the part of any officer or agent of any public body which may be a party thereto. -21-
original) on behalf ofr:nginccr by its Presi.dent sho"·n beloh', anJ on behal [ of O\mer bv i ts 􀁾􀁉􀁡􀁾􀂷􀀨􀁬􀁲 ant 11 i s c2 i tla y of 􀀡􀁊􀀷􀁡􀀯􀁣􀀮􀁥􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀧􀀭􀀬􀀭􀀱􀀭􀀹􀀭0􀀸
-.------CITY OF ADDISON ATTEST: GINN, INC. ATTEST: By: H. Way e 􀁇􀁩􀁮􀁾􀀼 P.E. Pres i ent ( -22-NSPE/ACEC/ASCF l'uhlicalinn Nll. 1910-1·" 1979 Edillon
";).,. Exhibit B to Agreement Between' Owner and Engineer for Professional Services, dated , 19 _ (for use with No. 1910-1, 1979 Edition). ,'", Duties, Responsibilities and Limitations
of Authority of Resident Project Representative A. General. 􀁾􀁜 '" :.< .:,:..􀁾􀀮􀀬􀀮􀀺 , ..,." .,. .••....• "..' :.. 􀁾 ::..,=:: .-r 􀁾􀁾􀁊••• 􀁾􀀧􀀺 Resident Project Ref'lresentative
is ENGINEER's Agent. will :Ict as directed by and under the supervision of ENGINEER, and will confer Wilh ENGINEER regarding his actions, Resident Project Reprcsentativc's dcalings in
matters pcrtaining to thc on-sitc Work sh:111 in general be only with ENGINEER and CONTRACTOR, and dealings with subcontractors shall only be through or with the full knowledge of CONTRACTOR.
Written communication with OWNER will be only through or as directed by ENGINEER. B. Duties and Responsibilities. Resident Project Representative will: I. Schec/llles: Review the pwgress
schedule, schedule of Shop Drawing submissions and schedule of values prepared by CONTRACTOR and t:onsult with ENGINEER concerning their acceptability. 2. CII/!fi'/,CII('('S: Attend
precllnstruction conferences. Arrange a schedule of progrcss meetings and other job conferences as required in consultation with ENGINEER am] notify those expected to attend in advance.
Attend meetings. am] maintain and circulate copies of minutes thereof. 3. Liaison: a. Serve as ENGINEER's liaison with CONTRACTOR, working principally through CONTRACTOR's superintendent
and assist him in understanding the intent of t he Contract Documents. Assist ENG IN EER in scrving as OWNER's liaison with CONTRACTO R when CONTRACTOR's operalions affect OWN ER's on-site
operations. b. As requcsted by ENGINEER, assist in obtaining from OWNER additional details or information. when requ'ired at the job site for proper execution of the Work. . 4. Shop
Drawil/!:s am/Sall/plcs: a. Receive and record date of receipt of Shop Drawings and samples; receive samples which arc furnished at the site.. : 􀁾􀀭 by CONTRACTOR, and notify ENGINEER
of their availability for examination. '. ;.' b. Advise ENGINEER and CONTRACTOR or its superintendent immediately of the commencement of any Work requiring a Shop Drawing or sample submission
if the submission has not been approved by ENGINEER. 5. !<cl'iell' of Work. Rejectio/l (!( Dcfectil'c Work, II/spectio/ls al/d Tests: a. Conduct on-site obscrvations of the Work in progress
to assist ENG!NEER in determining if the Work is proceeding in accordance with the Contract Documents and that completcd Work will conform to the Contract Documents. b. Report to ENGINEER
whenever he believes that any Work is unsatisfactory, faulty or defective or does not conform to the Contracl Documents, or docs not meet the requirements of any inspections, tesls or
approval required to be made or has been damaged prior to final payment: and advise ENGINEER when he belicves Work should be corrected or rejected or should be uncovered for observation,
or requires special testing. inspection or approval. c, Verify that tests, cquipment and systems startups and operating and maintenance instructions are conducted as required by 􀁴􀁴􀁬􀁾
􀁃􀁑􀁮􀁴􀁲􀁡􀁾􀁾􀀮􀀧􀁊􀁾􀁾􀀬􀁾􀁵􀀢􀁬􀁥􀁮􀁊􀁾 and in presence of the required personnel. and thatCONTRACTOR maintains *: adequate records thereof; observe, record and report to ENGINEER
appropriate deiails'relativc'(O'th'e:'tesfprocedures and startups. d. Accompany visiting 􀁩􀁮􀁾􀁰􀁣􀁣􀁴􀁯􀁲􀁳 representing puhlic or other agencies having jurisdiction over the Project.
record the outcome of these inspcdions and report to ENGINEER. © 1979 by National Society of Professional Engineers, 2029 K 51., N.W., Washington, D.C. 2tlOO6 NSI'E/ACEC/ASCE Pllhlicalion
No. 1910-1-A 1979 Edition
6. IlIlcrpl"I'lal;oll 􀁉􀁾􀁲 Cm/lran !Jocl/lllel/ls: Transmit to CONTRACTOR ENGINEER's clarifications and interpretations of the Contract Documents. 7. Mocl(/;nu;tJl/s:' Consider anu
evaluatc CONTRACTOR's suggestions for modifications in'Drawings or Specifications and rcport them with rccommendations to ENGIN EER. 8. R('('ortis: a. Maintain at the job site orderly
filcs for correspondence. reports of job confcrences. Shop· Drawings and samples suhmissions. reproductions of original Contract Doeumcnts ·including all addenda. change orders. field
orders. addi-. tiona I Drawings issucd subscquent to the exccution of thc Contract. ENGINEER's clarifications and interpretations of thc Contract Documents. progress reports. and other
Project related docllments. h. Keep a diary or log book. recording hours on the job site. weather conditions. data relative to questions of extras or deductions. list of visiting officials
and representatives of manufacttlrers. fabricators. suppliers and distributors. daily activities. activities. decisions. observations in general and specific observations in more detail
as in the case of observing test procedures. Send copies to ENGINEER. c. Record names. addresses and telephone numbers of all CONTRACTORS. subcontractors and major suppliers of materials
and equipment. . . ..' -. 9. R('{JorlJ: a. Furnish ENGINEER periodic reports as required of progress ofthe Work and CONTRACTOR's compliance with the approved progress schedule anu schedule
of Shop Drawing submissions. b. Consult with ENGINEER in advance of scheduled major tests. inspections or start of important phases of the work. c. Report immediately to ENG IN EER upon
the occurrence of any accident. 10, PaYIIICl/l 􀁒􀀨􀀧􀁴􀁬􀁬􀁬􀀻􀀮􀁾􀀻􀁬􀀻􀁴􀁊􀁉􀀯􀁳􀀺 Review apr1icalions for payment with CONTRACTOR for compliance with the established procedure for
their suhmission and forward them with recommendations to ENGIN EER. noting particularly their relation to Ihe schcdule of values. Work completed and materials and equipment delivered
at the site but nol incorrorated in the Work. II. C('rtifical('s. M a;l/l I'l/tll/Ct' til/(l ()pcraliol//Htll/llt1l.e During the course of I he Work. verify that certificates. maintenance
and oreration manuals ami orh..:r data required to be assembled and furnished hy CONTRACTOR are applicable to the items actually installed: and deliver this material to ENGINEER for
his review and forwarding to OWNER prior to final acceptance of the Work. 12. COlIIl'leliol/: a. Before ENGI NEER issues.i1 Certificate of Substantial Completion. submit to CONTRACTOR
a list of observed items requiring completion or correction. h. Conduct final inspection in the company of ENGINEER, OWNER and CONTRACTOR and prepare a final list of items to be completed
or corret:led. c. Verify that all items on final list have been completed or correcled and make recommendations to ENGINEER concerning acceptance, C. Limitations or Authority. Except
upon written instructions of ENGINEER, Resident Project Representative: J. Shall nol authorize any deviation from the Contract Documents or approve any substitute materials or equipment.
2. Shall not exceed limitations on ENGINEER's authority as set forth in the Contract Documents, J. Shall not undertake any of the responsibilities ofCONTRACTOR. subcontractors or CONTRACTOR's
superintendent, or expedite the Work. 4. Shall nol advise on or issue directions relative 10 any aspect of the means. methods. techniques, sequences or procedures of conslruction unless
such is specifically called for in the Contnlct Documents. 5. Shall not advise on or issue directions as to safety precautions and programs in connectionwith the Work. 6. Shall not authorize OWNER to occupy the Projeci in whole or in part. 7. Shall not participate in specialized field or laboratory tests. rrepnred h)' En_ineer",· Joint
("tmlrM:1 Oucumenl" ("nmmillcc t\Jbli"htujl"nlly hy: Prnf"''''lIlinnotl F.nRineen in Pri".le Prac'u:e .• pnclh:.e division "fthe National Sodety ('If 􀁐􀁭􀁲􀁥􀁵􀁴􀁮􀁮􀁾􀀱 Enlineen; American
Con,uhinl Enlineen Council: American Society of Civil Engineers '. 􀁾 . " 􀀧􀀮􀁾􀀮 ;t .•r: :;f:·:·! ....􀁾􀀺􀂷 .
NOTES: (1) When Construction Cost is under $50,000, use reimbursable basis of compensation. (2) Construction cost below is the work authorized at one time. However, where the work is
to be accomplished in a number of separate construction contracts. then each such project element should be evaluated on an individual basis, with additional compensation to the Engineer.
(3) The Basic Charge presented below represents median com· pensation. The appropriate compensation for any given assign· ment may vary above or below the curve, depending upon com·
plexity. (4) Compensation for alteration work should be increased by at least one·third above the median compensation illustrated. (5) Curve Aand Curve B are consistent with Curve A
and Curve B in Manual 45, published by the American Society of Civil Engineers. New curves will be issued as subsequent revisions are published by ASCE. 14 13 12 .... Z N W 11 VI U I
et: wc.. I 10 W"et: 􀁾 9 :I: U􀁾 (Il 8 􀁾CD 7654 I I I 􀁾􀀭􀁾􀁊􀁴􀀺􀀭􀀭􀁾􀀭􀀭 I I I I I I I I-L--_ --f-----I I II ! I I I I I I I ! ! I ! , i I I I I I I I I I I I I I I I I I I I I
I I I I I I'\. I I nI .1 I I I I I I 'litH--I I I I Iii 􀁾 I r---------See USE OF CURVES; page 14 I I I !! I ! I '\..,i I I I And TYPICAL EXAMPLES; page 16 I I I I I I i I ""-'0. I II
I I I I I I I I I I I I I 􀁾􀁾􀀱􀁬􀂣􀀮􀀭􀀨􀀢􀀻 I I i I I I I I ! I I I I I I 􀁉􀁉􀁉􀁾 I 􀁾􀁲􀁬􀁬 I I ! ! .. .:. I I I ! I i I , I I I I I 􀁾􀁉 0(;.0. '-.,i 􀁾 8% Af'4X : I I I I I i
I I I I I I I I 􀁾􀁾􀁳 I "'-:--...,: I I ' I I I I I I ! I I I 􀁾"" I 􀁾 I I I I I -I I ..........: ........ 􀁾 I I I I I I ;;;:::................. I----I ! I I I I 􀁾---I II I i . i
, I 􀁉􀁾-LII I II I I I I I I i I I I I I I . I I (t􀁾.(,, (􀁾>. r') 􀁾 C ( ::0 , <rT'l 􀁾 (fl '" » t􀁾 »z 0 (,. to ""' 􀁾􀁾 l-\" (l-IV􀁾 'r:' l-e􀁾 􀁾 001 005 01 CONSTRUCTION COST 05
A 5 MILLIONS OF DOLLARS 10 50 Ie;) ATTACHMENT NO /􀁾