lrI1\ ' Il)Ii1 . lII TOWN OF ADDISON CONSTRUCTION SPECIFICATIONS AND CONTRACT DOCUMENTS ADDISON FIRE STATION NO.1 DRAINAGE IMPROVEMENTS Prepared By GBW Engineers, Inc. 1919 S. Shiloh
Road, Suite 500 Garland, Texas 75042 June, 2002
TRANSMITTAL OF ADDENDUM ******************************************************************************* INSTRUCTIONS: Acknowledge receipt ofAddenda in Proposal, on outer envelope ofbid
AND WITH THE FORM BELOWFAXED TO (972) 450-7096 upon receipt. ******************************************************************************* Addendum Acknowledgment FAX to (972) 450-7096
I Acknowledge the receipt ofAddendum No. 1 Town of: Project Name: ADDISON, TEXAS 02-38 Fire Station 1 Drainage Improvements By Facsimile Transmission on this date: Contractor's Signature
E-Mail Address: July 30, 2002 Company Name "PLEASE SIGN & FAX THIS PAGE BACK TO TOWN OF ADDISON" (as verification that you received this Fax) 972-450-7096 Total Number of Fax Pages:
Addendum No.1 4 Page 1 of 4 02-38 Fire Station 1 Drainage Improvements
TOWN OF ADDISON Bid 02-38 FIRE STATION NO.1 DRAINAGE IMPROVEMENTS ADDENDUM NO.1 This Addendum forms a part ofthe Contract Documents and Specifications. Acknowledge receipt ofthe Addendum
in the space provided in Section PF, Proposal Summary Page PF-2, and on the outer envelope ofBid proposal. Failure to acknowledge receipt ofthis Addendum may subject Bidder to disqualification.
Bid Closing Date: August 8, 2002 at 2:00 p.m. ** PLEASE NOTE THE PROPOSAL BID DUE DATE IS CHANGED FROM WEDNESDAY, JULY 31,2002 TO THURSDAY, AUGUST 8, 2002. Bid Submittal Address: No
late bids will be accepted. Ms. Minok Suh, Purchasing Coordinator Town of Addison Finance Building 5350 Belt Line Road Addison, Texas CONTRACT DOCUMENTS I. Section AB: Advertisement
for Bids and Section PF: Proposal Form l. Page AB-2 and Page PF-3: The proposal bid date is hereby changed from July 31, 2002 to Thursday, August 8, 2002 at 2:00 p.m. 2. Section MP:
Measurement and Payment Item 7. Remove/Replace Existing Concrete Channel or Flume Add the following language: "Install Neenah grate R-4990-DX (14-inch wide) or approved equal. Delete
Neenah grate (Type A, 15x36, R-4575A)." "This pay item shall include all excavation and trenching for the flume." Item 8. Sidewalk and Driveway Replacement Add the following language:
"The unit price bid for sidewalk replacement shall include the cost ofreplacing the inlaid brick to match the existing brick type and pattern." Item 10. Tree Protection and Trimming
Addendum No. I Page 2 of 4 02-38 Fire Station I Drainage Improvements
Add the following language: "Tree removal shall be permitted, with prior approval from the Town of Addison, for those trees that fall within the project work zone." 3. Section PF: Proposal
Form Item No. 102 Reword item description to read as follows: "Unclassified excavation for swale, including rock" Item No. 107 Reword item description to read as follows: "Furnish and
install 4" thick reinforced concrete sidewalk, 4000 psi @28 days, including inlaid brick to match existing type and pattern" Item No. 108 Reword item description to read as follows:
"Furnish and install reinforced concrete flume, 4000 psi @28 days, including Neenah grate R-4990-DX (14" wide) and patio curb" 4. Construction Plans; Sheets 1 of 2 and 2 of 2 Make the
following revisions: "Replace the 5-foot wide maximum construction work zone with a lO-foot wide construction work zone. Prior approval for additional work zone width must be obtained
from the Town ofAddison. The contractor shall not be required to replace the landscaping and trees that are removed within the construction zone. The work zone shall be graded to provide
positive drainage to the flume and left in a loose earthen state. No seed or sod is required. " "There is an irrigation system in the work zone. Plans of this system, which the contractor
must restore under Bid Item No. 115, are available for review by the contractors prior to the bid opening at the Town ofAddison Service Center, 16801 Westgrove Drive, Addison, Texas."
"Revise the width ofthe concrete flume grate from 15" to 14". The concrete ledges on which the grate sits shall be revised from 2" to 1.5". "The length of the concrete flumes shall be
adjusted as outlined below such that standard grate lengths of 18" and 24" may be used exclusively: 1. Flume A: Revise P.I. Sta. 0+07.76 to read Sta. 0+08 Revise P.I. Sta. 0+14.62 to
read Sta. 0+14 Revise Sta. 0+36.90 to read Sta. 0+36 2. Flume B: Addendum No. I Page 3 of 4 02-38 Fire Station I Drainage Improvements
Revise Sta. 0+38.06 to read Stat 0+38 3. Flume C: Revise Sta. 0+52.68 to read Sta. 0+52 4. Flume D: Revise P.I. Sta. 0+11.1 0 to read Sta. 0+12 Revise P.I. Sta. 0+15.20 to read Sta.
0+16 Revise P.I. Sta. 0+45.82 to read Sta. 0+46 Revise P.I. Sta. 0+49.82 to read Sta. 0+50 Revise Sta. 0+59.28 to read Sta. 0+60 Add the following notes: "The contractor may elect to
tunnel under the brick wall at Sta. 0+57 on Line B." "The inlets and junction boxes may be precast or cast-in-place." "A monolithic pour is not required for the concrete flume." Revise
Typical Irrigation No.1 to read as follows: "The contractor may elect not to hire a licensed irrigator for the work covered in Item No. 115. However, in this event, the contractor must
contact Ron Lee with the Town of Addison to inspect and approve the repaired irrigation system before it is covered over with soil." END OF ADDENDUM The undersigned bidder hereby certifies
that the Addendum No.1 has been incorporated in the contract and if accepted becomes part ofthe contract. By: _ Date: _ Addendwn No. I Page 4 of 4 02-38 Fire Station 1 Drainage Improvements
!i." TOWN OF ADDISON CONSTRUCTION SPECIFICATIONS AND CONTRACT DOCUMENTS ADDISON FIRE STATION NO.1 DRAINAGE IMPROVEMENTS Prepared By GBW Engineers, Inc. 1919 S. Shiloh Road, Suite 500
Garland, Texas 75042 June, 2002
-Ii -I.I!r! TOWN OF ADDISON CONSTRUCTION SPECIFICATIONS AND CONTRACT DOCUMENTS ADDISON FIRE STATION NO.1 DRAINAGE IMPROVEMENTS Prepared By GBW Engineers, Inc. 1919 S. Shiloh Road, Suite
500 Garland, Texas 75042 June, 2002
TABLE OF CONTENTS SectionAB Advertisement for Bids Section IB Instruction to Bidders Section MP Measurement and Payment Section PF Proposal Form Section CA Contract Agreement Section
PrB Performance Bond SectionPyB Payment Bond SectionMB Maintenance Bond Section BP Contractor's Affidavit of Bills Paid Section GP General Provisions r Section SP Special Provisions
I Section T Technical Specifications Appendix Sample of Texas Sales Tax Exemption Certificate • "Standard Specifications for Public Works Construction, Third Edition, North Central Texas
Council of Governments" (Separate document not furnished). TOC-l
SECTION AB ADVERTISEMENT FOR BIDS AB-l
SECTION AB ADVERTISEMENT FOR BIDS BID NO. 02-38 1. Sealed bids addressed to the Town of Addison, Texas, for the Construction of Paving, Storm Drainage Improvements for ADDISON FIRE STATION
NO. 1 DRAINAGE, IMPROVEMENTS for the Town of Addison, Texas, hereinafter called "Town", in accordance with the plans, specifications and contract documents prepared by GBW Engineers,
Inc. (GBW), will be received at the office of Ms. Minok Suh, Purchasing Coordinator, Finance Building, 5350 Belt Line Road, Addison, Texas until 2:00 p.m. on the 31th day of July, 2002.
Bids received by the appointed time will be opened and read aloud. Any bids received after closing time will be returned unopened. 2. The contractor shall identify his bid on the outside
of the envelope by writing the words BID NO. 02-38 ADDISON FIRE STATION NO.1 DRAINAGE IMPROVEMENTS. 3. Bids shall be accompanied by a cashier's check or certified check upon a national
or state bank in an amount not less than five percent (5%) of the total maximum bid price payable without recourse to the Town of Addison, or a bid bond in the same amount from a surety
company licensed by the State of Texas to act as a Surety, or a Binder of Insurance executed by a surety company licensed by the State of Texas to act as a surety or its authorized agent
as a guarantee that the bidder will enter into a contract and execute a Performance Bond within ten (10) business days after notice of award of contract to him. 4. Plans, specifications
and bidding documents may be secured beginning at 8:00 a.m. on the 5th day of July, 2002 from Ms. Minok Suh, Purchasing Coordinator; Finance Building, 5350 Belt Line Road, Addison, Texas.
The first set will be available at no charge and any additional sets may be obtained for a non-refundable sum of $40.00 per set. 5. The right is reserved by the Mayor and the Town Council
as the interest of the Town may require to reject any or all bids and to waive any informality in bids received. 6. The Bidder (proposer) must supply all the information required by
the Proposal Form. 7. A Performance Bond, Labor and Material Payment Bond, and Maintenance Bond will be required by the Owner; each Bond shall be in the amount of 100% of the total contract
amount. Bonds shall be issued by a surety company licensed by the State ofTexas to act as a Surety. The performance and payment bonds shall name the Town of Addison as obligee (or such
other entities as may be designated at the time a contract is executed). 8. For information on bidding or to secure bid documents, call Ms. Minok Suh, (972) 4507091. For information
on the work to be performed, call Jim Pierce, P.E., Assistant Director of Public Works, (972) 450-2871 or Bruce R. Grantham, P.E. GBW Engineers, Inc., (972) 840-1916. 9. This project
consists ofproviding Stonn Drainage improvements as shown on the plans and in accordance with these specifications. 10. A prebid conference shall be held at 10:00 a.m. on the 23rd day
ofJuly, 2002 at the Addison Service Center, 16801 Westgrove Drive, Addison, Texas. AB-2
II \I", ii ' II riI' \III SECTIONIB INSTRUCTION TO BIDDERS IB-l
rI iI. I SECTIONIB INSTRUCTIONS TO BIDDERS A. PROJECT: ADDISON FIRE STATION NO.1 DRAINAGE IMPROVEMENTS, in the Town of Addison. The bids will be evaluated as stated in Section "0" ofthe
instructions to Bidders. B. PROJECT DESCRIPTION: This project consists of Stonn Drainage improvements as shown on the plans and in accordance with these specifications. C. PROPOSALS:
Proposals must be in accordance with these instructions in order to receive consideration. D. DOCUMENTS: Documents include the Bidding Requirements, including the Advertisement for Bids,
these Instructions to Bidders, Proposal Fonns, Contract Agreement, General Provisions, Special Provisions, Technical Specifications, Drawings, and Addenda which may be issued by the
Consultant during the bidding period. Bidding Documents may be viewed and/or obtained under the tenns and conditions set forth in the Advertisement for Bids, Section AB of this Project
Manual. E. EXAMINATION OF DOCUMENTS AND SITE: Bidders shall carefully examine the Bidding Documents Documents and the construction site to obtain first-hand knowledge ofthe scope and
the conditions of the Work. Each Contractor, Subcontractor and Sub-subcontractor, by submitting a proposal to perfonn any portion of the Work, represents and warrants that he has examined
the Drawings, Specifications (project Manual) and the site of the Work, and from his own investigation has satisfied himself as to the scope, accessibility, nature and location of the
Work; the character of the equipment and other facilities needed for the perfonnance of the Work; the character and extent of other work to be perfonned; the local conditions; labor
availability, practices and jurisdictions and other circumstances that may affect the perfonnance of the Work. No additional compensation will be allowed by the Owner for the failure
of such Contractor, Subcontractor or Sub-subcontractor to infonn himself as to conditions affecting the Work. F. INTERPRETATION OF DOCUMENTS: If any person contemplating submitting a
bid for the proposed Contract is in doubt as to the meaning of any part of the Drawings, Specifications (project Manual) or other proposed Contract Documents, he may submit to the Consultant,
not later than seven (7) calendar days prior to the date set for opening bids, a written request for an interpretation or clarification. Bidders should act promptly and allow sufficient
time for a reply to reach them before preparing their bids. Any interpretation or clarification will be in the fonn of an Addendum duly issued. No alleged verbal interpretation or ruling
will be held binding upon the Owner. G. SUBSTITUTIONS: Conditions governing the submission of substitutions for specific materials, products, equipment and processes are in the Special
Provisions. Requests for substitutions must be received by the Consultant seven (7) calendar days prior to the established bid date. H. ADDENDA: Interpretations, clarifications, additions,
deletions and modifications to the Documents during the bidding period will be issued in the fonn of Addenda and a copy of such Addenda will be mailed, faxed or delivered to each person
who has been issued a set of the Bidding Documents. Addenda will be a part of the Bidding Documents and the Contract IB-2
( . iII Documents, and receipt of them shall be acknowledged in the Bid Form. All such interpretations and supplemental instructions will be in the form of written addenda to the contract
documents which, if issued, will be sent by registered mail, fax, or hand delivered to all prospective bidders (at the respective addresses furnished for such purposes) not later than
three (3) calendar days prior to the date fixed for the opening of bids. If any bidder fails to acknowledge the receipt of such addenda in the space provided in the bid form, his bid
will, nevertheless be construed as though the receipt of such addenda had been acknowledged. I. COMPLETION TIME: The completion time of the project will be set through the bidding technique
used in the Proposal Form. A more detailed explanation of the bidding technique is given in the Special Provisions. J. PREPARATION OF BIDS: Prices quoted shall include all items of cost,
expense, taxes, fees and charges incurred by, or arising out of, the performance of the work to be performed under the Contract. Bids shall be submitted in duplicate and shall be signed
in ink. Any bid on other than the required form will be considered informal and may be rejected. Erasures or other changes in a bid must be explained or noted over the initials of the
bidder. Bids containing any conditions, omissions, unexplained erasures and alterations, or irregularities of any kind may be rejected as informal. The prices should be expressed in
words and figures or they may be deemed informal and may be rejected. In case of discrepancy between the prices written in the bid and those given in the figures, the price in writing
will be considered as the bid. In the case of a discrepancy between a unit price and its extension, the unit price will govern. Failure to submit all requested information will make
a bid irregular and subject to rejection. Bids shall be signed with name typed or printed below signature, and, if a partnership, give full name of all partners. Where bidder is a corporation,
bids must be signed with the legal name of the corporation followed by the name of the state of incorporation and the legal signature of an officer authorized to bind the corporation
to a contract. NOTE: A COMPUTER GENERATED PROPOSAL FORM MAY BE USED IN LIEU OF THE ENCLOSED FORMS. THE FORM SHALL BE 8 1/2" X 11" IN SIZE, AND WILL BE ATTACHED TO THE PROPOSAL IN THE
PROPER SECTION, AND WILL BE MADE PART OF THE PROPOSAL AND CONTRACT DOCUMENTS. NOTE: SPREADSHEET OPTION IS FOR THE CONVENlENCE OF THE BIDDER, NO WORDING IN THE SPREADSHEET SHALL MODIFY
OR AMEND THE WORDING IN THE BID PROPOSAL OR PLANS. THE UNIT PRICE ON THE FORM SHALL BE THE PRICE OF THE ITEM, AND ERRORS THAT MAY BE PRESENT IN THE PRINTOUT WILL NOT BE RECOGNIZED AS
AN OPPORTUNITY TO REVISE THE PROPOSAL. THE SUMMARY SHEET INCLUDED IN THIS BID DOCUMENT SHALL BE UTILIZED FOR SUMMARIZING THE BID. THE SPREAD SHEET SHALL PRESENT EACH ITEM IN THE ORDER
AND NUMBER AS SHOWN IN THE CITY'S PROPOSAL AND BID SCHEDULE FOR THIS PROJECT. THE SPREAD SHEET SHALL BE IN A A COLUMN FORMAT WITH THE FOLLOWING COLUMNS: ffi-3
III1. ITEM NUMBER 2. DESCRIPTION & UNIT PRICE IN WORDS 3. UNIT OF MEASURE 4. UNIT PRICE 2. ESTIMATED QUANTITY 3. AMOUNT BID K. SUBMITTAL OF BIDS: Sealed proposals will be received at
the time, date and place stated in the Advertisement for Bids. Proposals shall be made on unaltered Proposal Forms furnished by the Consultant. Submit proposal in an opaque, sealed envelope
addressed to the Owner and plainly mark on the outside of the envelope the project name, and the name and address ofthe bidder. The envelopes shall be marked with the following project
names: ADDISON FIRE STATION NO.1 DRAINAGE IMPROVEMENTS The Bid Bond must be completed and signed by each bidder and submitted with the bid. A separate bid must be submitted for each
discipline that a contractor wishes to be awarded. Submit Bids by mail or in person prior to the time for receiving bids set forth in the Advertisement for Bids issued by the Town. L.
MODIFICATION AND WITHDRAWAL OF BIDS: Prior to the time set for bid opening, bids may be withdrawn or modified. Bids may be modified only on the official bid form and must be signed by
a person legally empowered to bind the bidder. No bidder shall modify, withdraw or cancel his bid or any part thereof for sixty (60) calendar days after the time agreed upon for the
receipt ofbids. M. DISQUALIFICATION: The Owner reserves the right to disqualify proposals, before or after the opening, upon evidence of collusion with intent to defraud or other illegal
practices relating to this proposal upon the part ofthe bidder. N. SUBMISSION OF POST-BID INFORMATION: Upon notification of acceptance, the selected bidder shall, within five (5) calendar
days, submit the following: . 1. A designation of the portions of the Work proposed to be performed by the bidder with his own force. 2. A list of names of the subcontractors or other
persons or organizations, including those who are to furnish materials and equipment fabricated to a special design proposed for such portions of the Work as may be designated in the
Bidding Documents or as may be requested by the Consultant. The bidder will be required to establish to the satisfaction of the Owner and the Consultant the reliability and responsibility
ofthe proposed Subcontractors and suppliers to furnish and perform the Work. O. AWARD: The Owner reserves the right to accept any or to reject any bids without compensation to bidders
and to waive irregularities and informalities. The Consultant, in making his recommendation, will consider the following elements: IB-4
1. Whether the bidder is a contractor with experience in the type of work involved. 2. Whether the bidder has adequate plant, equipment and personnel to perform the work properly and
expeditiously. 3. Whether the bidder has a suitable financial status and reputation for meeting obligations incident to work ofthe kind specified. Alternate items mayor may not be awarded.
Addition or deletion of other items or schedules' will be governed by NCTCOG, Item 1.37 "Change or Modification of Contract". P. EXECUTION OF THE CONTRACT: The successful bidder will
be required to enter into a contract with the Owner within ten (10) days of notice by the Owner that his bid has been accepted. Failure to enter into a contract within the established
time limit shall be considered grounds for forfeiture ofthe bid bond. Q. CONSTRUCTION SCHEDULE: It is the Owner's desire to have the project completed and operational in as short a time
as possible. The number of calendar days for completion of the project will begin with the date specified in the Notice to Proceed. The Notice to Proceed will be issued in a manner to
facilitate a smooth construction of the project. The Contractor shall begin construction within five (5) calendar days of the issuance of the Notice to Proceed. R. FORM OF CONTRACT:
The contract for the construction of the project will be drawn up by the Owner. A sample form of agreement is included in the Contract Agreement Section. S. BONDS: A Performance Bond,
a Labor and Material Payment Bond and a Maintenance Bond will be required by the Owner. The performance and payment bonds shall name the Town of Addison, and others as directed by the
Town, as joint obligees. Sample forms have been included in the Performance Bond, Payment Bond and Maintenance Bond sections. (Contractor shall confirm the legal names of obligees prior
to execution ofBonds.) T. BID SECURITY: Bids shall be accompanied by a cashier's check or certified check upon a national or state bank in an amount not less than five percent (5%) of
the total maximum bid price payable without recourse to the Town of Addison, or a bid bond in the same amount from a surety company licensed to do business in the State of Texas as a
guarantee that the bidder will enter into a contract and execute a Performance Bond and Payment Bond within ten (10) calendar days after notice of award of contract to him. Such checks
or bid bonds will be returned to all except the three lowest bidders within three (3) days after the opening of bids, and the remaining checks or bid bonds will be returned promptly
after the Owner has made an award of contract, or, if no award has been made within thirty (30) calendar days after the date of the opening of bids, upon demand of the bidder at any
time thereafter, so long as he has not been notified of the acceptance ofhis bid. U. RESOLUTIONS: If the bidder is a corporation, a copy of the resolution empowering the person submitting
the bid to bind the bidder must be included with the bid. v. CONSTRUCTION STAKING: Construction staking and re-staking will not be provided by the Owner. Benchmarks and Horizontal Control
are shown on the plans. There is no separate bid item for staking, therefore, the contractor must include value for staking in the various bid items as subsidiary to the contract. Any
staking or re-staking that is required shall be the responsibility of the Contractor and shall be at no cost to the Owner. w. FINAL PAYMENT: The general provisions for Final Payment
shall be as stated in Item 1.51.4 of the North Central Texas Standard Specifications for Public Works Construction ffi-5
,I (3rd Edition) including all Amendments and Additions. Prior to final payment the Contractor shall provide the Owner with the following items: 1. A Contractor's Affidavit ofBills Paid
in accordance with Section BP. 2. A Consent of Surety Company to Final Payment. 3. A complete set of record plans which indicate all construction variations from the original construction
documents in accordance with Item 5 ofthe Special Provisions. 4. A two (2) year Maintenance Bond in accordance with Section MB. x. PREVAILING WAGE RATES: Wage rates paid on this project
shall not be less than specified in the schedule of general prevailing rates of per diem wages as attached in the Special Provisions. ffi-6
lrl· SECTION MP MEASUREMENT AND PAYMENT
I.il I 1. 2. 3. 4. 5. MEASUREMENT AND PAYMENT SCOPE: This section covers methods of measurement and payment for items of Work under this Contract. GENERAL: The total Contract Price shall
cover all Work required by the Contract Documents. All costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment, supplies,
and appurtenances; providing all construction plant, equipment, and tools; and performing all necessary labor and supervision to fully complete the Work, shall be included in the unit
and lump sum prices bid. All Work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith
shall be included in the prices bid. ESTIMATED QUANTITIES: All estimated quantities stipulated in the Bid Form or other Contract Documents are approximate and are to be used only (a)
as a basis for estimating the probable cost of the Work and (b) for the purpose of comparing the bids submitted for the Work. The actual amounts ofwork done and materials furnished under
unit price items may differ from the estimated quantities. The basis of payment for work and materials will be the actual amount of work done and materials furnished. Contractor agrees
that it will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of work actually performed and materials actually furnished
and the estimated amounts. CLEARING AND GRUBBING: Clearing and grUbbing ofdesignated construction areas shall include all trees, brush, etc., in accordance with N.C.T.C.O.G. Item 3,2.;
however, the Contractor shall obtain prior approval from City inspection staff prior to any tree removal. The Contractor may be required to adjust the alignment of residential services
to avoid a conflict with trees. All clearing and grubbing shall be considered subsidiary to other bid items. EXCAVATION AND TRENCHING: Except where otherwise specified, the unit or lump
sum price bid for each item of Work which involves !. excavation, trenching or backfill shall include all costs for such Work, including transportation and disposal of excavated material
that will not be used as backfill. No direct payment shall be made for excavation, trenching, or backfill of existing material, including rock. All excavation and trenching shall be
unclassified as to materials which may be encountered; in addition, trenches shall be unclassified as to depth. 5.01 Junction Box and Inlet Excavation: All excavation work required for
junction boxes or inlets, not otherwise paid for as trenching, shall be considered to be a subsidiary obligation of Contractor and the cost of such excavation shall be included in the
prices bid for the manholes or structures. 5.02 Clean-up and restoration, Reseeding and Resodding No separate payment shall be made in connection with clean-up and restoration, as specified
or required. All costs in connection with clean-up and restoration shall be included in the cost of other pay items. MP-I
5.02A Limits of Resodding: The Contractor shall be required to resod the areas disturbed during construction. Payment shall be made for resodding the areas shown on the plans. Any other
areas disturbed during construction, shall be resodded at the Contractor's expense. 6. STORM SEWERS The storm sewer will be measured for payment on a horizontal plane after installation,
through all line bends to the new inlet face. The unit price bid for pipe of each designated kind and size shall coverall installation and shall include all trenching and backfill, pipe,
fittings, jointing materials, pipe laying, pipe embedment, including furnishing embedment materials, acceptance testing and all other appurtenant work necessary to furnish and install
the sewer. 7. REMOVE/REPLACE EXISTING CONCRETE CHANNEL OR FLUME: Payment for removal and replacement of concrete pavement and curb shall be based on the unit price bid to cover cutting,
removal, and disposal of old pavement and curb, new concrete pavement and curb, and all incidentals required to restore concrete pavement and curb to original or better than original
conditions, and all extra compaction effort required for backfill beneath pavement. The contractor shall take whatever measures are necessary to avoid damaging the surface of the existing
building foundation when the flume curb is removed. A smooth finish must be provided on the portion of the foundation which will be exposed once the curb is removed. Payment for the
6-inch reinforced concrete flume shall be measured as shown on the plans and shall include the Neenah grate (Type A, 15x36, R-4575-A or approved equal), the patio curb (for flume 'A')
and all incidentals. 8. SIDEWALK AND DRIVEWAY REPLACEMENT: Sidewalk and driveway replacement shall be paid for based on the unit price bid to cover removal and disposal of old sidewalk
and driveway, construction of new sidewalk and driveway, and all other incidentals necessary to restore sidewalk and/or driveway to original or better than original conditions. 9. VIDEO
TAPE OF OF WORK SITE: The Contractor shall be required to video tape the entire project work site prior to beginning construction. A copy of the video tape shall be furnished to the
City prior to the first pay request. (No separate pay item). 10. TREE PROTECTION AND TRIMMING The Contractor may elect to trim trees and shrubs in accordance with the requirements of
Technical Specification 02231, if it is deemednecessary to do so in order to facilitate the construction. Trimming shall be limited to those trees and shrubs that fall within the construction work zone designated on the plans, unless
prior approval is obtained from Town of Addison staff. MP-2
SECTIONPF PROPOSAL FORM PF-I
j \' I SECTIONPF PROPOSAL FORM ______,20_ TO: The Honorable Mayor and Town Council Town ofAddison, Texas Gentlemen: The undersigned bidder, having examined the plans, specifications
and contract documents, and the location of the proposed work, and being fully advised as to the extent and character of the work, proposes to furnish all equipment and to perform labor
and work necessary for completion of the work described by and in accordance with the Plans, Specifications and Contract for the following prices, to wit: Signed By: _ ACKNOWLEDGEMENT
OF ADDENDA: The Bidder acknowledges receipt of the following addenda: Addendum No.1 Dated: _ Addendum No.2 Dated: _ Addendum No.3 Dated:----------Addendum No.4 Dated: _ Addendum No.5
Dated: _ Addendum No.6 Dated:---------PF-2
j" PROPOSAL FORM Place _ Date _ Proposalof _ a Corporation organized and existing under the laws ofthe State of _ OR Proposalof _ a partnership consisting of _ and _ OR Proposalof _
an individual trading as _ OR Proposalof _ a Joint Venture consisting of. _ and _ TO: Town of Addison, Texas Sealed bids addressed to the Town of Addison, Texas, for the Construction
of Paving, Storm Water, Water, Signalization and Streetscape Improvements for ADDISON FIRE STATION NO.1 DRAINAGE IMPROVEMENTS for the Town of Addison, Texas, hereinafter called "Town",
in accordance with the plans, specifications and contract documents prepared by GBW Engineers, Inc., will be received at the office of Ms. Minok Suh, Purchasing Coordinator, Finance
Building, 5350 Belt Line Road, Addison, Texas until 2:00 p.m. on the 31st day of July, 2002. Bids received by the appointed time will be opened and read aloud. Any bids received after
stated time will be returned unopened. The undersigned Bidder, having visited the site of the work, having having examined the Plans, Specifications, and other Contract Documents, including
all Addenda, and being familiar with all of the conditions relating to the proposed project, hereby proposes to furnish all material, supplies, equipment, and appliances specified for
the project and to furnish all labor, tools, equipment and incidentals to complete the work in accordance with the Specifications, and other Contract Documents at and for the unit prices
proposed herein: PF-3
I.i' l The undersigned Bidder agrees that this bid may not be withdrawn for a period of sixty (60) days after the opening of the bids. In submitting this bid, it is understood by the
undersigned Bidder that the right is reserved by the' Town ofAddison to reject any and all bids. Name of Bidder By: _ (Signature) (print Name and Title) Witness: _ (Signature) (Office
Address ofBidder) Bidder's Tax J.D. No. or Employer No. SEAL (IfBidder is a Corporation) NOTES: Sign in ink. Do not detach. PF-4
ADDISON FIRE STATION NO.1 DRAINAGE IMPROVEMENTS Complete in Place, for the Sum of _______________Dollars and ________________Cents per lump sum 􀀢􀁑􀁾􀁾􀁾􀁾􀁾􀁉􀁾􀁾􀁾􀀡􀀻􀁾􀀺􀀻􀁊􀀻􀀻􀁩􀀬􀀧
Complete in Place, for the Sum of _______________Dollars and ________________Cents per cubic yard I.iI' I Complete in Place, for the Sum of _______________Dollars and ________________Cents
per linear foot Complete in Place, for the Sum of _______________Dollars and ________________Cents Complete in Place, for the Sum of _______________Dollars and ________________Cents
per square yard Complete in Place, for the Sum of _______________Dollars and ________________Cents per linear foot
\ii· I ADDISON FIRE STATION NO.1 DRAINAGE IMPROVEMENTS Complete in Place, for the Sum of ______________Dollars and _______________Cents per square yard Complete in Place, for the Sum
of ______________Dollars and _______________Cents per linear foot Complete in Place, for the Sum of ______________Dollars and _______________Cents per linear foot Complete in Place,
for the Sum of ______________Dollars and _______________Cents per each Complete in Place, for the Sum of ______________Dollars and _______________Cents per each Complete in Place, for
the Sum of ______________Dollars and _______________Cents per linear foot
ADDISON FIRE STATION NO.1 DRAINAGE IMPROVEMENTS Complete in Place, for the Sum of ______________Dollars and _______________Cents III Complete in Place, for the Sum of ______________Dollars
and _______________Cents per each Complete in Place, for the Sum of ______________Dollars and _______________Cents per lump sum Complete in Place, for the Sum of ________--,--Dollars
and _______________Cents per linear foot Complete in Place, for the Sum of _,....--Dollars and _______________Cents per lump sum Complete in Place, for the Sum of ______________Dollars
and _______________Cents per lump sum
II· ! -!I· IiI• I ADDISON FIRE STATION NO.1 DRAINAGE IMPROVEMENTS Complete in Place, for the Sum of _____________Dollars and ______________Cents per each
ADDISON FIRE STATION NO.1 DRAINAGE IMPROVEMENTS BID SCHEDULE SUMMARY TOTAL BID: (Total of Items 101 through 119) $-------------I . WRITTEN IN WORDS: _ NOTES:1. All items labor, materials,
equipment, facilities, incidentals, and work required for construction of the project are to be provided and installed by the Contractor as part of the project and payment for the cost
of such shall be included in the price bid for construction of the project. 2. Prices must be shown in words and figures for each item listed in this proposal. In the event of discrepancy,
the words shall control. 3. It is understood that the Bid Security shall be collected and retained by the Owner as liquidated damages in the event a contract is made by the Owner based
on this proposal within ninety (90) calendar days after receiving bids and the undersigned fails to execute the contract and required bonds within ten (10) days from the date the Contractor
is notified and has received the conformed documents. After this period, if the contract has been executed and the required bonds have been submitted, the said Bid Security shall be
returned to the undersigned upon demand. 4. The contract time for this project is 60 (sixty) working days.
II SECTIONCA CONTRACT AGREEMENT STATE OF TEXAS COUNTY OF DALLAS THIS AGREEMENT is made and entered into this __ day of -' 20_, by and between the Town ofAddison, ofthe County of Dallas
and State of Texas, acting through its Mayor or City Manager, thereunto duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and , of the City of , County
of _ State of , Party of the Second Part, hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payment and agreement hereinafter mentioned, to be made and
performed by the OWNER, the said CONTRACTOR hereby agrees with the said OWNER to commence and complete construction of certain improvements as follows: Addison Fire Station No.1 Drainage
Improvements and all extra work in connection therewith, under the terms as stated in the General and Specific Provisions of the AGREEMENT; and at his own proper cost and expense to
furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and and other accessories and services necessary to complete the said construction,
in accordance with the conditions and prices stated in the Proposal attached hereto and in accordance with the Advertisement for Bids. Instructions to Bidders, General Provisions. Special
Provisions. Plans, and other drawings and printed or written explanatory matter thereof, and the Technical Specifications and Addenda thereto, as prepared by the OWNER, each of which
has been identified by the endorsement of the CONTRACTOR and the OWNER thereon, together with the CONTRACTOR's written Proposal and the General Provisions, all of which are made a part
hereof and collectively evidence and constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to commence work within ten (10) calendar days after the date of written notice shall
have been given to him, and to complete all work within the number of days submitted in the proposal form after he commences work, subject to such extensions oftime as are provided by
the General Provisions. The OWNER agrees to pay the CONTRACTOR $ in current funds for the performance of the Contract in accordance with the Proposal submitted thereof, subject to additions
and deductions, as provided in the General Provisions, and to make payments of account thereof as provided therein. CA-2
IN WITNESS THEREOF, the parties ofthese presents have executed this AGREEMENT in the year and day first above written. TOWN OF ADDISON (OWNER) BY:._---------ATTEST: ATTEST: City Secretary
Party ofthe Second Part (CONTRACTOR) By: _ The following to be executed ifthe CONTRACTOR is a corporation: I, , certify that I am the secretary of the corporation named as CONTRACTOR
herein; that , who signed this Contract on behalf of the CONTRACTOR is the of said corporation; that said Addison Fire Station No. 1 Drainage Improvements Contract was duly signed for
and in behalf of said corporation by authority of its governing body, and is within the scope ofits corporate powers. Signed: _ Corporate Seal CA-3
SECTIONPrB PERFORMANCE BOND PrB-l
i . STATE OF TEXAS COUNTY OF DALLAS SECTIONPrB PERFORMANCE BOND Date Bond Executed: _ rI\ ' , . iIl PRINCIPAL: _ SURETY: _ PENAL SUM OF BOND (express in words and figures): _ DATE OF
CONTRACT: _ KNOW ALL MEN BY THESE PRESENTS, that we, the PRINCIPAL and SURETY above named, are held firmly bound unto The Town ofAddison, Texas, hereinafter called the OWNER, in the
penal sum ofthe amount stated above, for the payment ofwhich sum and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally,
firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas the PRINCIPAL entered into a certain Contract with the OWNER, numbered and dated -as shown above and
attached hereto; NOW THEREFORE, if the PRINCIPAL shall well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of said Contract during the
original term of said Contract and any extension thereof that may be granted by the OWNER, with or without notice to the SURETY, and during the life of any guaranty required under the
Contract, and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of any and all duly authorized modifications of said Contract
that may hereafter be made, notice of which modifications of said SURETY being hereby waived, then this obligation to be void, otherwise in full force and effect. PrB-2
r.. ! . IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals on the date indicated above, the name and corporate seal of each corporate
party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority ofits governing body. SEAL CONTRACTOR By: _ Address:-----------WITNESS-----SEAL
ATTEST:----------Title:----------SURETY By: _ Address: (Surety to Attach Power of Attorney) CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certify that I am the secretary of the corporation
named as PRINCIPAL in the within bond that , who signed the said bond on behalfofthe PRINCIPAL, is the said corporation; that I know his signature, and his signature thereto is genuine;
and that said bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing body. (Corporate Seal) PrB-3
SECTIONPyB PAYMENT BOND PyB-l
STATE OF TEXAS . COUNTY OF DALLAS SECTIONPyB PAYMENT BOND Date Bond Executed:----------PRINCIPAL: _ SURETY: _ PENAL SUM OF BOND (express in words and figures): _ DATE OF CONTRACT: _
KNOW ALL MEN BY THESE PRESENTS, that we, the PRINCIPAL and SURETY above named, are held finnly bound unto The Town of Addison, Texas, hereinafter called the OWNER, in the penal sum ofthe
amount stated above, for the payment of which sum and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these
presents. THE CONDITIONS OF TillS OBLIGATION ARE SUCH that, whereas the PRINCIPAL entered into a certain Contract with the OWNER, numbered and dated as shown above and attached hereto;
NOW THEREFORE, if the PRINCIPAL shall promptly make payment to all persons supplying labor and materials in the prosecution of the work provided for in said Contract, and any and all
duly authorized modifications of said Contract that may hereafter be made, notice of which modifications to the SURETY being hereby waived, then this obligation to be void, otherwise
to remain in full force and effect. PyB-2
IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals on the date indicated above, the name and corporate seal of each corporate party
being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority ofits governing body. SEAL CONTRACTOR By: _ Address: WITNESS _ SEAL ATTEST:
_ Title:----------SURETY By: _ Address: (Surety to Attach Power ofAttorney) CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certify that I am the secretary of the corporation named as PRINCIPAL
in the within bond that , who signed the said bond on behalf ofthe PRINCIPAL, is the said corporation; that I know his signature, and his signature thereto is genuine; and that said
bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing body. (Corporate Seal) PyB-3
SECTIONMB MAINTENANCE BOND MB-l
II (iI II( i( SECTIONMB MAINTENANCE BOND STATE OF TEXAS COUNTY OF DALLAS That as principal and _ ______, a corporation organized under the laws of and _ ____________as sureties, said
sureties being authorized to do business in the State of Texas, do hereby expressly acknowledge themselves to be held and bound to pay unto the Town of Addison, Texas, a duly incorporated
home rule municipal corporation under the laws of the State ofTexas, the sum of ($ ) for the payment ofwhich sum will and truly to be made unto said Town of Addison and its successors,
said principal and sureties do hereby bind themselves, their assigns and successors, jointly and severally. This obligation is conditioned, however, that whereas said: has this day entered
into a written contract with the said Town of Addison to build and construct the MB-2
\ . I1r( : ' II which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written
and embodied herein. WHEREAS, under the Plans, Specifications and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted to be done
and performed for a period of two (2) years from the date of acceptance, and to do all necessary backfilling that may arise on account of sunken conditions in ditches, or otherwise,
and to do and perform all necessary work and repair any defective condition growing out of or arising from the improper joining of the same, or on account of any breaking of the same
caused by the said Contractor in laying or building the same, or on account of any defect arising in any of said part of said work laid or constructed by the said Contractor, or on account
of improper excavation or backfilling; it being understood that the purpose of this section is to cover all defective conditions arising by reason of defective materials, work or labor
performed by the said Contractor; and in case the said Contractor shall fail to do, it is agreed that the City may do said work and supply such materials, and charge the same against
the said Contractor and sureties on this obligation. and the said Contractor and sureties hereon shall be subject to the liquidated damages mentioned in said contract for each day's
failure on its part to comply with the terms of the said provisions of said contract; planting materials (trees, shrubs, ground cover, grasses and perennials) and the completed irrigation
system will be warranted for one (1) year from the time of final completion and acceptance by the Town ofAddison. NOW THEREFORE, if the said Contractor shall keep and perform its said
agreement to maintain said work and keep the same in repair for the said maintenance period oftwo (2) years, as provided, then these presents shall be null and void and have no further
effect; but if default shall be made by the said Contractor in the performance of its contract to so maintain and repair said work, then these presents shall have full force and effect,
and said Town of Addison shall have and recover from the Contractor and its sureties damages in the premises, as provided, and it is further understood and agreed that this obligation
shall be a continuing one against the principal and sureties hereon and that successive recoveries may be had hereon for successive breaches until the full amount shall have been exhausted;
and it is further understood that the obligation herein to maintain said work shall continue throughout said maintenance period, and the same shall not be changed, diminished, or in
any manner affected from any cause during said time. MB-3
IN WITNESS WHEREOF, the said has caused these presents to be executed by and the said has hereunto set his hand this the__day of , 20_ I,.' i. II I SURETY By: _ Attorney in Fact By:
-----,....-------;-_ Surety Agency and Address PRINCIPAL By: _ ATTEST Secretary NOTE:Date ofMaintenance Bond must not be prior to date of Contract. MB-4
I\I,Ii. SECTIONBP CONTRACTOR'S AFFIDAVIT OF BILLS PAID BP-l
(i . ((i I(I. IlII SECTIONBP CONTRACTOR'S AFFIDAVIT OF BILLS PAID STATE OF TEXAS COUNTY OF DALLAS Personally, before me the undersigned authority, on this day appeared who, being duly
sworn, on oath, says that he is a legal representative of _ (full name of Contractor as in contract) and that the contract for the construction of the project, designated as (project
No.) has been satisfactorily completed and that all bills for materials, apparatus, fixtures, machinery and labor used in connection with the construction of this project have, to the
best of my knowledge and belief, been fully paid. Signature Title Sworn to and subscribed before me this _ day of , 20_ Notary Public in and for ______County, Texas BP-2
III (I I.,I Iii Instructions: If the contractor is an individual, he shall sign the affidavit. If the contractor is a partnership, any partner may sign the affidavit. If the contractor
is a corporation, a person authorized by the by-laws or by the Board of Directors shall sign the affidavit. If the Contractor is a joint-venture of individuals, any of the individuals
may sign the affidavit. If the Contractor is a joint-venture' of partnerships, or of individuals and partnerships, the affidavit may be signed by the individual or any partner of any
partnership. If the contractor is a joint-venture in which a corporation is a party, separate affidavits must be executed in the name of the joint-venture: one by each corporation and
one by each individual or partnership. Signatures for corporations should be by a duly authorized officer. If signature is by another, a showing of authority to sign must accompany the
affidavit. BP-3
I! r· II.II l. . SECTIONGP GENERAL PROVISIONS GP-l
! • [ , I GENERAL PROVISIONS 1. The General Provisions of the Contract shall be as stated in the Standard Specifications forPublic Work Construction, North Central Texas Council of Governments
(3r Edition, 1998), under Part I, "General Provisions", Items 1.0 through 1.63 inclusive, as amended or supplemented and except as modified by the Special Provisions. 2. The Town of
Addison will require the contractor to obtain "Umbrella" Liability Insurance, as described in 1.26.3 of the Standard Specifications for Public Work Construction, North Central Texas
Council of Governments (3rd Edition, 1998), under Part I, "General Provisions". GP-2
SECTION SP SPECIAL PROVISIONS SP-l
I . 1. SECTIONSP SPECIAL PROVISIONS OWNER The Town of Addison, herein referred to as Owner, party of the First Part of these Contract Documents, or as may be otherwise established through
assignment of the contract. rII 2. ENGINEER GBW Engineers, Inc., Engineer of the Owner, or other representative as may be authorized by said Owner to act in any particular position.
3. FORMS, PLANS AND SPECIFICATIONS Forms of Proposal, Contract, Bonds and Plans may be obtained from the office of Ms. Minok Suh, Purchasing Coordinator, Finance Building, 5350 Belt
Line Road, Addison, Texas, (972) 450-7091. 4. COPIES OF PLANS FURNISHED Three (3) sets of Plans shall be furnished to the Contractor, at no charge, for construction purposes. Additional
copies may be obtained at cost ofreproduction upon request. 5. PRODUCT RECORD DOCUMENTS Maintenance of Documents. The Contractor shall maintain at the job site one record copy of the
Contract Drawings, Specifications, Shop Drawings, Change Orders, other modification to the Contract, field test records and other documents submitted by Contractor in compliance with
specification requirements. These documents shall be maintained at the job site apart from documents used for construction. These documents are not to be used for construction purposes.
The documents shall be maintained in clean, legible condition. The documents shall be made available at all times for inspection by the Owner. Recording. Each document shall be labeled
Project Record Copy in 2-inch high printed letters. The record documents shall be kept current. No work shall be covered until required information has been recorded. Contract Drawings.
The appropriate drawing shall be legibly marked to record, where applicable: a. Horizontal and vertical location of underground utilities and appurtenances referenced to permanent surface
improvements. SP-2
rI' IIII b. Field changes ofdimension and detail made during construction process. c. Changes made by Change Order or Supplemental Agreement. d. Details not on original Contract Drawings.
e. Manufacturer, trade name, catalog number and supplier of each product and item of equipment actually installed. f. Changes made by Change Order or Supplemental Agreement. g. Other
matters not originally specified. Shop Drawing. The Contractor shall maintain the Shop Drawings as record drawings and legibly annotate shop drawings to record changes made after review.
A red felt-tip marking pen shall be used for all recording. Submittal. At the completion of the project, the Contractor shall deliver record drawings to the Owner. The transmittal letter
shall be accompanied, in duplicate, with: a. Date, project title and number. b. Contractor's name and address. c. Title and number of each record document. d. Certification that each
document as submitted is complete and accurate. e. Signature of Contractor or his authorized representative. 6. HORIZONTAL AND VERTICAL SURVEY CONTROL The Contractor will be responsible
for horizontal and vertical survey control for this project. Benchmarks and alignment centerline coordinates are provided on the plans. 7. PERMITS. LICENSES. AND REGULATIONS Permits
and licenses of a temporary nature necessary for the prosecution of the Work shall be secured and paid for by the Contractor. Permits, licenses and easements for permanent structures
or permanent changes in existing facilities shall be secured and paid for by the Owner, unless otherwise specified. If the Contractor observes that the Drawings and Specifications are
at variance therewith, he shall promptly notify the Engineer in writing, and any necessary changes shall be adjusted as provided in the Contract for changes in Work. The Contractor shall
comply with all federal, state and local laws, rules and regulations of every kind and nature applicable to the performance of its Work hereunder, and shall hold the Owner harmless therefrom.
8. REFERENCE SPECIFICATIONS Where reference is made to specifications compiled by others, such are hereby made a part of these Specifications. SP-3
! 9. REVIEW OFWORK The Owner and his representatives shall have the right to review the Work while such Work is in progress to ascertain that the Work is being accomplished in compliance
with the standards and requirements set forth in the Contract Documents. It is also contemplated that similar review will be conducted by governmental inspectors. Notwithstanding such
review, the Contractor will be held responsible for the finished Work, and any acceptance of the' Work by the Owner or governmental agencies will not relieve the Contractor from responsibility
for the Work. The Owner reserves the right to place full-time construction inspectors at the site ofthe Work. The Owner and his representatives shall at all times have access to the
Work whenever it is in preparation or progress, and the Contractor shall provide proper facilities for such access, and for review. If the Specifications, the Owner's instructions, laws,
ordinances, or any public authority require any Work to be specially tested, the Contractor shall give the Owner timely notice of its readiness for testing, and if the testing is by
an authority other than the Owner, of the date fixed for such testing. Tests by the Owner shall be made promptly, and where practicable at the source ofsupply. Re-examination of any
Work may be ordered by the Owner, and, if so ordered, the Work must be uncovered by the Contractor. The cost of this will be the Contractor's expense and shall not be paid for by the
Town of Addison. 10. INSPECTION Notwithstanding the foregoing, the Town of Addison reserves the right to inspect, test, measure or verify the construction work for this project as the
Town deems necessary. 11. SCOPE OF WORK The Work for this Project consists of furnishing all materials, labor, equipment, tools and incidentals necessary to construct, in accordance
with the Plans and Specifications, the proposed improvements for Addison Fire Station No. 1 Drainage Improvements. 12. PROPERTY LINES AND MONUMENTS All property comers, control monumentations,
construction and survey stakes and marks shall be carefully preserved by the Contractor, and in case of careless destruction or removal by Contractor or his employees, such stakes or
marks shall be replaced at the Contractor's expense as required by the Owner. 13. DISCREPANCIES If the Contractor, in the course of the Work, finds any discrepancy between the Contract
Documents and the physical conditions of the locality, or any errors or omissions in drawings or in the layout as given by survey points and instructions, or if it appears that any Plan,
Specification or other Contract Document is or may be not in compliance with any building code or other requirement of any governmental body, he shall immediately inform the Owner in
writing, and the Owner shall promptly verify the same. Any Work done after such discovery, until authorized, will be done at the Contractor's risk. SP-4
r!Ij. ! 14. TIME ALLOTTED FOR COMPLETION All items of Work included under these contracts shall be completed within the time stipulated by the Bidder in the Proposal Form. The time shall
commence on the date specified in the Notice to Proceed. The Notice to Proceed shall consist of a written order by the Owner for the Contractor to proceed with construction ofthe Project.
15. EXISTING STRUCTURES The Plans show the location of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these
structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation
or extra work or for increasing the pay quantities in any manner whatsoever, unless the obstruction encountered is such as to necessitate changes in the lines or grades, or require the
building of special work, provisions for which are not made in the Plans and Proposal, in which case the provisions in these Specifications for extra work shall apply. 16. EXISTING UTILITIES
AND SERVICE LINES The Contractor shall contact all the utility companies which have facilities in the vicinity of the proposed improvements to confirm the horizontal and vertical locations
of their respective facilities prior to commencing work. Where a conflict with the proposed improvements is encountered, the Contractor shallnotify the Engineer immediately prior to proceeding with the work. The Contractor shall be responsible for the protection of all existing utilities or service lines crossed or exposed
by his construction operation. Where existing utilities or service lines are cut, broken or damaged, the Contractor shall replace the utilities or service lines with the same type of
original construction, or better, at his own cost and expense. All replacement, backfill and compaction shall be accomplished in strict accordance with the requirements of the owner
ofthe utility or service line. 17. PUBLIC UTILITIES AND OTHER PROPERTY TO BE CHANGED. In case it is necessary to change or move the property of any owner or of a public utility, such
property shall not be moved or interfered with until authorized by the utility company and approved by the Owner. The right is reserved to the owner of public utilities to enter upon
the limits of the Project for the purpose of making such changes or repairs of this contract. 18. LIGHTS AND POWER The Contractor shall provide, at his own expense, temporary lighting
and power facilities required for the proper execution of the Work. 19. PERMITS AND RIGHTS-OF-WAY The Owner will provide rights-of-way for the purpose of construction without cost to
the Contractor by securing permits in areas of public dedication or by obtaining easements across privately-owned property. It shall be the responsibility of the Contractor, prior to
the initiation of construction on easements through private property, to inform the property owner of his intent to begin construction. Before beginning construction in areas of public
SP-5
Ii(. ,. l dedication, the Contractor shall infonn the agency having jurisdiction in the area forty-eight (48) hours prior to initiation of the Work. The Contractor shall obtain a right-of-way
pennit from the Town ofAddison. 20. PRECONSTRUCTION CONFERENCE The successful Contractor(s) and Owner shall meet at the call of the Owner on this Project. Prior to the meeting, the Contractor(s)
shall prepare schedules showing the sequencing and progress of their work and its effect on others. These schedules shall be delivered to the Owner in advance of the meeting for his
review. The general nature of the work, materials used, and methods of construction as well as the schedules will be discussed at the meeting. A final composite schedule will be prepared
during this conference to allow an orderly sequence of project construction. 21. ADDENDA Bidders desiring further infonnation, or interpretation of the Plans and Specifications, must
make written request for such infonnation to the Engineer (not later than three (3) 3) calendar days prior to the date set for the Bid opening). Answers to all such requests will be
given in writing to all Bidders in addendum fonn and all addenda will be bound with and made a part of the Contract Documents. No other explanation or interpretation will be considered
official or binding. Should a Bidder find discrepancies in, or omissions from, the Plans, Specifications or Contract Documents, or should he be in doubt as to their meaning, he shall
at once notify the Engineer in writing in order that a written addendum may be sent to all Bidders. 22. WATER FOR CONSTRUCTION The Contractor shall acquire a meter and make the necessary
arrangements with the Town of Addison for securing and transporting all water required in the construction, including water required for mixing of concrete, sprinkling, testing or flushing.
Water required for construction shall be paid for by the Contractor at the Town of Addison prevailing rates. There will be no separate pay item for connection into the existing water
system and quantity ofwater required for construction purposes. 23. EXCAVATION The Contractor shall exercise precautions to insure that drainage from adjacent properties is not blocked
by his excavations. 24. CONTRACTOR'S BID The Contractor's Bid shall be on a Unit Price basis for construction of the Project as shown on the Plans and described in the Specifications.
25. OWNER'S STATUS The Owner shall perfonn technical review of the Work. He shall also have authority to reject all Work and materials which do not confonn to the Contract and to decide
questions which arise in the execution ofthe Work. SP-6
I· 26. OWNER'S DECISIONS The Owner shall, within a reasonable time after their presentation to him, make decisions in writing on all claims of the Contractor and on all other matters
relating to the execution and progress ofthe Work or the interpretation of the Contract Documents. 27. LANDS FOR WORK The Owner shall provide as indicated on the Plans for this Project,
or by separate instrument, the lands upon which the Work under this Contract is to be done, right-of-way for access to same, and such other lands which are designated on the Plans or
in the Specifications for the use ofthe Contractor. Such lands and rights-of-way shall be adequate for the performance of the Contract. Should the Contractor be delayed as the result
of lack of access, this shall be cause for an extension oftime but not for additional cost. The Contractor shall provide at his own expense and without liability to the Owner any additional
land and access thereto that may be required for temporary construction facilities. 28. CLEANING UP The Contractor shall remove at his own expense daily, all temporary structures, rubbish
and waste materials resulting from his operations. These requirements shall not apply to property used for permanent disposal of rubbish or waste materials in accordance with permission
of such disposal granted to the Contractor by the Owner thereof. 29. USE OF EXPLOSIVES Use ofexplosives will not be allowed. 30. PROJECT MAINTENANCE The Contractor shall maintain, and
keep in good repair, the improvements covered by these Plans and Specifications during the life of his contract. 31. DISPOSAL OF WASTE AND SURPLUS EXCAVATION All asphalt, concrete, rock
or excavated material, or other debris shall be removed from the property and the Town of Addison. Any required disposal permits shall be the sole responsibility ofthe Contractor. 32.
REMOVALS, ADJUSTMENTS AND REPLACEMENTS Existing pavements, driveways, curbs, gutters, sidewalks, etc., to be removed to facilitate the construction of the improvements shall be broken
up and disposed of. Care shall be exercised to leave a neat, uniform edge or joint at the excavation limits or sections removed where only portions are to be removed. The Engineer will
designate the limits to be removed. Where pavements, driveways, curbs, gutters, sidewalks, etc., shall be replaced, then said replacements shall be to the standard of the previously
removed portion or better. Re-sawing of damaged edges will be at the Contractor's expense. Existing structures such as manholes, inlets, cleanouts, valve boxes, etc. which are not the
property of a private firm or company, or an individual required to move their own property, SP-7
II, IIi . shall be adjusted, altered or reset to the required elevation and alignment. New materials and workmanship necessary shall conform to the requirements of these Specifications
covering the particular Work. Salvaged materials in good condition may be used in rebuilding such structures, provided the materials are thoroughly cleaned before their use. These items
shall be subsidiary to other bid items unless quantified in the proposal as a separate bid item. All private obstructions which are indicated on the Plans to be moved, will be removed
and . replaced, or moved to new permanent locations by the Contractor, without additional payment to the Contractor. Any such additional item which the Contractor moves or causes to
be moved for his own convenience shall be at his own expense. 33. TOWN OF ADDISON APPROVAL This project is subject to final approval and acceptance by Town of Addison. 34. TRAFFIC CONTROL
The Contractor shall be responsible for providing traffic control during the construction of this this Project consistent with the provisions set forth in the latest edition of the "Texas
Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of Sections 542.202, 544.001 and 544.002 of the Texas Transportation Code. The Contractor
will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit
required construction, the Contractor shall contact the Town of Addison to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary
sign meeting the requirements of the above-referenced manual, and such a temporary sign must be installed prior to the removal of the existing sign. The Contractor shall submit a Traffic
Control Plan at least five (5) calendar days prior to commencing work for review and approval by the Town ofAddison. 35. CERTIFICATION The Contractor shall submit a manufacturer's certification
that the material was manufactured and tested in accordance with the referenced Specifications and a report of test results. The certification shall be submitted prior to material shipment.
36. FINAL ACCEPTANCE OF WORK Final acceptance of the Work is subject to approval by the Town of Addison. 37. WORK AREA Contractor shall restrict his construction activity to the project
limits. 38. CONTRACTOR'S AFFIDAVIT OF BILLS PAID The Contractor shall be required to execute the form provided in Section BP prior to the acceptance ofthe project. SP-8
I' 39. PAY ITEMS Pay items provided are intended to be all-inclusive of the work required on this project. Work required by the plans or specifications but not provided with a specific
pay item shall be considered incidental to other items ofwork. Final payment to the construction contractor shall not be made until all Work has been fmally completed and verified in
accordance with the construction contract, plans and specifications and have been finally accepted by the Town ofAddison. 40. SAMPLES AND TESTS OF MATERIALS The Contractor shall designate
and pay a recognized testing laboratory, approved by the Owner, to perform all concrete mix design for this project. Such designation shall be subject to the approval of the Owner. Samples
of all materials for tests shall be taken by the Contractor's authorized representative at the discretion ofthe Owner. All samples and tests shall be performed in accordance with the
Standard Specifications for Public Works Construction, North Central Texas Council of Governments (3rd Edition, 1998) as amended or supplemented. All concrete mix designs and supporting
data shall be submitted to the Owner for approval and accepted at least ten (10) days prior to placing concrete. All costs for testing and lab work shall be paid by the Contractor and
will be subsidiary to other bid items. Item 5.8.6.(c), paragraph two in the NCTCOG specifications will be modified so that five (5) test cylinders will be taken. This will allow for
cylinders to be broken at 7,28, and 56 days. 41. COMPLIANCE WITH GENERAL RULES AND LAWS Contractor shall familiarize himself with the nature and extent of the specifications, site conditions,
traffic and safety requirements, and comply with all federal, state and local laws, ordinances, rules and regulations. Contractor shall determine how compliance with requirements, laws,
rules, and regulations will affect his cost, progress or performance of the Work. 42. COMPLIANCE WITH IMMIGRATION LAWS Contractor shall take all steps necessary to ensure that all of
the Contractor's employees are authorized to work in the United States as required by the Immigration Reform and Control Act of1986. 43. RESOLUTION OF DISPUTES The parties hereby covenant
and agree that in the event of any controversy, dispute, or claim, of whatever nature arising out of, in connection with or in relation to the interpretation, performance or breach of
this agreement, including but not limited to any claims based on contract, tort or statute, before filing a lawsuit, the parties agree to submit the matter to Alternative Dispute Resolution
pursuant to the laws of the State of Texas. The parties shall select a third party arbitrator or mediator from the current list of neutrals on file with the Alternative Dispute Resolution
Administrator of the Dallas County District Courts. All forms of Alternative Dispute Resolution may be used except binding arbitration. The proceedings shall be conducted in accordance
with the laws ofthe State ofTexas. SP-9
[IIIII 44. CONSTRUCTION STAKING Construction staking will not be provided by the Owner or Engineer. This item will be performed by the Contractor and shall be subsidiary to other bid
items. The Contractor will be responsible for maintaining stakes. If re-staking is required for any reason, it will be the Contractor's responsibility, including associated costs. .
All construction staking shall be done under the supervision of a Registered Professional Land Surveyor registered in the State of Texas. The Contractor shall submit copies of cut sheets
and field books for the construction of all paving, water, wastewater, and stormwater improvements to the Town of Addison for review prior to construction of the improvements. The information
on the cut sheets and field books shall include but not be limited to the following: a. Heading to include date, contract number, project name, surveying firm, contractor, and construction
plan sheet number. b. Location, description of street/line and street/line name, number, letter, etc. designation. c. Benchmark Data: Location, description, and elevation. d. Slope or
percent of grade of each curb line or utility line. e. Stations at 50 foot intervals and including all PC, PT, PI, PVC, PVI, PVT, PRC, grade changes, etc. Offset description including
distance to center lines or back of curb and direction of offset; left, right, east, west, etc, Cut to subgrade, pavement, top ofcurb, or flowline ofthe street or utility being staked.
Clarifying remarks such as top of curb, gutter, pavement, subgrade, manhole, cleanout, valve, tee, cross, fire hydrant, wastewater lateral, water service, etc. Cut sheets shall be signed
by a Texas Registered Professional Land Surveyor. 45. GRASS REPAIR No separate pay shall be made for repair of damaged grass areas, not indicated on the plans, but such work shall be
subsidiary to the various other items bid. Repair shall comply with applicable specifications elsewhere. 46. IRRIGATION AND SPRINKLER REPAIR The contractor shall maintain all existing
irrigation systems within the limits of the project during the duration of the contract. The contractor is responsible for the repair or replacement of any damage to irrigation lines,
valves, controllers, sprinklers, wiring and appurtenances which are damaged during construction. This repair is subsidiary to the SP-lO
ri various other items bid. The contractor will be responsible for any vegetation that dies as a result of damage to the irrigation system and replace it with equal vegetation at his
own cost. 47. WORKERS' COMPENSATION INSURANCE COVERAGE A. Definitions. Certificate of Coverage ("certificate") -A copy of a certificate of insurance, a certificate of authority to self
insure issued by the Texas Workers' Compensation Commission (the "TWCC"), or a coverage agreement (TWCC-81, TWCC-82, TWCC-83 or TWCC-84), showing statutory workers' compensation insurance
coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the Project -includes the time from the beginning of the
work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons Providing Services on the Project ("subcontractor"
in Section 406.096 of the Texas Labor Code) -includes all persons or entities performing all all or part of the services the Contractor has undertaken to perform on the project, regardless
of whether that person contracted directly with the Contractor and regardless ofwhether that person has employees. This includes, without limitation, independent contractors, subcontractors,
leasing companies, motor carriers, owner-operators, employees of any such entity or employees of any entity which furnishes persons to provide services on the project. "Services" include,
without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities
unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery ofportable toilets. B. The Contractor shall provide coverage, based on property reporting
of classification codes and payroll amounts and filing of any coverage agreement, which meets the statutory requirements of Texas Labor Code, 401.011(44) for all employees of the Contractor
providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the Owner prior to being awarded the contract. D. If the
coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file
a new certificate of coverage with the Owner, showing that the coverage has been extended. E. The Contractor shall obtain from each person providing services on the project, and provide
to the Owner: (1) a certificate of coverage, prior to that person beginning work on the project, so that the Owner will have on file certificates of coverage showing coverage for all
persons providing services on the project; and, SP-ll
C' ,i l (2) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate
ofcoverage ends during the duration ofthe project; F. The Contractor shall retain all required certificates of coverage on file for the duration ofthe project and for one year thereafter.
G. The Contractor shall notify the Owner in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project. H. The Contractor shall post on each project site a notice, in the text, form and manner prescribed
by the TWCC, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to
provide coverage. I. The Contractor shall contractually require each person with whom it contracts to provide Services on a project to: (1) provide coverage, based on proper reporting
of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Codes 401.011 (44) for all its employees providing
services on the project, for the duration ofthe project; (2) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage
is being provided for all employees ofthe person providing services on the project, for the duration ofthe project; (3) provide the Contractor, prior to the end of the coverage period,
a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration ofthe project; (4) obtain from
each person with whom it contracts, and provide to the Contractor; a. a certificate of coverage, prior to the other person beginning work on the project; and, b. a new certificate of
coverage showing extension of the coverage period, prior to the end of the coverage period, if the coverage period shown on the current certificate ofcoverage ends during the duration
ofthe project. (5) retain all required certificates of coverage on file for the duration of the proj ect and for one year thereafter; (6) notify the Owner in writing by certified mail
or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision ofcoverage of any person providing services on the
project; and (7) contractually require each other person with whom it contracts to perform as required by paragraphs (1) -(7) with the certificate of coverage to be provided to the person
for whom they are providing services. SP-12
\IiII J. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the Owner that all employees ofthe Contractor who
will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification
codes and payroll amounts, and that all coverage agreements will be filed. with the appropriate insurance carrier or, in the case of a self-insured, with the TWCC's Division of Self-Insurance
Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties or other civil actions. K. The Contractor's
failure to comply with any ofthese provisions is a breach of contract by the Contractor which entitles the Owner to declare the contract void if the Contractor does not remedy the breach
within ten days after receipt of notice of breach from the Owner. The following following is the form of notice of workers' compensation coverage prescribed by the TWCC. Pursuant to
Section 110.110 (d) (7), this notice must be printed with a title in at least 30-point bold type, and text in at least 19-point nominal type, and shall be in both English and Spanish
and any other language common to the worker population. REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related
to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling or delivering equipment or materials, or providing labor or
transportation or other service related to the project, regardless of the identity of their employer or status as an employee. "Call the Texas Workers' Compensation Commission (TWCC)
at (512) 440-3789 to receive further information on the legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's
failure to provide coverage." 48. RESTRICTED WORKHOURS Per the Town of Addison Building Regulations, "It shall be unlawful for a person, firm or corporation to excavate, erect, build,
construct, alter, repair or demolish any building or structure which has been issued or which is required to be issued a building permit by the Town of Addison between the hours of 7:00
p.m. and 7:00 a.m. Monday through Friday, and between the hours of 7:00 p.m. and 8:00 a.m. on Saturday and Sunday, if such activity is performed within a residential, apartment, or townhouse
zoned area, or within three hundred (300) feet of an occupied residence, except in cases of urgent necessity or in the interest ofpublic safety and convenience, and then only by permit
ofthe City Manager." SP-I3
! 49. PREVAILING WAGE RATES Wage rates paid on this project shall not be less than specified in the schedule of general prevailing rates ofper diem wages as attached hereto. SP-14
PREVAILING WAGE RATES GENERAL DECISION TXOI0045 03/02/2001 TX45 Date: March 2, 2001 General Decision Number TXOI0045 Superseded General Decision No. TX000045 State: TEXAS Construction
Type: HEAVY HIGHWAY County(ies): COLLIN DALLAS DENTON ELLIS GRAYSON JOHNSON KAUFMAN PARKER ROCKWALL TARRANT WICHITA HEAVY AND HIGHWAY CONSTRUCTION PROJECTS IN WICHITA COUNTY ONLY. HIGHWAY
CONSTRUCTION PROJECTS ONLY FOR REMAINING COUNTIES Modification Number o COUNTY(ies): Publication Date 03/02/2001 COLLIN DALLAS DENTON ELLIS GRAYSON JOHNSON KAUFMAN PARKER ROCKWALL TARRANT
WICHITA SUTX2043A 03/26/1998 Rates AIR TOOL OPERATOR ASPHALT RAKER ASPHALT SHOVELER BATCHING PLANT WEIGHER CARPENTER Fringes $ 9.00 9.55 8.80 11.51 10.30 SP-18
Ii• ROLLER, PNEUMATIC, SELF-PROPELLED SCRAPER TRACTOR-CRAWLER TYPE TRACTOR-PNEUMATIC TRAVELlNG MIXER WAGON-DRILL, BORING MACHINE RElNFORCING STEEL SETTER PAVING RElNFORClNG STEEL SETTER
STRUCTURES STEEL WORKER-STRUCTURAL SPREADER BOX OPERATOR WORK ZONE BARRICADE TRUCK DRIVER-SlNGLE AXLE LIGHT TRUCK DRIVER-SlNGLE AXLE HEAVY TRUCK DRIVER-TANDEM AXLE SEMI TRAILER TRUCK
DRIVER-LOWBOYIFLOAT TRUCK DRIVER-TRANSIT MIX TRUCK DRIVER-WlNCH VffiRATOR OPERATOR-HAND TYPE WELDER 8.48 9.63 10.58 9.15 8.83 12.00 13.21 13.31 14.80 10.00 7.32 8.97 9.02 8.77 10.44
9.47 9.00 7.32 11.57 rI Unlisted classifications needed for work not included within the scope ofthe classifications listed may be added after award only as provided in the labor standards
contract clauses (29 CFR 5.5(a)(1)(v». In the listing above, the "SU" designation means that rates listed under that identifier do not reflect collectively bargained wage and fringe
benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. prevailing. WAGE DETERMlNATION APPEALS PROCESS 1.) Has there been an initial decision
in the matter? This can be: II I ••r • I • Il • an existing published wage determination a survey underlying a wage determination a Wage and Hour Division letter setting forth a position
on a wage determination matter a conformance (additional classification and rate) ruling SP-20
I .. ii i! On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey
was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described
in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage
Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U. S. Department ofLabor 200 Constitution Avenue, N. W. Washington, D. C. 20210 2.) Ifthe
answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR
Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 The request should be accompanied by
a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant
to the issue. 3.) If the decision ofthe Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board).
Write to: Administrative Review Board U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION SP-21
I,-SECTIONT TECHNICAL SPECIFICATIONS I. GENERAL All materials, construction methods, and standard drawings for this project shall be in conformance with Town of Addison standards and
specifications and the North Central Texas Council ofGovernments "Standard Specifications for Public Works Construction" (3rd Edition, 1998), as amended or supplemented. Where conflicts
exist, the Town of Addison standards and specifications shall govern. II. SUPPLEMENTAL SPECIFICATIONS Amendments to the North Central Texas Council of Govemments Standard Specifications
for Public Works Construction. Where conflict exists, Town of Addison standards and specifications shall govern. III. SECTION WR -TOWN OF ADDISON WATER REGULATIONS IV. SECTION CSS -TOWN
OF ADDISON CONSTRUCTION (STREETS & SIDEWALKS) V. SECTION LS -LANDSCAPE SPECIFICATIONS 02231 -TREE PROTECTION AND TRIMMING 02920 -LAWNS AND GRASSES 02930 -EXTERIOR PLANTS 04810 -UNIT
MASONRY ASSEMBLIES VI. SECTION IRR -IRRIGATION SPECIFICATIONS VII. SECTION TR -TOWN OF ADDISON TESTING REQUIREMENTS i T-2 i,.
._')' ,I II. SUPPLEMENTAL SPECIFICATIONS 88-1
f ) rI AMENDMENTS TO NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1.24 PROTECTION OF WORK AND OF PERSONS & PROPERTY 1.24.3 Add the
following to this section:(a) Description: This section covers excavation and supporting systems for trenches to protect the safety of workers and property adjacent to the site. This specification shall govern
for construction of all types of trenches and excavations less than 15 feet in width. These specifications were developed in general confonnance with the Occupational Safety and Health
Administration (OSHA) standards as contained in Subpart P, Part 1926 of the Code of Federal Regulations. Other OSHA construction standards shall be followed where applicable. (b) Products:
The CONTRACTOR shall submit to the OWNER prior to the beginning of any trench excavation, for approval, design calculations and fabrication drawings for the proposed trench shoring system
to be used on the project certified by an engineer registered in the State ofTexas. (c) Execution: (I)General: These specifications apply to any trench excavation which is over five
(5) feet in depth from the ground surface, or trench excavations that are less than five feet in depth located in areas where unstable soil conditions are present. (Ref. OSHA, Safety
and Health Regulations, Part 1926, Subpart P, Paragraph 1926.652, Subparagraph (b). "Unstable" soil conditions refers to soils which will slough or move under load or vibration.) These
specifications also apply to shored trenches and excavations less than 15 feet in width. (2) CONTRACTOR'S Responsibility: (A) These specifications address the safety of workers in a
trench excavation and it, in no way, relieves the CONTRACTOR of his responsibility and liability to insure the safety ofthe project and workers. (B) The CONTRACTOR must identify a qualified
person in the CONTRACTOR's finn responsible for performing adequate inspections SS-2
Ii· of the trench excavations to assure that conditions have not changed that may make the trench excavation or bracing less safe. (C) It is the CONTRACTOR's responsibility to insure
that all excavation work and site conditions are within the regulations as established by OSHA. Any property damage or bodily injury (including death) that arises from use of the trench
shoring system, from CONTRACTOR's negligence in perfonnance of contract work, or from the OWNER's failure to note exceptions to the trench safety system shall remain the sole responsibility
and liability ofthe CONTRACTOR. (0) The CONTRACTOR must notify the OWNER verbally immediately and in writing within three (3) working days of discrepancies in the soil conditions encountered
during the excavation from those denoted on drawings. The OWNERor OWNER's representative will evaluate the soil conditions to determine if changed conditions warrant modification to
the scope of contract. It is the CONTRACTOR's responsibility to take immediate action to assure the safety of the workers and adjacent property. (3) Trench Design: The CONTRACTOR's registered
professional engineer shall design the trench shoring system to accommodate any anticipated live load surcharge. All trenches over five (5) feet deep shall be sloped, shored, sheeted,
braced or otherwise supported. Trenches less than five (5) feet deep located in areas of hazardous ground movement, shall be effectively protected. Ifsoil conditions warrant in deep
excavations, the sides ofthe trench above a 5-foot level may be sloped to preclude collapse. In trenches wider than six (6) feet, a minimum bench four (4) feet wide shall be provided
on both sides of the excavation at the toe of the sloped portion. (C) Alternate designs for use of steeper slopes or the use of supporting systems; i.e., piling, cribbing, shoring, sliding
trench box etc., may be submitted in drawing form, designed and sealed· by a professional engineerregistered in the State of Texas to the OWNER for review. The OWNER will review for
general compliance to the requirements set forth by House Bills 662 and 665. OWNER's review does not constitute acceptance, and the sole liability for the design rests with the CONTRACTOR
and CONTRACTOR's engineer. These drawings must meet accepted engineering requirements and standards as well as all applicable OSHA standards and regulations. SS-3
I-fr • i· iI( I. \l (4) Inspection: (A) OWNER: If questions arise concerning interpretation of subsurface conditions, test excavations may be perfonned to familiarize the CONTRACTOR
and/or his representative with soil types and stratification. (B) Contractor: (1) The CONTRACTOR is responsible for familiarizing on-site personnel with soil conditions shown so that
changed conditions can be identified. (2) The designated on-site safety person (as identified in Section 3.02B) must perfonn daily inspections ofthe trench faces and bottom and/or any
structural systems utilized for supporting the trench walls prior to personnel entering into the excavation. (3) Any variations in soil or groundwater conditions must be reported verbally
immediately to the OWNER and in writing within three (3) working days. The OWNER or his representative will review the conditions with the CONTRACTOR for the purpose of evaluating changed
conditions with respect to contract. (5) Trench Excavation Requirements: (A) Prior to Trench Excavation: Known underground installations are shown on the plans. It is the CONTRACTOR's
responsibility to verify locations in the field. (B) During Excavation (1) During excavation, the exact location of existing underground installations shall be determined by the CONTRACTOR
and when uncovered, proper precautions and supports provided so as not to interrupt existing service. (2) Before any individual enters the bottom ofthe trench excavation, the trench
will be inspected by the CONTRACTOR's on-site safety person as identified in Section 3.02B. to assure that trench excavation has been performed according to the design standard and OSHA
Regulations and that no anomalies are observed that may affect the safety ofthe trench or project. SS-4
I1-J\ II )i " it (3) Adequate inspections of excavation shall be made and an inspection log prepared by the CONTRACTOR's designated safety person as identified in Section 3.02B. If there
is evidence of soil movement creating the possibility of cave-ins or slides, all work in the excavation shall cease until the necessary precautions have been taken to assure the safety
of the trench. Inspection of shoring, bracing, underpinning or other trench shoring systems shall include checking all shim plates, braces and stringers for tightness. (4) Excavations
shall be inspected by the CONTRACTOR's designated safety person after every rainstorm or other hazard-increasing occurrence to assure the safety of the trench. Protection against slides
and cave-ins shall be increased as necessary to protect against changed conditions. (5) Excavated material shall be stockpiled a distance away from the trench so as not to affect the
trench stability. The CONTRACTOR's registered professional engineer shall determine the allowable allowable surcharge. As a minimum to protect workers from falling debris, the toe of
the stockpiled soil shall not be closer than five (5) feet to the top ofthe excavation. (6) All precautions must be made to prevent surface water from entering the trench excavation.
Adequate drainage must be provided in the area adjacent to the excavation. (7) Operation of heavy equipment adjacent to the edge of the trench excavation may cause instability. The CONTRACTOR
IS responsible for the means and methods of excavation, and therefore, for loads imposed on the trench excavation and for shoring design to contain imposed live loads or surcharge. (8)
When mobile equipment IS utilized or allowed adjacent to excavations, substantial stop logs or barricades shall be installed. If possible, the grade shall be away from the excavation.
(9) The CONTRACTOR must take precautions to protect the face of the excavation from exposure to excessive drying, water, or freezing when excavations are to remain open for more than
two (2) calendar weeks. (l0) Materials used for sheeting, sheet piling, cribbing, bracing, shoring, and underpinning shall be in good serviceable condition and of adequate dimensions.
Timbers shall be sound and free of large or loose knots. SS-5
II-. III· t (11) When installing a support system, shoring will be applied by starting from the top of the trench excavation and working down. All cross beams or trench jacks will be
placed in true horizontal positions. (12) If shoring is utilized in trench excavations, installation will closely follow the excavation work. Trenches will not be left unsupported for
a period longer than two (2) calendar days. (13) When employees are required to be in trenches four (4) feet deep or more, an adequate means of exit such as a ladder or steps, shall
be provided and located so as to require no more than 25 feet of lateral travel. (14) Adequate physical barrier protection, such as guardrails, fences, or barricades shall be provided
at all locations where animal or human life may inadvertently enter the trench excavation. ill addition, warning lights shall be maintained from sunset to sunrise to further provide
protection from the dangers ofthe open trench. (15) Walkways or bridges with guardrails shall be provided where people or equipment are required or permitted to cross over trench excavations.
(6) Special Considerations: (A) Precautions shall be taken by decreasing the slope or increased shoring of the sides of trench excavations adjacent to a previously backfilled excavation
or fill area. This includes areas where the separation between the fill and the excavation is less than the depth ofthe excavation. (B) If groundwater is encountered, it shall be adequately
controlled to a point such that no water seepage occurs on the excavation slopes or bottom. The use of tight sheeting, pumping, drainage or similar control measures shall be planned
and directed by the CONTRACTOR. Consideration shall be given by the CONTRACTOR to the existing moisture balances in surrounding soils and the effects on foundations and structures if
it is disturbed. (C) In rock excavations, the face and slope of the excavation' shall be inspected by the CONTRACTOR's safety person for joints and seams or other discontinuities that
may cause block failures. Vertical slopes (90°), without bracing or use of a trench box, will not be allowed in any rock material. SS-6
il. (7) Definitions: Reference: OSHA Safety and Health Regulations, Part 1926, Subpart P, Paragraph 1926.653.) "Braces" -The horizontal members of the shoring system whose ends bear
against the uprights or stringers. "Changed conditions" -Where soil conditions such as moisture content, groundwater, development of desiccation cracks or joints, or soil stratigraphy
change from those originally designated in the boring logs or following initial excavation. "Dewatering System" -A mechanical system which artificially lowers the static groundwater
to a level which prevents groundwater seepage into the excavation. These include well-points, sumps, pumping wells, or cut-off walls. "Groundwater" -Water that is present in the soil
in sufficient quantities that it will flow and collect at a point. This includes a natural aquifer water level or a perched groundwater on top ofan impervious layer. "Lagging" -Horizontal
boards supported by the flanges oftwo H-piles that are used to separate the natural soil from the excavation. "Rock" -A mass of soil particles that cannot be excavated by hand. This
includes any weathered rock that contains soil seams. Shale is to be considered a rock material. I "Running Soil" -Soils that possess a fluid behavior generally brought about by excess
moisture or imbalanced hydrostatic (water) conditions. "Sheet Pile" -A pile or sheeting that may form one of a continuous interlocking line, or a row of timber, concrete, or steel pile,
driven in close contact to provide a tight wall to resist the lateral pressure of water, adjacent earth or other materials. "Sides" -Also referred to as "Walls" or "Faces". The vertical
or inclined earth surfaces formed as a result ofexcavation work. "Slope" -The angle with the horizontal at which a particular earth material will stand indefinitely without movement.
"Stringers" -Also referred to as "Wales". The horizontal members of a shoring system whose sides bear against the uprights or earth. SS-7
( 􀁾 􀁾 I! riI\I 􀁾 I • II ); l ,.>' I: I, 1,I, "Trench" -An Excavation made below the surface of the ground whereby the depth is greater than the width, but the width is less than 15
feet. A trench may consist ofthe void between unsupported earth and the wall of a structure if the wall is within 15 feet ofthe unsupported earth. "Trench Shield" -A shoring system composed
of steel plates and bracing, welded or bolted together, which support the walls of a trench from the ground level to the trench bottom and which can be moved along the trench bottom
as work progresses. "Uprights" -Vertical members of a shoring system. 1.26 -INSURANCE: Add the following new paragraph: ITEM 1.26.6 -OWNER DEFINED: For purposes ofthis Item 1.26 "Owner"
shall mean and include the Town ofAddison, Texas. 1.27 -MATERIALS AND WORKMANSHIP; WARRANTIES AND GUARANTEES: ITEM 1.27.4 -SPECIAL WARRANTY: Change the word "one" in the first sentence
to the word "two". 1.48 -CLAIMS AGAINST OWNER AND ACTION THEREON: Amend the first line ofthe section to read as follows: ''No claim against the Owner under the contract or for breach
ofthe..." The remainder ofthe section remains unchanged. 1.49 -OWNER'S OFFICERS, EMPLOYEES ORAGENTS, 1.49.1 -CLAIM AGAINST OFFICERS, EMPLOYEES OR AGENT OF THE OWNER: Delete the paragraph
comprising the section and replace with the following: ''No claim whatsoever shall be made by the Contractor against any officer, employee or agent ofthe Owner for, or on account of,
anything done or omitted to be done in connection with this contract." 1.51 -MONTHLY ESTIMATE, PARTIAL PAYMENTS, RETAINAGE, FINAL INSPECTION, ACCEPTANCE AND FINAL PAYMENT, 1.51.4 -FINAL
PAYMENT: Delete the second paragraph and replace with the following: "The acceptance ofthe Contractor ofthe final payment as aforesaid shall operate as and shall be a release to the
Owner (including the Town ofAddison, Texas, its' officers, employees and agents) from all claims or liabilities under the contract, including all subcontractor claims, for anything done
or furnished or relating to the work under the contract or for any act or neglect ofsaid Owner relating to or connected with the contract." S8-8
iIf--"<i i( f ) /j I! 2.2 PORTLAND CEMENT CONCRETE AND RELATED MATERIALS 2.2.10 Replace this entire section with the following: (a) Description of Work: This item shall consist ofproviding
and installing a resilient and adhesive joint sealing filler capable of effectively sealing joints and cracks in pavements. (b) Products: (1) Joint Sealers: The sealant shall have a
minimum of75 percent extensibility at a temperature range ofminus 50 degrees F. to 200 degrees F. The sealants shall be Dow Corning 888 or Dow Coming 890-SL silicone highway joint sealant
as manufactured by Dow Coming Corp., Midland, Michigan 48647. Before installation of either of these materials, the Contractor must supply certification by an independent testing laboratory
that the material meets the requirements ofTable 1. (2) The backer rod shall be a joint filler stop of closed cell polyethylene foam of sufficient size to provide a tight seal. The backer
rod shall be sized such that when installed in a saw cut joint it shall prevent the sealant from flowing to the bottom. The backer rod shall be compatible with the joint sealant to act
as a bond breaker, and sized according to the manufacturer's recommendations. A bond breaking polyethylene tape will be required on top of all expansion joint fillers, cork or redwood
to prevent the sealer from bonding to the expansion joint filler. The tape shall be of sufficient width to completely cover the expansion joint filler. The tape shall be compatible with
the joint sealant to act as a bond breaker and installed per the manufacturer's recommendations. (3) Expansion joint filler shall be either cork meeting the requirements of AASHTO M153,
Type n or redwood boards meeting the requirements of NCTCOG. The filler for each joint shall be furnished in a single piece for full depth and width required for joint, unless otherwise
specified by the City. When the use of more than one piece is authorized for a joint, the abutting ends shall be fastened securely and SS-9
III· I (c) held accurately to shape by stapling or other positive fastening means satisfactory to the City. Each lot or batch of sealing compound shall be delivered to the jobsite in
the manufacturer's original sealed container. Each container shall be marked with the manufacturer's name, batch or lot number, and the safe heating temperature and shall be accompanied
by the manufacturer's certification stating that the compound meets the requirements of this specification. Execution (1) Time of Application: The joints shall be sealed immediately
following the curing period of the concrete, weather permitting, and prior to opening to traffic. During application ofjoint sealant, the weather shall not be rainy or foggy and the
temperature shall be above 40 degrees F. (2) Equipment: Equipment necessary for construction of this work shall be in first-class working condition and approved by the City prior to
beginning work. The equipment shall be as recommended by the joint sealant manufacturer. The joint sealant equipment shall consist of power-driven apparatus capable of extruding the
material at a continuous feed. The extruding nozzle tip of the machine shall be designed to fill the joint uniformly. The equipment for cleaning joint openings shall consist of plows,
powered brooms or wire brushes, air compressors, and joint cleaning and grooving machines necessary to produce a clean and dry joint. SS-10
iI -.'" f • III Test Method As Supplied MIL-S-8802 MIL-S-8802 MIL-S-8802 ASTMD 1475 TABLE I =SILICONE SPECIFICATIONS Flow, maximum, inches Extrusion Rate, grams per minute Tack-Free
Time, minutes Specific Gravity Material Requirement 0.2 90 to 250 35 to 75 1.450 to 1.515 Upon Complete Cure ASTMD2240 ASTMD 412, Die C ASTMD412 ASTMD35832 (Modified) Performance ASTMC719
ASTM C 793-75 Durometerl, Shore A Modulus, at 150% elongationl, psi maximum Elongationl, % minimum Adhesion to Concrete', minimum % elongation Movement, 10 cycles@+1001-50% Accelerated
Weathering, at 5,000 hours 15 to 25 45 1200 500 No Failure No Cracks, Blisters or Bond Loss lSample cured 7 days at 25° +1-1° C(77°+1-20° F) and 50 +1-5% relative humidity. Properjoint
design and proper joint preparation are necessary for maximum performance. 2Joint design uses 1/2 inch x 1/2 inch x 2-inch configuration. SS-11
() I· i (3) Preparation of Joints: The cut faces of the joint shall be thoroughly cleaned of all foreign materials, as may be required for proper installation and bonding of the joint
sealer or filler, including residue from water flushing operations, by sandblasting as required. The use of a portable hand saw will not be pennitted for cleaning joint faces. After
complete drying, the joint shall be sandblasted. The sandblaster nozzle shall be attached to a mechanical aiming device so as to direct the sandblast at approximately a 45 degree angle
and at a maximum of two (2) inches fonn the faces of the joint. Both joint faces shall receive sandblasting. After sandblasting the joints shall be blown out using filtered, oil free
and moisture free, air at a minimum of90 psi and 120 cfin. Blowing out of the joint shall be accomplished by using an approved blow tube which will fit into the joint. After blowing,
the joint shall be checked for any residual dust or coating. If any is found, the sandblasting and blowing operations shall be repeated until the joint is cleaned. The cleaned joints
shall be sealed the same day as cleaned. Joints left open overnight shall be recleaned prior to sealing. (4) Applicable Test Methods: ASTM 02240 Tests for Rubber Properties -Ourometer
Hardness ASTM 03583 Joint Sealant, Hot applied, Elastomeric Type, for Portland Cement Concrete _Pavements or Joint Sealant, Hot Applied, Elastomeric, Jet-Fuel-Resistant Type, for Portland
Cement Concrete Pavements, Testing. ASTM C719 Test Method for Adhesion and Cohesion of Elastomeric Joint Sealants under Cyclic Movement (Hockman cycle) ASTM 0793 Test Method for Effects
of Accelerated Weathering on Elastomeric Joint Sealants. 2.13 VALVES 2. 13. 1.(a) 2. 13.1.(s) Add the following to the end ofthe second paragraph: Valves smaller than 3" shall be brass.
Add the following to the end ofthis section: SS-12
4.2 ROLLING 4.2.1 4.2.2 All 3"-12" valves shall have a minimum operating pressure of 175 psi. Valves greater than 12" shall have a minimum operating pressure of 150 psi. Gate valve connections
shall confonn to AWWACll1 andANSIA21.11. Revise Section. Adding: Rolling shall continue until no further compression can be obtained and all roller marks are eliminated. The Contractor
shall be required to use both a steel wheel roller confonning to Item 4.2.2 (NCTCOG Specs.) and a pneumatic tire roller confonning to Item 4.2.4 (NCTCOG Specs.). Revise Section. Adding:
Rolling shall be considered incidental work and shall not be paid for as a separate item. 4.9 PORTLAND CEMENT MODIFICATION OF SUBGRADE SOILS ! . i 4.9.4.(f) 4.9.4.(g) Add the following
section: Surface Tolerance: Subgrade surfaces after completion of lime stabilization operations shall be smooth and within the tolerance of plus .05 and minus 0.1 foot of grades and
levels required from the construction shown. Add the following section: CONTRACTOR shall notify the OWNER'S representative for routine testing in conjunction with the work of this section.
The compacted subgrade should be tested for in place density and moisture content at a frequency of one test per 5000 square feet within 48 hours prior to pavement construction. I 􀁾
5.8 PORTLAND CEMENT CONCRETE PAVEMENT 5.8.2.(g) Add the following to the beginning ofthis section: Remove impounded water and debris from spaces to be occupied by concrete. before depositing
any concrete. Wet wood fonns with water. SS-13
l·IIIf 6.7 5.8.3.(e) Add the following to the end ofthis section: Forms shall remain in place at least 12 hours after the concrete has been placed. Remove forms without injuring concrete.
Repair any concrete found defective after form removal. Curbs shall be backfilled within twelve (12) hours after the removal of forms. 5.8.6.(c) Revise "Item 5.8.7.(2)" in eighth paragraph
to read "Item 5.8.6.(b)". 5.8.7 Add the following to the end of the section: Street Headers and Longitudinal Butt Joints will not be separate pay items, but will be considered to be
subsidiary to other bid items. UNDERGROUND CONDIDT INSTALLATION 6.7.3.(c) Add the following to the end ofthe third paragraph: Valves shall be installed with the opening stem upright.
Valve boxes shall be of sufficient length to provide an unobstructed vertical opening from the ground surface to the operating nut. In non-paved areas the top ofthe valve box shall be
installed at finish grade with a 24"x24"x6" thick level concrete pad surrounding the top. 6.7.3.(6.7.3.(s).(2).(B).(ii) Add the following to the end ofthis section: The flushing velocity
in the water line shall be at least 2.5 feet per second. The water piping shall then be disinfected using a chlorine solution in water of at least 50 mg/I available chlorine. The chlorinated
water solution shall remain in the piping for at least 24 hours, and at the end ofthis period the chlorine concentration shall be at least 25 mg/I. Final flushing shall then be accomplished
to remove chlorine concentrations greater then 2.0 mg/I. All requirements of AWWA Specifications C60I "Disinfecting Water Mains" shall apply. The requirements of this paragraph apply
equally to new pipe and fittings, and to existing pipe lines into which connections have been made, or which may have been otherwise disturbed to the extent that contamination may have
occurred. SS-I4
., I . irI,. !' I, I 6.7.4.(b).(1) Add the following to the end of this section: Provide two copies of materials certificates signed by the material producer and the CONTRACTOR certifying
that each material item complies with, or exceeds, specified requirements. The certificates shall be provided at the site with delivery of the materials. 6.7.4.(b).(9) Replace first
paragraph with the following: Joints in Storm Sewers: Reinforced concrete pipe joints shall be tongue and groove with either cold applied preformed plastic gaskets or rubber gaskets
in accordance with TxDOT Item 464. Gasket material shall be placed in the tongue and groove and compressed. 6.7.4.(c).(2).(C) Add the following section: Cleaning up and Repairing. The
sewers shall be kept clean during the progress ofthe work, and upon completion shall be thoroughly cleaned. All needed repairs shall be made before this final cleaning. The CONTRACTOR
shall provide suitable tools and labor to clean the sewers at his own expense. Any excessive leakage 'of water into the sewers, or any deviation from proper grade alignment such as to
make the work, in the opinion of the ENGINEER, not consistent.with first class work, shall be promptly corrected by the CONTRACTOR at his own expense. After a section of line is installed
and backfilled, restoration of affected property shall not be delayed; cleanup shall progress with the work. All materials, tools, temporary structures, and excess excavation shall be
removed, cleaned, smoothed, graded, and/or finished in a workmanlike manner at the completion ofthe work. 6.7.4.(f).(3) Add the following to the end ofthis section: Tops ofjunction boxes
shall be set flush with finish grade. Joints in precast sections shall be watertight and sealed with an elastomeric or mastic sealant. Wall openings around pipes shall be sealed on the
outside with a fillet of concrete or grout and on the inside with grout. fuverts shall be formed with grout or concrete to permit a smooth flow through the structure and prevent deposition
ofsolids ofsolids or sediment. 6.7.4.(g).(2).(C) Add the following section: SS-15
8.1 Tops of manholes shall be set flush with finish grade. Joints in precast sections shall be watertight and sealed with an elastomeric or mastic sealant. Wall openings around pipes
shall be sealed on the outside with a fillet of concrete or grout and on the inside with grout. Inverts shall be formed with grout or concrete to permit a smooth flow through the structure
and prevent deposition of solids or sediment. BARRIERS AND WARNING AND/OR DETOUR SIGNS IIII Add the new paragraphs immediately after section 8.1. 8.1.2 Minimum standards for safeguarding
pedestrian and vehicular traffic are contained in the "Manual on Uniform Traffic Control Devices", Federal Highway Administration of the U. S. Department of Transportation and the "Texas
Manual on Uniform Traffic -Control Devices", Texas Department ofTransportation. 8.8 SAWING 8.8.3.(c) Add the following to the end ofthis section: Saw joints after completion of finishing
operations as soon as concrete has hardened to the extent necessary for operation of saws saws without causing chipping ofjoints or damage to adjacent concrete surfaces. i ) -' 8.9 PAINTING
8.9.3.(a) Add the following to the beginning ofthis section: Detailed mixing, thinning and application instructions, minimum and maximum application temperature, and curing time and
drying time between coats shall be furnished by the manufacturer and strictly followed by the CONTRACTOR 8.9.3.(a) Add the following to the end ofthis section: Special Surface Preparation:
(1) Ferrous Metal Surfaces: Rust and mill scale shall be removed by power tool cleaning, as specified by the Steel Structures Painting Council. SS-16
(A) All weld fluxes shall be power tool cleaned as specified by the Steel Structures Painting Council and washed thoroughly with water to remove all weld flush spatters and alkali contaminants.
(B) Shop primer coats that have been ruptured or marred shall be wire brushed to bare metal and reprimed with primer specified. (C) Surface preparation for.submerged ferrous metal surfaces
shall be a near white metal blast in accordance with Steel Structures Painting Council SSPC-10-63T. Metal surfaces in critical areas (non-submerged) shall be given a SSPC-8-6-63 commercial
blast cleaning. (2) Concrete and Masonry Surfaces: Surfaces shall be allowed to dry at least 30 days before painting. Glaze, efllorescence, laitance, dirt, grease, oil, asphalt, surface
deposits of free iron and other foreign matter shall be removed prior topaintings. 8.18 PAVEMENT MARKINGS () Add the following section immediately after paragraph 8.17. 8.18.1 DESCRIPTION: General. The Contractor shall be responsible for providing and installing
all pavement markings necessary to complete the project. Typical details of permanent pavement markings are provided in the construction plans. The Contractor shall begin paint application
no less than 45 days and no more than 75 days after the substantial completion of paving activities. Between the time of substantial completion and paint application, the Contractor
shall provide temporary pavement markings. The Contractor shall submit the method and material to be used for the provision of temporary pavement markings to the Engineer, in submittal
form; for approval. The Contractor shall provide maintenance of temporary pavement markings until such time they are replaced by permanent pavement-markings. (a) The paint to be used
is defined by TXDOT specifications for "waterborne" paint. Paint will be accepted if it is in accordance with the TXDOT Departmental Materials Specification, 0-9-8200 as amended. Furnish
labor, materials, equipment, transportation, and shop services required for the painting as specified herein or 􀀧􀁾􀁾􀁩􀀧􀀢 SS-17 I\..
h (b) (c) indicated on the drawings. Where not specifically mentioned, work shall be painted or finished the same as specified for similar items. Quality Assurance: All paints shall
be used in strict accordance with the specifications of the manufacturer and with all other applicable codes and standards. A qualified representative of the paint manufacturer shall
be available for consultation at the site, as necessary, to ensure that surface preparation and application of their product is being performed in accordance with their specifications.
Product Delivery, Storage and Handling: Paints shall be in sealed containers that legibly show the designated name, formula or specification number, batch number, color, quantity, date
of manufacture, manufacturer's formulation number, manufacturer's directions including any warning and special precautions and name ofmanufacturer. Provisions will be made for a secure
space for the storage of all paint materials and equipment for the exclusive use of the painter who will, in turn, maintain and leave it free from hazards due, for example, to improperly
stored rags or thinners. j). ) "-' 8.18.2 MATERIALS: (a) General: All materials shall be applied in strict accordance with manufacturer's directions as printed on the container, and
any thinning required shall be done in the manner prescribed and exclusively with the type of reducer recommended by the manufacturer. (b) Reflective Material: Reflective material shall
consist of glass beads added to the surface of the final coat ofpaint prior to setting, so that the beads shall have proper adhesion. The glass beads shall be in accordance with TXDOT
Departmental Material Specification, 0-9-8290 as amended. Special care shall be taken with rapid dry paint. Glass beads shall be mechanically applied at a rate of six to eight pounds
ofbeads per gallon (0.72 to 0.96 kg per litre) ofpaint. Glass beads shall be applied to pavement markings, curbs and crosswalks by use of a dispensing device developed for this purpose
or other methods approved by the Owner. SS-18
1[,' -".. ( , 8.18.3 CONSTRUCTION METHODS: (a) General: (1) Detailed mixing, thinning and application instructions, minimum and maximum application temperature, and curing time and drying
time between coats shall be furnished by the manufacturer and strictly followed by the Contractor. (2) Pavement markings shall consist of lane striping, stop bars and tum lane markings.
Pavement markings shall be as shown on the plans. (b) Preparation of Surfaces: The Contractor shall be held responsible for the finished appearance and satisfactory completion ofhis
work. And, therefore, he shall not commence any painting until surfaces to be painted are in proper condition in every respect. Drop cloths must be provided by the Contractor to prevent
paint material from falling on or marring any adjacent surface not being painted. Any damage resulting from the neglect ofthis provision will be corrected at the expense ofthe Contractor.
All surfaces shall be clean, free of dirt, grease and any foreign matter that would adversely affect the finished appearance or protective properties ofthe paint applied. If for any
reason the surface cannot be properly prepared by customary cleaning, the condition shall be promptly reported to the Engmeer, or the Contractor shall assume the responsibility for rectifying
any unsatisfactory finish resulting. (c) Application: (1) All materials shall be applied neatly so as to dry uniformly to the color and sheen specified, free from runs, sags, wrinkles,
shiners, streaks, and brush marks. (2) No exterior painting shall be undertaken at temperatures under 45 degrees F. or immediately following a rain, frost, or dew. Paints other than
those specified follow manufacturer's temperature recommendations. (3) Any work that does not meet the approval ofthe Engineer shall be immediately corrected. t·,--", (4) All coats of
paint shall be thoroughly dry before applying succeeding coats. All primer and intermediate coats ofpaint shall be sanded lightly and dusted before succeeding coats of paint are applied.
Manufacturer's recommendations must be strictly adhered to. SS-19
I· 􀁩􀁲􀁾 ! . I· i! \I Clean-up: Upon completion ofthe work, all misplaced paint, spots or spills shall be removed and work left in a condition acceptable to the Engineer. The painter
shall remove from premises all empty containers and all other rubbish and debris resulting from his work and shall leave the entire premises in a neat and clean manner. END OF SECTION
SS-20
􀁉􀀭􀀮􀁾 , " III I ' ." 􀀮􀁾􀀮 SECTION WR TOWN OF ADDISON...,.. WATER REGULATIONS WR-I
IIi . 􀁲􀁾 if eM; AiM Domestic Use: PUBUC WORKS DEPARTMENT TOWN OF ADDISON GENERAL REQillREMENTS FOR WATER SERVICE (972) 450-2871 16801 􀁗􀁥􀁳􀁬􀁰􀀧􀁯􀁾􀁥 1. All commercial unit applications
for domestic use having flow capabilities greater than 160 g.p.m. shall employ a compoUnd type meter conforming to Town ofAddison Specifications. Hersey MCTJITM or Neptune TrulfloThl
are the accepted models at this time. 2. All services with flow capabilities less than or equal to 160 g.p.in. shall employ a nutating disc, multijet, or turbine meter, less than or
equal to 2", conforming to Town ofAddison Specifications. Disc meters shall be Hersey400 Series nSThI or 500 Series nSn!, or Neptune T-1 OTM. Multi-jet shall be Master Meter™. Turbine
meters shall be Hersey MVRTM or Neptune HPTM meters. -.;.J 3. Connection fees: L3wn Irrigation: _ 1. All Irrigation services greater than or equal to 1.5" shall employ a turbine, or
multi-jet type meter conforming to the above guidelines. 2. Less than 1.5" irrigation service may use turbine, multi-jet, or disc, but turbine or multi-jet meters are preferred.· . Fire
Service: 1. 2. Less than or equal to 2" shall employ a turbine, or multi-jet meter as described above. Greater than 2" shall employ either a Double Check Detector Assembly, or a Reduced
Pressure Zone Detector Assembly. These assemblies shall be approved by the University ofSouthern California Foundation for Cross Connection Cootrol and Hydraulic Research (USC-FCCCHR).
Detector meters shall be Hersey with ER-l register with Pit-Pak. 07124/01 1
1MB'" i :CSWM PUBliC WORKS DEPARTMENT Backflow Prevention Assemblies: (972) 450-2871 16801 WestKIll1'e I 1. All water services (except large fire services, see 􀁡􀁢􀁯􀁶􀁾􀀩 shall have
the appropriate BPA installed immediately after the meter. Ifthere are space limitations or other considerations that would preclude installation in that location, the BPA may be installed
inside a.building or other location. There may be no taps or tees into the service between the meter and the BPA. The Town ofAddison Public Works Department must approve this prior to
installation. 2. All BPA's must be on the most current List ofApproved Backflow Prevention Assemblies as published by the USC-FCCCHR.. . 3. 4. The appropriate BPA will be detennined
by the Town ofAddison Utility Divisipn, using the most current edition ofthe Manual of Cross-Connection Control as published by USCFCCCHR as a guideline. Final determination rests with
the Town ofAddison. The plumber, contractor, and/or owner is 􀁲􀁥􀁳􀁰􀁯􀁮􀁳􀁩􀁢􀁬􀁾􀁦􀁯􀁲􀂷􀀺􀁨􀁡􀁶􀁶􀁩􀁮􀁧 the BPA tested upon installation and initiation ofservice by a Tester certified
according to 1NRCC Rules for the specific type ofinstallation, Le. Fireline, General, etc. Thereafter, it will be the responsibility ofthe party paying the water bill, to have the BPA
tested as prescribed by the Town ofAddison Utility Division based 􀁯􀁾 type ofdevice and Degree ofHazard. Reduced Pressure Zone Assemblies shall be tested at least annually. . 5. All
BPA's shall be installed accordirig to the most recent edition ofthe Town ofAddison's Standard Operating Procedures Manual. . 6. Stainless steel or brass plugs shall be placed in all
test cocks after testing. The use ofTeflon tape is required to facilitate removal ofplugs for future testing ofthe device. Plumber's putty or pipe dope is unacceptable for this inStallation.
Ii 􀁉􀁾 .. 7. Above ground installation is the preferred method, but ifthe device is placed in a meter box, the box must be ofsufficient size to provide the proper' clearances for accessing,
testing,. and repair ofthe device. All above ground installations shall be protected. from freezing with .. apparatus designed for such use. In no case shall Reduced Pressure Zone Assemblies
be permitted in a meter box or vault, or any otller below grade 􀁩􀁮􀁳􀁴􀁡􀁬􀁬􀁡􀁴􀁾􀁯􀁮􀀮 07124/01 2
􀀮􀁾 .ADDisoN PUBLICWORKSDEPARTMENT [I{."","\ PHf!&5i@-WSMG.4 * .... 􀁾 Post Offico Box 9010 Addison, Tens 75001-9010 WATER SERVICE Sizes 3/4" -2" (972) 450-2871 16801 􀁗􀁾􀁴􀁬􀁦􀁬􀁬􀁙􀁥
Contractors and/or plumbers are responsible for compliance with the following specifications: . A. Meters shall be set within the Utility easement and clear of vehicular traffic flow
and/or parki.ng spaces. Curb stops are to·be set 6"-12" below finished grade. B. To prevent the inflow of mud or silt into the box, 4-6" of washed pea gravel shall be placed under the
meter inside the.box, allowing for 2-6" of open space below the meter. Meter box shall be minimum IS"deep. (See Figure SM-I) C. Meter boxes shall be large 􀁥􀁮􀁾􀁵􀁧􀁨 to aJlow access
to, and operation of, all meter nutslflangeslbolts, and the curb stop without obstruction. . . . . D. Boxes that are wlnerable to vehicular traffic shall have 􀁬􀁯􀁡􀁤􀀭􀁾􀁡􀁲􀁩􀁾􀁧
frames and lids with reader door designed to withstand the anticipated load. ,-.r. . E. Meters shall confono to Town specifications as to make and type (See General Requirements for
Water SerVice): F. An approved Backflow Prevention Assembly shall be installed on all water services after the meter, with a brass or copper nipple between the meter and the Assembly
of sufficient length to allow placement in separate boxes. Both meter and assembly shall be accessible for testing and repairs. It shall be the responsibility ofthe contractor to have
the Assembly tested upon· installation by a TNRCC certified tester, who shall provide the original of the test report to the Town of Addison Utility Division prior to fmal, continuous
connection to 􀁾􀁥 City's water supply. G. All companion flanges shall be elliptical brass, and all bolts & nuts shall be grade 316 stainless 􀁾􀁥􀁥􀁊􀀬􀀮 SIS-II x 􀀲􀁾􀀢 hex head. .
Ir-H. Meters shall be set level in all directions. i I. 2" meters shall have a laying length of 17"; 1.5" meters ·shall have a laying length of 13". Meters may be "compact," but the
difference shall be made up up with a strainer upstream or a spool with test port doWnstream from the meter. SIS" x 3/4" meters shall have 7 􀁾􀀢 laying length, 3/4" meters shall have
9" laying length, and I" meters shall have 103/4" laying length. (Approval ofUtility Inspector) . r ...... J. A meter deposit is required for all meters before initiation ofservice.
The party responsible for the water bill will make application 􀁾􀁤 deposit for service to the Town ofAddison Utility Billing Department. (Call 45O-70SI) 1
Ii 􀁻􀁦􀁾􀂷 " } i1I􀁾􀀮􀁾 .ADDisoN PUBUCWORKSDEPARTMENT EtilbNiJWW& Qd8¥fiili iIIl Post Office Box 9010 Addison, Texas 75001-9010 3/4" -2" WATER SERVICE APPROVED MATERIALS and PROCEDURES
(972) 450-2871 16801 Westgrove 1. Double-strap bronze tapping saddle with CC. (AWWA taper) threads: Mueller #BR2B, Ford #202B, or McDonald #3825. Tap shall be set at 45° ofvertical on
the mainline. 2. Corporation stop with AWWA taper thread (CC) by conductive compression connection: Mueller H-15013 or B25008 (1.5", 2"), Mueller H-15008 or H-25008 (3/4", I"), Ford
FBIOOO or FIOOO (1.5", 2", -6-G, -7-G, respectively), (314", I", -3-G, -4-0, respectively), McDonald 470lT or 470lBT 3. Pipe and .meter size shall be detennined by owner with apprOval
of Building Inspection or Public . WorkslEngineering D.epa.rtments: Piping shall be continuous type "K" copper from corpor.ation to curb stop. 90 degree angle curb stop with lock-wing:
Mueller H-14277 or B24276 (1.5", 2"), Ford KV43-666W-G or FV43777W-G (1.5",2"), Mueller H-14277 or B24258 (3/4", 1"), Ford KV43-332W-G or KV43-444W-G (3/4", I"), McDonald 4646BT or 4606BT.
All companion flanges (l.5", 􀀲􀁾􀀩 shall be brass: Meter boxes shall be ofsufficient size to accommodate the curlrstop, meter, and all connections. They shan have a cover with reader
lid. Boxes may be stacked to achieve sufficient depth (see "B&C" above). . .In-line curb-stops, meter yokes/setters, and/or meter risers may be considered on a case-by-case basis dependent
on situation and subject to approval of Utility Inspector and/or Utility Foreman. No hand valves will be allowed on the inlet side ofthe meter. . The type of Backflow Prevention Assembly
required shall depend upon the degree of hazard or potential hazard which exists. See Utility Rules for further infonnation. . The tapping saddle and corporation stop must be poly-wrapped
(8 mil) and hand backfilled with sand to a depth of 12". Additional backfill may be done by machine, with material free of rocks and clods exceeding three (3) inches in diameter. CAUTIONII
Inspection must be called for and completed prior to backfill, or tap must be re-exposed by the contractor so that inspection may be completed by the Town's 􀁲􀁥􀁰􀁾􀁥􀁮􀁴􀁡􀁴􀁩􀁶􀁥􀀮
) , . -' i. \ See Figure SM-I for detail. 2 01131196 revised 09/04/0 I
Ir1.--􀀮􀁾 I1 WATER SERVICE Sizes> 2" Contractors, plumbers, and/or developers are responsible for compliance with the following specifications: A Provide and install mechanical joint
tapping sleeve (such as Mueller H-615). Submittal and approval required i . ifother. i B. Provide and install tapping valve to meet Addison specification GV-95.1, for resilient wedge
gate valve. C. Provide and install piping. Piping shall conform to ANSIIAWWA C-909-98 for Molecularly Oriented PVC Pressure pipe for water distribution. Pipe shall be ISO-psi minimum
class rating for domestic use, and 200-psi minimum class rating for fire line applications. D. Fittings shall be ductile iron mechanical joint style. with restraining glands (such as
Mega-Lug). Fittings shall he-wrapped with 8-mil-poly prior to backfill. E. Pipe embedment shall conform to NCTCOG Class "B-3", "B+", or "C+" (from Standard Specifications for Public
Works Construction, Third Edition, Drawing 3020, 3030,3040). Variations allowed with engineer's seal and approval of City Engineer. F. Service meter or Fire Line DCDA shall be placed
in a pre-cast concrete vault with floor and access hatch. Hatch shall be "Bilco"-type. aluminum, spring-assisted. lockable. and sufficiently sized to allow for removal ofcomplete meter
or assembly. Vault shall be placed within the public ROWand clear ofvehicular traffic flow and/or parking areas. G. iI· H. III ifI ) r· -"" ii II. All meters within vaults shall be equipped
with remote touch-pad reading devices compatible with the Town ofAddison meter reading system. Hersey, Schlumberger (Neptune), and Master meters are acceptable. The meter and/or bacldlow
assembly and piping shall be supported with manufactured supports designed for such application. (For clarification, reference Specification for Standon Pipe Supports as manufactured
by Material Resources Co., Hillsboro, Oregon; 503-693-0727 -Models S89 or S92). 3
!I 􀁉􀁾 f . ) WATER & SEWER SPECIFICATIONS PVC (WATER) PRESSURE PIPE The PVC pipe shall be SDR-18. Dimensions Class 150. The pipe shall meet OJ: exceed requirements of AWWA 􀁃􀁾􀀹􀀰􀀹􀀬
PVC pipe 'with cast iron outside dimensions and with rubber ring joints. PVC water pipe shall be listed by Underwriters Laboratories and approved for use in cities .and towns of Texas
by the State Board of Insurance. The rigid :PVC pipe shall bear the seal of approval (or "NSF" mark). of the National Sanitation Foundation Testing ·Laboratory for potable water pipe.
Provisions must be made for contraction and expansion at each joint with a rubber ring and an integral thickened bell as part of each joint. Pipe and fittings must be assembled with
.a non-toxic lubricant. Pipe shall be made from NSF approved Class l2454-A or.B.PVC PIpe Compound conforming to ASTM resin specification D1784. Joints and Fittings -Fittings shall be
restrained mechanical joint. All cast iron fittings will be polywrapped (8 mi1.). . Pipe Bedding Bedding materia). for water and sewer pipe shall be class "B+". ·The No. 12 plastic coated
copper wire shall 􀁢􀁾 placed in the trench over all water lines. The wire will be tied to all valves-and fire hydrants and attached directly·to the top ofpipe and 􀁾􀁸􀁴􀁥􀁮􀁤􀁩􀁲􀁩􀁧
to six.(6):inches above finished 􀁧􀁲􀁡􀁾􀁥 along the outside of all valve, stacks and fire hydrants. Water Taps & Service The Town ofAddison's policy regarding water taps is as follows:
Contractor an<UQcpliunbers 􀁡􀁲􀁾 responsible for all taps, copper line to meter, angle curb..stop, 􀁭􀁥􀁴􀁾􀀬􀀭 setting a box large enough to have access to the entire meter, including
flanges and cUrb stop. No hand valves will be allowed on 'inlet side oEmeter. . .All inaterials will be provided by the contractor, including backflow prevention assembly after all meters.
, .. .. All materials must conform to "the town specifications. . Backfill The tapping saddle and cOrp<?nition stop must be polywrappcd (8 mil) and sand placed on the pipe • • I • 1
i to a depth ofsix (6) inches to, twelve (12) inches deep by hand shovels only. No backhoes..The rest _of the backfill may'be done by machine. with material free of rocks and clods exceeding
thre.e (3) inches iIi diameter. -" Caution: If a tap is made and backfilled without an inspector 􀁰􀁲􀁾􀁳􀁥􀁮􀁴􀀮 h will have to be exposed by the contractor so it may be inspected by
the town. -. . . PVC (Sewer) Pipe . PVC pipe and fittings shall meet the extra strength requirements ofASTM specification D3034 or SDR35. over 10' iIi depth SDR 26. Pipe shall have integral
wall 􀁢􀁥􀁬􀁬􀁾􀁤􀁳􀁰􀁩􀁧􀁯􀁴􀁪􀁯􀁩􀁮􀁴􀁳􀀮􀀧􀀮 --, Joints -Joints for the PVC pipe and fittings shall'be compression rubber gasket joints. The bell shall consist of an integral wall
section with 􀁦􀁡􀁣􀁾􀁯􀁲􀁹 installed ring securely 􀁬􀁯􀁣􀁫􀁾􀁤 in bell groove to provi.de positive seal under all installation conditions.. Fittings -Fittings and' accessories shaU·b.e
manufactUred and furnished by the,pipe supplierand have , be:U and/or spigot configuration identical to that ofthe pipe. Connections at Manholes.-Asbestos cement sleeves or approved
equalJ with lllbb.er ring joint will : be used at manhole walls to provide positive \vater tight connections. Manholes are to·be:poured in place: Six (6) sack conc!etemix. FOrIDsmust
be in place after pour for' four (4) hours.. Manihlh step' ate IE'!'ijzed ..􀁟􀁾􀁾 Stiffness -Minimum pipe stiffness at 5% deflection shall be forty-six (4.6)Jor all sizes when --calculated
in a'ccordance with ASTM D-2412. .' -•.c."',.",. _, Sewer Taps The ContractorlPhimber will make all four (4) to six (6) inch taps. ,The plumber'will be responsible for exposing the existing
sewer line. All water must be pumped out ofthe hole. a,t the time the tap is being made. Taps are to.be on a 45 degree angleJ and a double clean-out a! 􀁾􀀬􀁰􀁲􀁯􀁰􀁥􀁲􀁴􀁹 line must
be-SDR 35,.QPPVC. . .Backfill: The plumber shaH extend his yard line to the tap on grade no higher than twelve (12) inches above the tap. Prior to any tap being backfilledJ the to\\n
n shall be called for-an inspection of the backfill operation. 'The tap and exposed yard line will be backfilled with sand to a level oftwelve (12) inches above the pipe. This portion
of the backfill will be done by hand shovels only! -No backhoes. After the hand operation. the remainder of the trench can be machine filled with select fill material. No rocks or clods
over three (3) inches in diameter. Caution: Ifyou backfill the tap without an 􀁩􀁮􀁳􀁰􀁥􀁣􀁾􀁯􀁲 on location. you will be required to dig it llP for _ an inspection. 2
I . Ir< II . TO,r:s OF ADD1SO:,\ SPECIFICATIO:,\ #-GY-95.1 RESU..􀁉􀁅􀁾􀁔 SEA-TEl) GATE YAL\-IS All ,gate valves installed ill the Town ofAddison shill be: ofthe resilicm wedge type
conforiningtl'1 . AW'vVA C509 in its most current i'evisjon, Siandard for Resilient Seated 􀁇􀁡􀁴􀁾 Valves. In addition; 􀀮􀁾􀁮 "·.,,l\·C:$ 􀁾􀁨􀁏􀁬􀁬􀁬 il1clude the following dC3igIl
􀁣􀁲􀁩􀁬􀁣􀁲􀁾􀁾􀀺 II. 1. Wr:dge shall be cast or ductile .iron, 1i.llly c:ncapsu'lat.edi.n synthetic rubber. . . 2. ·\\ledge nlbber shall be molded in place and penuallelltly qonded
.to the iron without screws, .rivets, or similar fasteners. ". . . 3.· Vledge shall seat against seating surface.s arranged symi1'letricall)' nboutthe centeriine of tb·c operating stem,
so.that scating is equ:l.lly effective reg:lrdless .of􀁤􀁩􀁲􀁥􀁜􀀺􀁾􀁩􀁯􀁄 of pressure unbalance across the \\'edge. .' !) [ 4. Valves ·tor·uriderground installations shall be non-rising
stem tYre, 􀁯􀁰􀁥􀁬􀁩􀀮􀁩􀁮􀁧􀀮􀁾􀁾􀀺􀀩􀁬􀁬􀁮􀁴􀁥􀁲 cloch..\vIse by 􀁭􀁥􀁡􀁬􀁾 of a 2" 􀁾􀁱􀁵􀁡􀁲􀁥 operating nut.· 􀁖􀁡􀁨􀀧􀁾􀁳 for installation in a vault "shall be ofthe rising stem
type opening counter clock\vise "by means ora hilnd \yheel. "The word OPEN and 􀁡􀁬􀁾ARROW indicating 􀁤􀁩􀁲􀁥􀁣􀁾􀁯􀁮􀀮tq open shalt 􀁾 􀁾􀁡􀁳􀁴 in the 􀁭􀁾􀁴􀁡􀁬􀁯􀁦 the: nut or hand
\vheel. . . 5. Stem shall be 􀁳􀁥􀁡􀁬􀁾􀁤 by ilt least two O-rings; all stem seals sh:l.ll 􀁾􀁥 􀁲􀁥􀁰􀁩􀀺􀁬􀁣􀁾􀁾􀁢􀁬􀁥􀁜􀁹􀁩􀁴􀁨 \,al\'e : fully open and while su.bjecled 􀁴􀁾 full
rated pressure. 6. 􀁁􀁊􀁬􀁬􀁬􀁵􀁴􀁳􀁾􀁡􀁮􀁤 bolts shall be SUlil11ess steel. II 7. Watem-n}' shaH be 􀁓􀀱􀁬􀁬􀁾􀁯􀁯􀁴􀁨 :l11d shaH 􀁨􀁾􀁜􀀧􀁥 :co depressions or cavities in sea! 'area
where foreign material cnn 􀁬􀁯􀁤􀁧􀁾 and prevent closure. Wntt::rway shall be: l3igc: enough to accept full size tapping Clmer without 􀁤􀁾􀁜􀀰􀀱􀁡􀁧􀁩􀁮􀁧 􀁴􀁨􀁥􀀧􀁩􀁮􀁴􀁥􀁲􀁩􀁾􀁲
of the valve. . Valve bod)" and borinet shall be epoxy coated, inside and ollt,\yith fusion-bonded epoxy. Coating shall confonn to 􀁁􀁖􀁹􀁾􀁜􀀧A C550-90, SiaudJrd for Protective 􀁉􀁭􀁾􀁲􀁩􀁯􀁲
C'oJtings for Valves and Hydrams. " . . Current list ofapproved Gate Vnh·es·: 􀁍􀁵􀁾􀁬􀀡􀁥􀁲 A2360. AFC 500, t'towF6100. Olher valves may be submin¢d for 􀁣􀁯􀁮􀁳􀁩􀁤􀁾􀁲􀁡􀁴􀁩􀁯􀁮 to
􀁴􀁨􀁾 TO':\ll ofAddison Engineering· Depiulmenl for veritkat[cm C'f c"mpliancc 10 these specifkatiOl'is. . "
I , I' I[iI -, ,' f SECTION CSS TOWN OF ADDISON -CONSTRUCTION (STREETS AND SInEWALKS) CSS-l
CD7Q:5 .4.:: <' ../STREETS, SIDEWALKS AND OTHER PUBLIC PLACES ""","' I '''_.. ARTICLE I. IN GENERAL ' ... 􀁾 Sec..70-1. Depositing'mud or dirt upon streets prohibited; abateinent; 􀁰􀁥􀁬􀀱􀁾
alties... (a) No person shall deposit or permit the deposit of mud, dirt or similar matter, upon any street' or alley in the town. . (b) No person shall operate or. drive.a DilotOr vehicle
in a manner to. cause mud, dirt and Qther' similar matter to be tracked, dropped or 􀀭􀁯􀀮􀁴􀁨􀁥􀁲􀁾 wise deposited upon puplie streets or alleYS in. thE! town. (c) Upon discovery of
the mud upon the public. street, the chief building official or his delegated representative shall orally notify the owner ofthe pl"Qperty and/or the operator 􀁯􀁦􀁾􀁥 motor vehicle,
if known, to remove the mud. The owner of the property and/or operator of the motorvehic1e shall have. 24 hoqrs after such. notification to clean the street of the deposited mud, dirt
or similar matter. (d) In addition to the penalty provided tor in section 1-7, failure to clean such street of such deposited matter within the prescribed time shall constitute a violation
of the owner's building permit and subject such owner to the penalties provided for in the official building code as adopted by the town, including the possible revocation of the permit.
(COde 1982, §'16-1) . . . State law referenee-Litter control,· 􀁶􀀮􀁾􀁃􀀮􀁁􀀮􀀬 Health and Safety 'Code cb. 365; 􀁶􀁾􀁣􀀱􀁥􀁡 tracking mud, 􀁶􀀮􀁾􀁃􀀮􀁁􀀮􀀮 Transportation Code § 725.02L
. Sec. 70-2. Owners to coJistructsidewalk. (a) Any owner or person' in control· of real estate frOnting upon a· public street which is iinproved with street paving and curbs .and gutters
shall not be issued a building permit for any construction when concrete sidewalks have not 􀁾installed unless such owner, either as a part ofthe construction covered by the buildingpermit
or other separate arrangementS satisfactory to· the city council," conStructs public sidewalks to town standards. The failure to so' construct the required sidewalk shall constitute
a violation of the building .code. Supp. No.2 § 7()'2 (b) The town's standards, as that term is used in this section, shall mean the following: (1) Concrete sidewalks shall be five feet
wide' and a minimum oUour inches thick. The walk shall be of one-course construction' to be of 3,000 psi concrete, five sack mix, andreinforced with three-eighths-inCh steel reinforcing
bars on 18-inch centers longitudinally and 􀀲􀀴􀀭􀁾􀁣􀁨centers transversely. (2) Generally, the sidewalk is to be located adjacent to the back of curb. The 􀁬􀁡􀁮􀁤􀁾 scape department
may approve sidewalks in other areas. not directly adjacent to curb. '(3) Sidewalks shall be poured in sections of the lengths indicated on the plans, in general, they shall be tooled
in five-foot sections. One-half. inch 􀁥􀁸􀁰􀁾􀁯􀁮 joint shall be placed every eight joints-and where neww:orks abut old works, or where new work is constructed adjacent to other concrete
work, walls, foundations, curb and gutters, the expansion joint shall be made of premolded bituminous filter or redwOO!l and Shall extend the entire depth and width of the concrete section.
(4) 'lboledjoints (contractionjoints) will 􀁢􀁾 on five-foot centers. Finish walks by lightly brooming surface transversely.to direc-_ tion of main traffic or, where adjacent sidew.al.ks
dift'er from thiS standard, new· .sidewalks shall conform to adjacent side 􀁷􀁾 (e.g., exposed aggregate). Round all edges to one-fourth inch radius. Cross slope walk one-fourth inch
per foot, or as shown on the 􀁤􀁲􀁡􀁾􀁧􀁳 to proyide drainage. (5) Approved barrier-free ramps will be provided at street intersections as required by the town. . (c) Further, the city
council may upon 􀁡􀁰􀁰􀁬􀁩􀁣􀁡􀁾 tion of a property owner, affected by. the provisions herein, waive the requirements for installation ofsidewalks because ofunusual circwDstances or
hardship. . (Code 1982, § 16-2) .1iII I
.' 􀁾􀀮􀀬 ADDISON CODE IL. I!II §70-3 Sees•. 70-3-70-30. 􀁒􀁥􀁳􀁾􀁲􀁶􀁥􀁤􀀮􀀬 ARTICLE ll. PAVING AND DRAINAGE' Sec. 70-31. Violations. AnY,construction or maintenance ofany street, road
or alley in violation of any of the standard specifications' adopted in this article shall be unlawful and a violation of this Code. (Code 1982, § 16-24) Sec. 70-32. Compliance prior
to construction. Plans and sPecifications shall be submitted to the town for approval by the town 􀁾􀁥􀁥􀁲under . the standards aaopted in this article prior to the . granting,ofany
building permit or the commencement of any cOnstruction of any 􀁳􀁴􀁲􀁥􀁥􀁾􀀧road or alley in the town, and 􀁾􀁥 town engineer shall hav.e 􀁾􀁥 duty to 􀁩􀁮􀁳􀁾 such plaDs and 􀀬􀁳􀁾􀂭
cirtibnS, with 􀁲􀁾􀁧􀁡􀁲􀁤,_to these standards., If the town engineer approves such plans and specifications he shall 􀁭􀁾􀁥 'a notation and record of such approval. No building permit,
or other authorization for the commencement of BUch construction shall be granted by the town unless arid until.the plans and specifications shall have been approved in accordance with
this section. (Code 1982, § 16-:25) Sec. 70-33. Adopted 􀁾􀁤􀁡􀁲􀁤􀁳􀀮 There are hereby adoptedstandard specifications for paving and, drainage construction and draiIiage criteria, as the rules and regulations governing the conStruction, paving and draiJiage aspects ofall streets,
roads and alleys in the town. The specifications adopted hereby are attached to the ordinance from which' this section "is derived as exhibit "AN and made a part hereof for all purposes.
The 􀁾􀁲􀁩􀁧􀁩􀁮􀁡􀁬copy of the standard specifications shall be kept with such ordinance and with the other ordinances ofthe town at the town hall and shall be made available for public
inspec-' tion during regular business hours of the town. (Code 1982, § 16-:26) Sec., 70-34. Inspections. The construction of. streets, roads and alleys with'regard to, paviri.g arid
&amage "shan be subject to inspectionS by the, building official andlor'the town engineer and shall conform with all the re,quirementj> ,of the standard specifications adopted in this
article. If the building official and/or the town engineer shall determine' that such constrv.ction is not being carried on according to such standard specifications, he shall order
the cessation of such work 'and shan pOint out to the contraCtor,or 'builder the acts or 􀁯􀁭􀁩􀁳􀁾 sions'indicated from his inspection. (Code 1982, § 16-27) Sees. 70-35-70-56. Reserved.
ARTICLE m. USE BY PUBLIC tr.rILITIES DIVISION 1. G:ENERALLY Sec. ,70-57. Findings 􀁾􀁤 pUrpose. The purposes of this Article are to: (1) Govern the use and occupancy of the public 􀁾􀁧􀁨􀁴􀁳􀀭􀁯􀁾􀀭�
�􀁡􀁹􀀻 , . (2) Assist in the ma.n8gement of facilities placed in, on or over the Public rights-ofway in order to minimize the congestion, inconvenience, visual impact and other adverse
effects, and the costs to the 'citizens resulting from the placement of fa-cilities within the public 􀁲􀁩􀁧􀁨􀁴􀁳􀀭􀁯􀁦􀁾􀁷􀁡􀁹􀀻􀀧 ,(3) Assist the town in its efforts to protect the
the 􀁰􀁴􀁩􀁢􀁬􀁩􀁾 􀁨􀁥􀁾􀁴􀁨􀀢 􀁳􀁡􀁦􀁾􀁯􀀯 􀁾􀁤 􀀧􀁩􀁖􀁾􀀻 , ' (4) Conserve the limited physical capacity of the public rights-of-way held in public' trust by.the town;, . , ' (5)
Preserve the physical integrity of the streets and highways; (6) Control the orderly flow of vehicles and pedestrians;' . , (7) Monitor and coordinate the activitieS of the different
entities using the public. 􀁇􀀺􀀺􀁾􀀬􀂷 . . -or . . .":. ;:'. • 0" .' 􀁾􀁾􀀮 􀁾􀀮 • ( _,I Supp. No. 2 Ij' I , CD70:6 ./
I! •• l 􀀺􀁾 'I .•• I CD7,0:7 􀀮􀁾􀁾􀀮 -/. § 70-60 . Certificated telecommunicationsprovider􀁭􀁾 the same as in Local Government CQde Section 283.002(2) [any entiti that haS been granted
a certificate from the Texas Public Utility Commission under Chapter 54 ofTex. Utility Code authorizing that entity to provide local exchange telephone service]. Director means the director
of public works of the. town or the director's .designee. Facilities means·any md all of the wires,: cables, fibers, duct spaces, manholes, poles, conduits, underground and overhead
passageways and other equipment, structures, plant and appurtenances8.!ld all associated physical equipment placed in, on or under the public rights-ofway. Person means a natural person
(an individual), .corporation, company, association,· 􀁰􀁡􀁲􀁴􀁮􀁾􀁰􀀬 firm, limited liability company, jointventure,joint stock company or association, and other such Sec. 70-60. Definitions.
In this article: continue to operate under and comply with that . grant until the grant expires or until it is t'lrriri.;. . . nated by mutual agreement of the town and the . person,
or terminated as ·otherwise provided for by law. 'Ib the extent that a grant is inconsiStent· with ·the terms of this 􀁾􀁣􀁬􀁥􀀬 the terms of the grant shall .control. (c)1n order for
the· town to know which persons Own facilities ill the public rights-of-way, each person who owns facilities shall register. with the director and provide the following 􀁩􀁮􀁦􀁯􀁩􀁾
mation: (i) the person's name, (ll) a.phone number at which the person may be reached 24 homs a day; (iii) the current name, adcIress, and 􀁴􀁥􀁬􀁾 phone number(s) of a contact employed
by the person with biD:ding and decision-making authority for the person and who shall be respoDsible for. satisfying all information needs of the tdwri. (the "Contact"), and (iY) such
other information as the director may reasonably require. Each such "person shall· update and keep 􀁾􀁴 hislher registration with 􀁴􀁨􀁾 town at all times. 􀀨􀁏􀁲􀁤􀀮􀂷􀁾􀁯􀀮 000-005,
§ I, 2-8-00) STREETS, SIDEWALKS AND OTHER PUBLIC PLACES rights-of-way to prevent interference between them in the use ofthe public rightsof-way; . (8)· ASsist With scheduling cominon
trenching and 􀁳􀁾􀁥􀁥􀁴 cuts; 􀁡􀁉􀁩􀁾 .: . (9) Protect the safety, .security, appearance, and condition of the public rights-of-way. (Ord. No. 000-005, § 1,2-8-00) . s.ec. 70-58. Process.
A person to whom this article applies $hall: (1) Register with the town in accordance 􀁷􀁩􀁾 . section 7D-58(c) of this ,article (provided, however, that the holder of a franchise from
the town or of a license described in division 2 of this article shall not be required to register); . (2). Secure from the town a franchise, license or other authorization as maybe
required by the town to use the °public· rights-ofway (provided, however, that such require-.. ment .shall not apply to a certificated telecOinmunications provider); " . (3) Obtain an
eXcavation or other permit from .the town prior to working on any facilities .which requires (i) the breaking of pavement within the public rights-of-way, (ll) the interference with
any landscaping or any improvements located in.the public rights-of-way, or (iii) the partial or complete closure of any public rights-of-way; .. and . (4) Prior to construction of or
on any facilities, obtain approval from the town of Construction plans 􀁾􀁤 maps.in connec.tion with such work and give the town notice of the iDitiation of such work. (Ord. No. 􀁏􀁯􀁯􀀭􀁏􀁏􀁾􀀬
§ I, 2-8-00)· 􀁓􀁾􀁣􀀮 70-59. Scopej·re°gistration. (a) This article applies to all persons that place facilities in, on or over public rights-of-way. (b) AJ;ly person with a current,
unexpired consent, franchise, agreement or other authorization from the town ("Grant") to use the public rightsof-way that is in effect on..Janua. ry I, 2000 shall Supp. No. 2 ... (.....
-
entity who places, constructs, reconstructs, maintains, or repairs Facilities.on, in, over, or under the public rights-of-way. .,', ' Public rights-Of-way 􀁭􀁥􀀧􀁾􀀧 'the same as the:
term is defined in Texas Local 􀁇􀁯􀁾􀁥􀁲􀁮􀁮􀁩􀁥􀁮􀁴 Code, § 283.002(6), and being the area: within the tOv!n on, below, or above a public roadway, highway; street, public sidewalk,
alley, waterway, or utility easement in which the municipality has an interest. The term does not include the airwaves above . a Public Right-of-Way with regard to wireless telecommunications.
Utility means a publicly, privately, or coopera:' , tN'ely owned utility that proVides telephone, tele:. graph,'communications, electric, gas, heating, water, railroad, stOrm, sewer,
sanitary sewer, or pipeline service. (Oid. No. 000-005, § 1, 2-8-00); Sec. 70-61. Construction and maintenance. A person is subject to reasonable police power , ", regulation ofthe town
to manage its public rights-1 'of-wayin. connection with the construction, expansion, reconstruction, maintenance or repair of facilities in the public rights-of-way, pursuant to the
town's rights as a custodian ofpublic property, based upon the town's historic rights under state . and federal laws. Such regulations iD.clude, but are not limited to, the following:
. (1) Any facilities installed or constructed on, in, over or under the public rights-of-way shall: ' " a. Be constructed, reconstructed and maintained in accordance with plans approved
by the town, 􀁾􀁤 such ap-I ' proval shall not constitute a warranty that such plans conform with federal, state and/or local codes and regulations .applicable thereto; b. Comply with
all applicable laws or ordinances of the town, including, but not limited to; construction and/or excavation permits; , . c. Be done to the town's satisfaction at such times and in such
manner as not to interfere with the use of the, public rights'-of-way; ADDISON CODE c, 􀁇􀀭􀀢􀀺􀀬􀁾􀂷􀀬 -" .. . ..". '. "'...;.,. , ../d. Be constructed, reConstructed, and maintained
so that the public rights,of-way are kept in a neat and safe condition and iIi. golXi order and op-' erating condition, failing which, the town may do so at the eXpense ofthe person
owning the 􀁾􀁣􀁩􀁬􀁩􀁴􀁩􀁥􀁳􀀮 (2) 'In the event a person proPoses to perform open trenching within the public rights-, of-way, the person may be require4:t>y 􀁊􀁨􀁾 town, prior to
such performingopen trench-, ing, to conduct soil compaction testmg if the town determines, in its sole judgement, that the open trenching may have an adverse effect on any facilities
of the town, All costs incurred by tl;le, test, or any corrections thereof, shan be bome by the ,person. (3) In connection with the construction, reconstruction, removal, m$tenance,
or repair of a person's facilities which requires the excava1;ion ofthe public rights.of-way, ,the alteration of the surface ofor the interference with any landscaping or any improvements
located in the public rights-of-way, or the partial or complete closure of any public rights-of-way, at the town's town's request the person shall furnish the town accurate aild 'complete
information relating to the conStruction, reconstruction, removal, mainienance, or repair of facil:j.ties performed by.the person in the public rights-of-way. . (4) Aperson may be required
to place certain , facilities within the public rights-of-way underground, according 'to, the ,require 􀁾􀁴􀁳 of this ch'apter 70 and imy otha: applicable town requii-ements absent a
compelling demonstration by the person that, in any specific instance, this require-' ment is not reasonable, feasible or equally applicable to other similar users of the public rights-of-way.
. (5) A person shall perform operations, excavations and other construction in the pub-' lic 􀁲􀁩􀁾􀁴􀁳􀀭􀁯􀁦􀀭􀁷􀁡􀁹 in accordance with all applicable tOwn requirements, 'including
.the obligation to use trenchless technol-, CD70:8 § 70-60 Supp. No.2 II, --'l ( ,; II1
CD70:9 ",,1;;: 􀁾􀀬􀀮 --.../STREETS, SIDEWALKS AND OTHER PUBLIC PLACES § 70-61 struction and all required plans and draw-. ings have been approved in writing by the· towll, which. approval
will not· be unreasonably withheld, taking due consideration of the surrounding area and alternative locationS for the facilities and routing. For a permit issued in connection with
the excavation of any public rightsof-way, the person shall give to the town at least. 48 hours notice (which could be· at the 􀁾􀁥 of the issuance of the· permit) prior 'to underU»ring
any of the above listed activities on its facilities 'in, on, over or under the public rights-of-way; pro-. vided, however that this notice reqUirement may be waived .by tl;1e director.
The failure ofthe 􀁰􀁾􀁯􀁮to request and obtain a permit from the town prior to performing any of the allove listed activities in, on, under or over any public right-of-way, except in
'an emergency as provided for in section 70-139. ofthis chapter, will subject the person to ast;ast;op-work order from the . 􀁾 and 􀁥􀁄􀁲􀁾􀁲􀁣􀁥􀁭􀁥􀁮􀁴aCtion pUrsuant to . the town's
Code of Ordilumces,· other or-' dinances, rules or regulations. Unless otherwise provided in a regulation relating to a specific'permit (i.e., excavation permit10 days), if a person
fails to act upon any .permit within 90 calendar dRys of issuance, the permit shall become invalid, imd the person will'be requii-ed to obtain another permit or to obtain an extension
as may be approved by the director. (7) When a person completes cpnstruction, expansion, reconstruction, remO'ial. excavation or other. work, the person shan . .promptly restore the
public rights-of-way in accordance ·With applicable town re-. quirements. A person .shall replace and properly re-lay and repair the surface, base, irrigation system and landscape treatment
ofany public rights-of-way that may be excavated or damaged by reason ofthe erection, construction, maintenance, or repair of the person's facilities within 30 calendar days (unless
extended by the town for good cause) after completion of the workin accordance with existing standards of the town in effect.at the time of ogy whenever commercially economical and practical
and consistent with obliga-. tions on other similar users of the public right-o(-way. The town shall waive the " requirement of trenchless technology if it " determines that the field
conditions warrant the waiver, based upon information provided to the town by the person. All excavations and other construction in the . public rights-of-way shall be conducted 50 '.
as to minimize interference with· the use of public and private property. A perSon shall follow all reasonable .Construction directions given by the town in order to minimize any such
interfereD:ce. (6) A person must obtain a const;rUction or "other applicable permit prior to any exca-",vation, construction, installation, expansion, repair, removal, relocation or
maintenance ofthe person's facilities;.provided, however, that such a permit is not re-' quired for routine maintenance (A) that does .not (x) reqUire excavation of the' .public rights-of-way,
(y) alter the surface or interfere with any landscaping or public improvements located in the public rights-of-way, or (z) block 􀁾􀁣 l8nes or sidewalks, or (B) that requires the blocking
of traffic lanes or sidewalks for less than two hours if the person has first given to the directOr written notice of the date, time, location, general nature ofthe maintenance and such
other information as may be required by the director Te1ating to such routine maintenance. Unless waived by the director, an application for such a permit must be filed with the town
at leasqive ·business days prior to .any . work in connection ·with the person's fa-. cilities. In connection with such permit, a person shall furnish, among other information as may
be reasonably required by the town, coilsti-uction plans and maps showing the location and proposed routing of new" construction or recoristruction at least five business days before
beginning such construction or reconstruction. Aperson may not begin construction until the location ofnew facilities and proposed routing of the new construction or recon-Supp. No.2
. /. 􀁾 "l . /"'-'....' I(
§ 70-61 ADDISON CODE [' i·; '. " the work; provided, however, that such timetable shall apply only to the extent the same is not addressed in another ordinance, rule or regulation of
the town 'which requires a permit for any excavation, construction, installation, expan-' sion. repair, removal,. 􀁲􀁥􀁬􀁯􀁣􀁾􀁴􀁩􀁯􀁮 or maintenance of facilities. (8) Upon failure
of a person to perform or to initiate the performance of any' such repair or replacement work within five days after written notice has been received by the person (such notice having
been sent by the town to'the 􀁣􀁯􀁰􀀮􀁴􀁡􀁾QY either h.a.Q«;ldelivery, by facsimile transmission, or by certified mail, 'return receipt requested), the town may :rE!pirir such portion
of the . public rights-of-way as may have been disturbed by the person, its contractors or ' agents. Such written notice may be provided by upon receipt of an invoice from the town,
the person will reimburse the , town fox: the costs so incurred Within 30 , 'arIendar days frOm the date of of the town invoice. ProvidecI, however, that the pro-' visions of this subsection
(10) shall apply only to the extent the, 􀁳􀁾􀁥 is not addressed in another ordinance, nile, or regulation of the town which requires a permit for any excavation, construction, installation,
􀁾􀁡􀁮􀁳􀁩􀁯􀁮􀀬 repair, removal, 'relocation or maintenance of facilities. ' , ' (9) Should the town reasonably determine, within one year from 􀁾􀀦 date of·the completion of the repirlr
work, that the surface, base, irrigatiorisystem or landscape 􀁾􀁡􀁴􀁭􀁥􀁮􀁴 􀁲􀁥􀁱􀁾 additional res-,toration'work to return the affeCted prop:" erty to a condition at least equal to
the condition ofthe property immediately prior to the construction, a person shall perform such additional restoration work to the satisfaction of the town, subjeCt to all town remedies
as provided herein. (10) Notwithstandingthe foregoing, ifthe town determines that the failure of a person to properly repair or restore the public rightsof-way constitutes a safety hazard
to the public and after emergency notice to the person has been provided (to the extent reasonable under the circumstances), the town may undertake emergency repairs and ,restoration
efforts. A person shall promptly reimburse the town for all costs incurred'by'the town withiD. 30 calendar days from the· date of the town invoice; provided, however, that such timetable
, shall apply only to the extent the .same is not addressed in another ordinance, rule or regulation ofthe town which requires a permit for, any excavation, construction, ,installation,
expansion. repair, removal, relocation or maintenance of facilities. (11) Ifthe director declares an emergency with regard to the health and safety of, the citizens and requests by written
notice the removal or abatement of facilities, a person shall remove or abate the person's '. facilities by the deadline provided in the director's request. The person and the town shall'cooperate
to the extent possible to assure continuity of service. If the, 􀀻􀁰􀁥􀁾􀁮􀀬 after notice, firlls or refuses to act, the town may remove or abate the facility, at the sole cost and expense
of the person, Without paying compensation to the person and without the town incurringliability for damages. (Code 1982, § 16-44; Ord. No. 000-005, §1, 2-8-00) Sec. 70-62. Additional,obligations
oflicensee. .A person shall ·maintain a complete set of eilgineering plans of any facilities constructed or 􀁬􀁯􀁣􀁾􀁴􀁥􀁤 in the public rights-of-way.and shall furnish copies of the
engineering plans to the director in' a format used in the ordinary course of the 􀁾􀁮􀀧􀁳􀁢􀁵􀁳􀁩􀁮􀁥􀁓􀀸and as reasonably prescribed by the town, and as allowed by law. Upon the com
􀁰􀁬􀁥􀁴􀁩􀁯􀁾 of the constructing or locating offacilities· pursuant to such engineering plans and in the event that the facilities were not constructed or , located in accordance with
the plans, such plans shall be modified to reflect the actual construction or installation of facilities and such modified plans (excluding customer specific, proprietary or confidential
information) shall be provided to the town within 30' days of such completion. (Code 1982, § 16-45; Ord. No. 000-005, § 1, 2-8-00) Supp.No.2 CD70:10 ../
STREETS, SIDEWALKS AND OTHER PUBUC PUCES 􀁉􀀢􀀢􀁔􀁾 . 􀀬􀀢􀀮􀁾􀁩􀀮 Sec. 70-63. Indemnity. (a) Except as to certificated telecommunications providers, each person shall agree to promptly
defend, indemnify and hold the town, its officials, officers, agents and employees harmless from and . against all damages liability, costs, losses or' expenses (i) for the repair, replacement,
or reStoration of the town's property, equipment, materials, structures and facilities which are damaged, destroyed or'found'to be defective as a result of the .' person's' acts or omissions,
(ii) from and against any and all claims, demands, suits, causes of action, and judgments for (A) damage to or loss of the prQperty of any natural person (an individual), corpoI:ation,
company, association, partnership, firm, limited liability co"mpany, joint venture, joint stock company or association, and other such entity (including, but not limited to the person,
its agents, officers, employees and subcontractors, town's agents, officers and 􀁥􀁭􀁰􀁬􀁯􀁹􀁥􀁥􀁳􀁾 and third parties); and/or (B) death,'bodily injury, illness, disease, loss of services,
or loss of income or wages to' any person (individual) (including, but not limited to the agents, officers and 􀁥􀁭􀁰􀁬􀁯􀁹􀁾 ees of the person, person's subcontractors and town, and
third parties), arising out of, incident 􀁾􀀬 concerning or resulting from any negligent or . Willful act or omission' of the person, its agents, . 􀁥􀁩􀁮􀁰􀁬􀁯􀁹􀁥􀁥􀁳􀁾 and/or 􀁳􀁵􀁢􀁣􀁏􀁮􀁴􀁲􀁡􀁾�
� in the 􀁰􀁥􀁲􀁦􀁯􀁲􀁾 mance of any activities in 􀁾􀁯􀁮􀁮􀁥􀁣􀁴􀁩􀁯􀁮 with the facilities. . (b) This indemnity provision shall not apply to any liability resulting from: the negligence
of the town, its officers, employees, agents, contractors, or subcontractors. (c) The provisions of this indem.D.ity is .solely . for the benefit of the town and.is not intended to .
create or grant any rights, contractual or otherwise, to any other person or entity. (d) A certificated tel8C9mmunications provider shall indemnify the town in accordance with Section
283.057, Tex. Loc. Gov. Code. (Code 1982, § 16-46; Ord. No. 000-005, § 1,2-8-00) Sec. 70-64. Insurance. During the period .of time during which a person is performing any w()rk as described
herein § 70-64 within the public rights-of-way and during which a person's facilities are located in the 'public .rights-of-way, that person shall obtain and'mam-. tain commercial general
liability insurance, in-. cludIDg personal injury liability, premises operations liability, and contractual liability, covering, but not !iJnited to, the liability assumed under the
indemnification provisions set forth herein, with· limits of liability for. bodily injury, death and property damage or destruction of not less than $1,000,000.00 and other insurance
as may be . reasonably prescribed by the town with an insurance company licensed to do business in the State of Texas acceptable to the town. A person shall fm:nish the town. 􀁷􀁩􀁾
proof of insurance at the time of the request for building, excavation, or or other applicable permits or at such other time as the town may reasonably request. The town reserves the
right to review 􀁾􀁥 insurance requirementsand to reasonably adjust insurance coverage and limits when the director determines that changes in statutory law, court 􀁤􀁥􀁣􀁬􀁳􀁩􀁯􀁮􀁳􀁾
or the claims history of the industry or the personrequire adjustment ofthe coverage. For purposes of this section, the.town will accept certificates of self-insurance issued by the
State of Texas or letters written by the person in those instances . where the state does not issue such 􀁬􀁥􀁾􀀬 which provide the same coverage as .I:8quired herein. HQwever, for the
town to accept such letters the person must demonstrate by written information that it has adequate financial resources to be a se!f·insm:ed entity as reasonably determined by . the
town; based on financial information requested by and furnished to the town. A person sh8ll furnish, at no cost to the town, copies of certificates of insurance evidencing the coverage
required by this section to the town. 􀁔􀁨􀁾 town may request the deletion, revision or modi-. fication of 'particular 'policy terms, conditions,' 􀁾􀁴􀁡􀁴􀁩􀁯􀁮􀁳􀁯􀁲􀀺exclusions, Unless
the policy provisions are established by a law or regulation binding the town,' the person, or the undeiwrlter. If the town requests ·a deletion, revision or modification, a person shall
exercise reasonable efforts to pay for and to accomplish the change. (1) An insurance certificate shall contain the following required provisions: a. Name' the town of and its officers,
employees, board members and elected representatives as additional insureds for all applicable coverage; Supp.No.2 CD70:11 c ./
ADDISON CODE rI § 70-64 b. Provide for. 30 .􀁤􀁡􀁹􀁾 notice to the town for cancellation, non-renewal, or material change; and . . c. Provide that notice ofclaiiIis shall be provided
to the director by certified mail. (2) A person shall file and maintall1 proof of insurance with the director. An inSprance certificate obtained.in compliance with this section is subject
to town approval. The.town'm8.y require the certificate to be changedto··reflect changipg liability limitS. A person shall immediately advise the ... town 􀁡􀁴􀁴􀁯􀁲􀁉􀀺􀁬􀁾􀁙􀀮􀁑􀀨
􀁾􀁣􀁴􀁵􀁡􀁬􀁯􀁲 pqtentiallitigation that inay develop may affect an existing carrier's obligation to defend and indemnify. (3) Aninsurerhas no right ofrecovery against the toWn. The'required
insurance policies shall protect the person and the town. The insurance shall be primary coVerage for loss.es 􀁣􀁯􀁶􀁾 by the 􀁰􀁯􀁬􀁩􀁣􀁩􀁥􀁳􀁾 . (4) The policy clause "other insurance"
shall not apply to the town if the. town is an . insured under the policy. (5) The person shall pay premiums and assessments. A company which issues an insurance policy has no recourse
against . the town for payment of a premium or assessment. Insurance policies obtained by a person must provide that the issuing comp8.nY waives all right of recovery by way of subrogation
􀁾􀁡􀁩􀁮􀁳􀁴 the town in connection with damage covered by the policy. . The above insurance requirements may be met by 􀁡􀁰􀁰􀁾􀁣􀁡􀁮􀁴􀁳 with a cUrrent franchise or license and applicants
governed by 􀁃􀁨􀁡􀁰􀁾 283 of.the Texas Local Government Code ifthe current fran· chise, license or statutory indemnity adequately provides for insurance or bonds or provides an indemnity
in favor of the town. . (Qrd. No. 000-005, § I, 2-8-00) Sec. 70-65. Conditions of public rights-of-. 􀁾􀁡􀁹 occupancy. (a) In the exercise of governmental functions, the town has first
priority over all other uses of the public rights-of-way. The town reserves the right to lay sewer, gas, water, and othex: pipe lines or cables and conduits, and to do underground and
overhead work, and attachments, restructUring or changes In aerial facilities in, across;'along, over or under a public' 'street, alley. or public' rights-of-way occupied by aperson,
􀁾􀁤 to ch'ange the curb, 􀁳􀁩􀁤􀁥􀁷􀁾 or the grade of streets.. '. . .. (b) The town shall assign the 􀁬􀁯􀁣􀁡􀁴􀁩􀁾􀁮 in or over the public rights-of-way among. 􀁣􀁯􀁭􀁰􀁥􀁾􀁧.. users
of the public righbHif-way with 􀁤􀁵􀁥􀁣􀁯􀁮􀁳􀁩􀁤􀁾 eration to the public health and safety consider-.ations of each user type, mid to the' extent ihe . town can demonStrate that there
is limited space available for 􀁾􀁤􀁤􀁩􀁴􀁩􀁯􀁮􀁡􀁬 users, may limit new users, as allowed under sulte or federal law.• . . .. . (c) If.the town authorizes abutting landowners to occupy
space under the surface of any public street, alley, or public rights-of-way, the grant to an abutting landowner shall be subject to the rights of the previously authorized user of the
public 􀁲􀁩􀁧􀁨􀁴􀁳􀀭􀁯􀁦􀀭􀁷􀁾􀁹􀀮 If the town closes' or abandons a public right-of-way way that contains.aix)rtion .of a person's facilities, the town shall clos'e or abandon such
public right-of-way subject to the' rights of the person. . (d) If the town gives written notice,-a person shall, at its own expense, temporarily or peimanently, reJ;Ilove, relocate,
change or alter the position ofthe person's facilities that are in the public rights-of-way within 120 days, except in circumstances that require' additionaf time as reasonably determined
by the town based upon information provided by the person. For projects 􀁾􀁤 to take longer than 120 􀁤􀁡􀁾 to remove,'change or relocate, the. town will co!rl"er with person before
. determining· the alterations to be required and the timing thereof. The town shall give notice. whenever the town has determined that removal, relocation, change or alteration is reasonably
necessary for the construction, operation, repair, maintenance or installation of a town governmental llublic improvement in the public rights-of-way. This section shall not be construed
to prevent a person's recovery of the cost of relocation .or removal from private third parties who initiate the request for relocation or removal, nor shall it 6S ."Z"." -􀀺-"􀀧􀁊.􀀮.􀀺􀀧.􀀻􀀢􀁾􀀺􀀬
􀀡.􀀬-􀀾.􀁉'􀁾􀀻, ".._. cc Supp. No.2 CD70:12
I􀁜􀁲􀁾 STREETS, SIDEWALKS AND OTHER PUBLIC PLACES § 􀀷􀀰􀁾􀀱 I ' ,, -",.. ",iI I i' Il r, be required if improvements are solely for beau,tificaiion purposes without pricii joint deliberationand
agreement with the person. " " ' , If the person fails to relocate facilities in the time allowed by the town in this section: (i) the Person may be subject to liability to the tOwn
for such, delay 'and as set forth in the town Code or ' ordinances, now or here8fter enacted, and(ii) the town haS the riih_t,: to the extent allowed by law, ' to_relocate or Ca,uSe"to
be relocated the' affected 􀁰􀁯􀁲􀁴􀁩􀁏􀁛􀁬􀁾􀁾ofthefaci1ities and the person shall promptly reiiD.burse'the town for all costs of such reiocation. -, ...... -••.-.. :. •••• .. _.,.
, __.-. =. -0 ,Notwithstanding' anything in this subsection (d), 'the director and a, person may agreein writing to different time 􀁾􀁥􀁳 than those provided . above if􀁣􀁩􀁲􀁣􀁵􀁭􀁳􀁴􀁡􀁮􀁣􀁾􀁳reasonably warrant such a change. (e) A person may' trim trees in or 􀁯􀁶􀁾􀁲􀀬the the p,ublic
rights-of-way for the safe and 􀁾􀁥􀁬􀁩􀀮􀀸􀀮􀁾􀁬􀁥 operation,' use' and maintenance of its 􀁾􀁡􀁣􀁩􀁬􀁩􀁴􀁩􀁥􀁳􀁾 All tree' triiDming shall be: peiiormed in 􀁡􀁣􀁣􀁯􀁲􀁾 dance with
standards promulgated by the National Arborist Association and International S0ciety ofArboriculture, and should by done in such a manner to preserve 'as much vegetation and natural
shape oftrees as reasonably possible, and still accomplish a safe and effective tree trimming 'program.. Reasonable efforts shall be made to contact affected property owners prior to
necessary tree trimming operations. Should the person, its'contraCiOr or'agent, tail to remove such trimmings within 24 hours (unless a longer period is requi!:ed for extraordinary conditions
and conditions beyond the control of the person), the town may remove the trimmings or have them, re: moved, and upon receipt of a bill from the town, the person spall promptly reimburse
the town for all costs incurred within 30 working days. (f) Persons shall temporarily remove, raiSe or lower its aerial facilities to permit the moving of houses or other bulky structures,
ifthe town gives written notice of no less than 48 hours. The expense of these temporary rearrangements shall be paid by the party or parties requesting and benefiting from the temporary
rearrangements. Supp.No.2 Person may require prepayment or prior posting of a bond from the party requesting temporary move., ' (Ord. No. 000-005,'§ I, 2-8-00) Sec. 70:66. Governing
law. This article shall be construed in􀁾􀁡􀁮􀁣􀁥 with the town Code(s) and regulationS in effect on January 1,2000 to the extent that such Code(slor , regulations are not in conflict
with or in violation of the Constitution and laws ofthe United States or the, State of Texas, subject'to, the town's on going authority to adopt reasonable regulations to manage its
public rights-of-way, pursuant to the provisions of this article or as otherwise provided bylaw. ' (Ord. No. 000-005, § I, 2-8-00) Sec. 70-67. Unauthorized use of public rights-of-way.
The town may institute all, appropriate legal action"t;o prohibit any perSon from knowingly using the public rights-of-way unless the person has complied 􀁷􀁩􀁾 the terms of this article.
(Ord. No. 000-005, § 1,2-8-00) Sees. 70-68--70-80. Reserved. DMSION 2. LICENSE Sec. 70-81. Required for use of public rightof-way. Any' person 􀁯􀁰􀁾􀁲􀁡􀁴􀀮􀁩􀁄􀀮􀁧 a utility (other
than a certificated telecommunications provider) and seeking to place facilities on, in, under or over any portion of any public rights:.of-way, or any other area under the control of
the town now or hereafter existing,' shall first have obtained from the town a license or other authorization from the town as may berequh-ed by the town to use such right-of-way. The
issuance of a license shall not constitute a franchise and shall not replace any obligation to obtain a franchise, if applicable. (Code 1982, § 16-39; Ord. No'-00o-005, § 1,2-8-00)
, ADDISON CODE, (!II (' III I. § 70-82 Sec. 70-82. Application. " Persons desiring' a license as provided iIi' section 70-81 shall apply iD. writing 􀁴􀁯􀀧􀁴􀁾􀁥 direCtOr. The application
must be accompanied: by plarnfor drawings showing the area to be used, certified survey notes showing elevations ofthe area and a statement of the purpose for which the public rights-of-way
are to be used. , , ' (Code 1982, § '16-40; ,Ord. No. 000-005, § 1,2-8-00) Sec. 7()..83. Grant 􀁾􀁹 􀁾􀁩􀁴􀁹 council. IT, in the sole judgement ofthe city council, the requested use'is
not inconsistent with and does not unreasonably impair the public use of the public rights-of-way, the coUncil maybyordinance grant the license. (Code 1982, § 16-41;Ord. No. 000-005,
§ I, 2-8-(0) Sec. 70-84. Terms and conditions; duration; right 9f termination 􀁲􀁥􀁳􀁥􀁲􀁶􀁾􀁤by 'town. ' (a) The ordinance provided for in section 70-83 shall contain the terms and
conditions of the license and shall state 􀁴􀁨􀁾 tUD.e for which the license exists. Whether or not stated in the or'di-, nance, the city council retains the right to terminate a license
whenever in its judgement the purpose or use of the license is inconsistent With the public use ofthe public rights-of-way or whenever the purpose or use of the license is likely to
become a: nuisance. (b) IT a private license does not state the time for expiration, it will expire ten years from the date of the passage of the ordinance granting the license. . (c)
IT 􀁾 license to place aI;ld maintain the facil 􀁩􀁴􀁩􀁾 of' a ntili9' operated, by a 􀁾􀁥􀁲􀁮􀁭􀁥􀁮􀁴􀁡􀁬 entity on publ1c rights-of-way does not state the ' time for expiration, it
will expire upon expiration of the governmental entity's contract with' the town providing for mutual granting of rights-ofway' (Code 1982, § 16-42; Ord. No. 000-005, § 1,2-8-00) Sec.
'70-85. Annual fee for use ofpublic rightof-way. The annual fee for a license to use the public rights-of-way is $2.00 per linear foot of public 􀁲􀁩􀁧􀁨􀁾􀁦􀀭􀁷􀁡􀁹 traversed and $1,000.00
per public street crossing. All fees are payable in advancj!Jor 􀁥􀁾􀁣􀁨 upcoming,·,year ,until the licenSe is 􀁴􀁥􀁩􀁭􀁩􀁾 nated. The person to whom the license is granted, or licensee,
shall bear the entii-e cost of,constructing, reconstructing, 􀁭􀁡􀁩􀁮􀁾􀁧 and operating any facilities constructed on the public rights-:<>fway, and will not allow any mechanic's or
materialman's liens to be enforced 􀁡􀁧􀁾􀁴􀁴􀁨􀁥 public right-of-way by reason ofany such worK. (Code 􀀱􀀹􀀸􀁾􀀬 § 16-43; Ord. 􀁾􀁯􀀮 000-005, § 1,2-8-00) Sees. 70-86-70-110. Reserved.
ARTICLE rv., EXCAVATIONS . DMSION 1. GENERALLY Sec. 7Q..111. Definitions. " The, follow4J.gwords, .te!JIlS and phrases when used in 􀁾 article, shall 􀁾􀁶􀁥 the, meanings ascribed to
􀁴􀁨􀁾􀁾 in this 􀁳􀁾􀁯􀁮􀀬'exc;ept 􀁷􀁨􀁾􀁲􀁥 the context clearly indicates a different meaning: , Applicant means any person' 'making written application to the public works director
for an excavation Permit under this article. Excavation work means the excavation and other work Permitted under an excavation permit and required to be performed under th;is article.
Permittee means any Person who has been granted' and has in full force and effect an excavation permit 􀁩􀁳􀁳􀁵􀁾􀁤 under thiS article. Street 'means any street, highway, sidewalk, alley,
􀁡􀁶􀁥􀁮􀁾􀁥􀀬 or other 􀁰􀁵􀁢􀁬􀁩􀁾way or public 􀁧􀁲􀁯􀁾􀁤􀁳 ' in the 􀁾􀁷􀁮􀀮 " Working day means any Mond8.y, 'fuesday,. Wednesday, Thursday or Friday which is not 'a holiday observed
by the town. , (Code 1982, § 16-56; Ord. No,'000-005, § I, 2-8-00) Cross reference-Definitions generally, § 1-2. Sec. 70-112. Liability of town. This article sh.8ll not be construed
as imposing upon the town or any official or employee any liability or responsibility for damages to any per-C""'" " Supp, No, 2 CD70:14 , ,/
􀁯􀁾􀀧􀀻􀀺􀀭􀀧􀀻􀁾􀂢􀀮 􀀺􀁾􀁾􀁾 􀀮􀁾􀀮􀀡􀀮􀁾 .. :" STREETS, SIDEWALKS AND OTHER PUBLIC PLACES § 70-114. (!i II! i Son injured by the performance of any excavation work for which an excavation
permit is issued under this article; nor· shall.the town or· 􀁾􀁹 .official or .employee thereof· be· deemed to have assumed any such liability or responsibility, by reason of inspections
authorized hereunder. the issuance.of any permit or the approval of any excavation· work. (Code 1982. § 16-90.5; Ord. No. 000-005. § 1. 2-8-00) . Sec. 70-113. Routing of traffic. : (a)
The permittee U1lder this article 􀁳􀁾 take appropriate measures to assure that during the .performance of the excavation work, traffic conditions as nearly normal as practicable shall
be maintained at'all times 50 as to caUse 'as little inconvenience as possible to the Occupants ofthe abutting property and to the 􀁧􀁥􀁮􀁾 public, provided that the public works director
may permit the closing of streets to. all traffic for a period of time prescribed. by him i( iIi his opinion. it, is necessary. No'. iIiterference With tx1rlIic flow on town streets
shill be permitted during."the hoUrs of 6:30 am. to 9:30 am. and 3:30 p.m. to 6:30. p.m.. Mondays through Fridays; provided, however. that on Belt Line Road and Midway Road, no interference
Witll tnrlJic flow will be permitted during 􀁴􀁨􀁾 hOurs of ' (1)' 6:00 am. to 10:00 p.m. Mondays through Thursdays. (2) 6:00 a.m. Fridays through 3:00 a.m. Saturdays. (3) 9:00 a.m.
Saturdays through 3:00 a.m. Sundays. . .. . .(4) 9:00 a.m.. Sundays through 10:00 P.lJl•.. Sundays. ' . Contractors.working for the town on contracts awarded by the town' prior to May
23. 1995. are . exempt from the Belt Line Road and Midway Road time restrictions. Emergency closures during these hours m,ay be permitted with the approval of the public works director.
The permittee shall rou,te and control traffic including its own vehicles as directed by the police department. (b) The following steps shall be taken before any street 􀁾􀁲 part thereof
may be closed or restricted, to traffic::' -.' . (1) The permittee must receive the approval ofthe public works director'and the police. department therefor; . . (2) The permittee must
notify the dlief«the' fire 4epartment of any street 50 closed; . (3) Upon completion of construction work,,' the permittee shall notify the publicworks director. fire department and
the police department before traffic is moved back to its normal flow so that any necess8;l'Y . acljustments may.be made; and (4) Where flagmen lire deemed necessary by the public works
director. they shall be. furnished by the 􀁾􀁴􀁴􀁥􀁥 at .its own expense. Through traffic shall .be main-. tained without the aid of. detours. if possible:In instances in which this
would not . be feasible. the public works. director-llZill . designate .detouni. The town. shall mamtain roadway surfaces of exiSting highways designated'as detours without expense to
the permittee. but in case there' are no existing highways. the permittee shall construct all detours at its expense 􀁡􀁮􀁤􀁩􀁮􀁣􀁯􀁾􀁾􀁴􀁹􀁷􀁩􀁴􀁨􀁴􀁨􀁥􀁳􀁾􀁣􀁡􀁍􀁮􀁳 of the public
works director. The pennittee will be 􀁲􀁥􀁳􀁰􀁯􀁾􀁳􀁩􀁢􀁬􀁥 for any unnecessary damage as may be determined in the public works director's sole discretion caused to .any highways by
the operation of its equipment. _ . (Code 1982, § 1&:63; e>rd. No. 􀀰􀀰􀀰􀀭􀀰􀀰􀀵􀁾 § 1; 2-8-00) .' '. ," Sec. 70-114. 􀁃􀁬􀁥􀁾􀁣􀁥 􀁦􀁯􀁾 fire equipment. ' The excavation work shall
be performed and conducted sO as not to interfere with access to fire stations and fire hydrants. Materials or obstructions shall not be placed Within 15· feet of fire hydrants. Passageways
leading to fire escapes or firefighting equipment shall be kept free of excavated material or other obstructions.' . (Code 1982. § 16-64; Ord. No. 000-005. § 1. 2-8-00) Supp. No.2 CD70:15.¢i
􀁾􀀮 .." ../
􀁾􀀭􀀭􀀭􀁟.. 􀁟􀀭􀁾􀀭􀀭􀀭􀁟.. 􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀮􀀭􀀭􀀭􀁟􀀮􀁟􀀭􀀭􀀭􀀮􀀭􀁾􀀭􀀭􀀭􀁟􀀮􀁟􀀭􀀭 .._... -_..•.... 􀀭􀀭􀀭􀁾􀀬􀁟 .._--'----§ 70-115 ADDISON CODE Sec. 70-115. Protection of traffic.
The permittee under this aiticle shall erect and maintain suitable timber barriers to coirline e.a:rth .. from trenches or 􀁯􀁾􀁥􀁲􀀮excavations in order to encroach upon streets as
little as possible. The permittee shall construct and 􀁭􀁾􀁴􀁡􀁩􀁮 adequate and safe crossings over excavations and across' streets under improvement to accommodate vehicular and pedestrl8.n
traffic 'at all street intersections. Vehicular crossings shall be constructed and maintained. ofplank, timbers and blocking of adequate size to accommodate vehicular traffic safely.
Decking shall be not less than four inches thick an!! shall be securely fastened together with heavy wire and staples. Pedestrian crossings shall consist of 􀁰􀁬􀁾􀁧 three inches thick,
12 􀁩􀁮􀁾􀁥􀁳 wide and of adequate length, together with necessary blocking. The walk shall be not less than three feet in width and shall be provided with a railing as required by the
public works director. (Code 1982, § 16-65; Ord. No. 000-005, § 1, 2-8-00) Sec. 70-116. Barricades. A permittee 􀁾􀁤􀁥􀁲 this article shall be responsible for the placement .of barricades,
warning signals and signal lights sufficient to warn the public ofhazard and which are in compliance with the town ordinances 􀁣􀁯􀁾􀁣􀁾􀁧 barricading of public streets. (Code 1982,
§ 16-66; Ord. No. 000-005, § 1, 2-8-00) Sec. 70-117. Removal and protection ofutilities.: The permittee under this article shall not interfere with any existing utility without the written'
􀁣􀁯􀁮􀁳􀁾􀁮􀁴 of the .utility c;ompany or person owning the utility. If it becomes necessary to remove an ensting utility, this shall be done by its owner. No utility owned by the town
shall be moved to accommodate the permittee u,nless the cost of such work be borne by the pemiittee. The cOst of moving privately owned utilities shall be similarly borne by the permittee
unless it makes other arrangements with the person owning the utility. The permittee shall support and protect by timbers or otherwise all pipes, conduits, poles, wires or other apparatus
which may be in any way affected by the excavation work, and do everything necessary to support, sustain and pro-. tect them under, over, along or across 􀁳􀁵􀁾 work. In case any ofsuch
pipes, conduits, poles, wiz:es or apparatus should be damaged, they shall be re., paired by the agency or person owning them, .and the expense ofsuch repairs shall be charged to the
permittee, and his bond shall be liable therefor. The permittee shall·be responsible for any damage done to any public or. private property by reason of the breaking of any water pipes,
sewer, gas pipe, electric conduit or other utility. The permittee shall. inform itself as to the existence and location of all underground utilities and protect such utilities against
damage. (Code 1982, § 16-67;Ord. No. 000-.005, § 1,2-8-(0) Sec•. 70-118. 􀁐􀁲􀁯􀁴􀁥􀁣􀁴􀁩􀁯􀁾 􀁾 of adjoining property. 􀁔􀁨􀁾 permittee under this article shall. 􀁡􀁾􀀮 ali times and
at his own expense preserve and protect from injury any adjoining PI'f)perty by provjding .proper foundations and taking other measures suitable for the purpose. Where' in the protection
ofsuch property it is necessary to enter upon private property for. the purpose of taking apPI'llpriate protective measures, the .permittee shall obtain a license from the owner of such
private property for such purpose, and if he ca:n.-not obtain a license from such owner, the public works director may authorize him to enter the priv:ate premises solely for the purpose
ofmaking the property safe. The permittee shall, at his own expense, shore up and protect all buildings, walls, fences or other· property likely to be damaged during· the progress of
the excavation work and shall be responsible for all damage to public or private property or highways resulting from its failure properly to protect md cariy out such work. Whenever
it may be necessary for the permittee to trench through any lawn area, the· sod shall be careruni cut and rolled and replaced with live sod after ditches have been back:tilled /lS required
in this division. All construction and maintenance work shall be done in a manner . calculated to leave the iawn area clean of earth and debris and in a condition as nearly as possible.
to that which existed before suchwork began. The permittee shall not remove, 'even temporarily, any trees or shrubs which exist in streets without first 􀀨􀁾 ".--I .. I :' I Supp. No.2
CD70:16
_____..__••• -__ 0-..... 􀀭􀁟􀁾􀀮􀁟•••• 0 __ ••••􀁟􀀮􀁾__._••• _._ ._0 • __ .... _._"-_........;"",. ......... _ ••• CD7Q,17 ..􀀱􀀮􀀧􀁾 ,./STREETS, SIDEWALKS AND OTHER PUBLIC PLACES
§ 70-124 Sec. 70-124. Damage to 􀁥􀁸􀁩􀁾􀁴􀁩􀁮􀁧 improvements. All damage done to existing improvements during the progress of the excavation work shall be repaired by the permittee
under this article. Materials for such repair shall conform with the requirements ofany applicable code or ordinaI\ce. If upon being ordered, the permittee fails to (c) The permittee
and the engineer shall indemnify and hold the town harmless from .any .damages or injuries resulting from a failure ofthe 􀁾 plan .or its 􀁩􀁭􀁰􀁬􀁥􀁭􀁥􀁾􀁴􀁡􀁴􀁩􀁯􀁮to meet occupational
safety and health administration standards. (Code'1982, § 16-70.1; Ord. No. 000-005, § 1,' 2-8-00)' 􀁾 . . . Statelaw reference-Trench safety, V.T.C.A., Health and Safety Code § 756.021
et seq. . . Sec. 􀀷􀀰􀀭􀀱􀀲􀁾􀀮 Attractive nuisance. 􀁾 It shall be' .unlawful for the permittee tinder this article to'suffer or permit to remain 􀁵􀁮􀁾 guarded at the place ofexcav:ation
or opening any machinery, 􀁥􀁱􀁵􀁩􀁰􀁾􀁥􀁮􀁴 or other device having the 􀁣􀁨􀁡􀁲􀁡􀁾􀁴􀁩􀁣􀁳of an attractive nuisance likely to attract children and be hazardous to their safety or health.
. . (Code 1982, § 16-71;Ord. No. 000-005, § 1,"2-8-00) Sec•..70-123. Care of 􀁾􀁸􀁣􀀮􀁡􀁶􀁡􀁴􀁥􀁤material. All materla1 excavated from or other materials stOred next to trenches and
piled' adjacent 'to the trench or in any street 􀁳􀁨􀀸􀁬􀁬􀁾􀀴􀁭􀁤􀀺main . taiD.ed in such manner as not to endanger those working in the trench, pedestrians or users ofthe streets,
and so that as little inconvenience as possible is 'caused' to those using streets and adjoining propeJ;ty. Where the confineS ofthe area being' excavated are'too narrow to permit the
piling of excavated material beside the trench, such as might" be the case in a narrow alley, the . public works director shall have the authority to require that the permittee haul
the excavated material to a storage site and then rehaul it to the trench site at the time ofbackfilling. It shall be . the permittee's responsibility to secure the necessary permission
􀁡􀁮􀁤􀀧􀁮􀁩􀁡􀁫􀁾 all'necesSary aiTange..:·· .. ments for all required storage and disposalsites.(Code 1982, § 16-72; oro. No. 000-00.5, § 1,2-8-00) . Supp. No.2 Sec. 70-119. Sidewalk
excavations. Any excavation made in any sidewalk'or wider a sidewalk shall be provided with a 􀁳􀁵􀁢􀁳􀁾􀁴􀁩􀁡􀁬 and adequate footbridge'over such excavation on the line of the sidewalk,
which bridge shall be at least three feet wide' and securely railed on each side so that foot passengerS 􀁾 pasS over.safely at all times. . (Code 1982, § 16-69; Ord: No. 000-005, §
1,2-8-00) Sec. 70-121. Industry 􀁳􀁴􀁾􀁤􀁡􀁲􀁤􀀮􀁳􀂷􀁴􀁯􀁾 be followed in street and sidewalk excayations;indemnit)r. (a) The pians J>y a permittee under this 􀁾􀁣􀁬􀁥 for all trenches
whose depth will equal or will exceed. five feet shall.include detailed plans and specifications showing a trench safety sYstem which meets occupational safety·and health administration
standards. (b) The permittee and a registered professional engineer shall certify that the trench safety system set forth on the submitted plan meets and complies with all occupational
safety and health administration standards. 􀁾 70-.120.· Protective measures. The permittee under 􀁾 this article shall erec:t such fence, r8ili.ng or barriers about the site ofthe excavation
work as shall prevent.danger to' persons using the town 􀁳􀁾􀁥􀁴􀁳 or sidewalks, ,arid such protective barriers shall be Diairitained until the w()rk shall be completed or the danger
removed.􀁾 At twilight, there shall be' placed upon 􀁾 such place of excavation and upon any excayated materials or structures or􀁾 other obstructions to streets suitable and sufficient
liihtS which shall be kept burning throughout the night during the rilaintenance of such􀁾 obstructions. It shall be unlawfui for.anyone to 􀁾􀁭􀁯􀁶􀁥 or tear 􀁤􀁯􀁷􀁩􀁩􀀧􀁾􀁴􀁨􀁥 fence
or railing or other protective barriers or any lights provided there for the protect,ion' of the 􀁾􀁢􀁭􀀮 . (Code 1982, § 16-70; Ord. No. 000-005, § 1,2:-8-00) having notified and obtained
the consent of the appropriate town department or town official having control of such PrQperty. 􀁾 . ;, . (Code 􀀱􀀹􀁾􀀲􀀬􀂧 16-68; Ord. No. 006-005, § 1, 􀀲􀁾􀀸􀀭􀁯􀁯􀀩 r 􀁾 I
􀀢􀀭􀀭􀀧􀀭􀀧􀀭􀁾􀁾􀁾􀀭􀀭􀀢􀀧􀀭􀀭􀀭􀀭􀀢􀀭􀀧􀀭􀀧􀀭􀀢􀀧􀀭􀁟􀀮􀀢􀀭􀀧􀀭􀀧􀀢􀀭􀀧􀀧􀀧􀀭􀀧􀀧􀀮􀀭􀀧􀀭􀀧􀀧􀀧􀀧􀀧􀀭􀀧􀀧􀀧􀀧􀀭􀀭􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀭􀀭 ,-.'.'''-'-.. 􀀧􀀭􀀭􀀭􀀭􀁾􀁟􀀮􀁾􀀮􀁟􀀭 _., -. .ADDISON
CODE rI , ' , § 7Q.124 furnish the necessary labor and materials .for such repairs, the public works director shall have the authority to cause such necessary labor and materials to
be furnished by the town and the cost shall be charged ,against the permittee, and ,the permittee shall, also be liable on his or its bond therefor. (Code 1982, § 16-73; Ord: No. 000-005,
§ 1,2-8-00) Sec. 70-125. Property lines and 􀁥􀁡􀁳􀁥􀁭􀁥􀁮􀁴􀁳􀁾, Property lines and limits of easements shall be indicated on the plan of excavation submitted with the' application
for the exCavation permit and it shall be'the permittee's responsibility to ' confine excavation'work 'within these limits. (Code 1982, § 􀀱􀁾74; Ord. No. OOO-b05, § 1, 􀀲􀁾􀁏􀁏􀀩 Sec.
70-126. Cleanup. As the excavation work progresses, all streets and private properties shall be be thoroughly cleaned of.all rubbish, excess earth, rock and other debris '. reSulting
1i:om such work. All cleanup operations at the location"'ofsuch excavation shall be acc9m-: " plished at the expense ofthe permittee under this article and sl;1all be completed to the
satisfaction ofthe public works director. FrOm time to time as may be ordered'by the pqblic workS cfuector and in any event immediatel:x. after completion ofsuch work, the permittee
shall 􀁾􀁴 his, or its own expense clean up and remove all refuse and unUsed materials of any kind resUlting from, such work and. upon failure to do so' within 24' hourS after having
been notjfied . to do so, in writing by the public works director, such work may be done by the public works director and the cost thereof charged to the perniittee, and the permittee
shall , also be 􀁾􀁊􀀾􀁬􀁥 for the cost thereof under.the surety bond provided in this article. ' (Code 1982, § 16-75; Ord. NO'. 000-005, § 1,2-8-00) Sec. 70-127. Protection of watercourses.
The permittee under this article shall provide for the flow of all watercours'es, sewers or drains intercepted during the excavation work and shall replace such watercourses, sewers
or drains in as good condition as it found them or shall make such provisions for them as the public works director may direct. The permittee shall not obo struct the gutter of any street
but shall use all ' proper measures to provide for the free passage'of suiface water. The permittee shall make provision to take care of all surplus water, muck,'silt; slickings or other
run-off pumped from excavations or resulting from sluicing or other operations and shall be responsible for any damage ,resulting from :its' failure to so provide. ' (Code 1982, § 16-76;
Ord. ;No. 000-005, § 1, 􀀲􀀭􀀸􀁾􀀰􀀰􀀩 Sec. 70-128. Breaking tlirough pavement. ',Whenever it is 'necessary to break through existing pavement for excavation purposes and where trenches
are to be four feet or Over in depth, the pavement and the base shall be removedto at least 12 inches beyond the outeilimits of the subgrade that is to be disturbed in order to prevent
settlement; 􀁡􀁮􀁾 a 12-inch 􀁓􀁩􀁩􀀹􀁵􀁬􀁾 der of undisturbed material shall be provided on each side of the excavated trench. The face' of the remaining pavement shall beapproxinia,tely
vertical. A power-driven' concrete saw shall be used so as to permit 􀁾􀁯􀁭􀁰􀁬􀁥􀁴􀁥 breakage of con'crete pavement or base without ragged edges' for the full,depth of the pavement.
􀁾􀁰􀁨􀁡􀁬􀁴 paving shall be scored or .otherwise cut iri a straight J.i.ne. No pile driver may be used in 􀁾􀁲􀁥􀁡􀁫􀁩􀁮􀁧up the pave-􀁭􀁾􀀧 , ".. (c<>:de 1982, § 16-77; Ord. No. 000..005,
§ 1, 􀁾􀀭􀀸􀀭􀀰􀀰􀀩 Sec. 70-129. Jacking, boring; or tunneling•. (a) Description. This section shall govern for the provision of the required opening for the installation of􀁾􀁯􀁮􀁤􀁵􀁩􀁴􀁳by
the methods ofjacking, boring, or tunneling as shown on the plans and in 􀁣􀁾􀁮􀁦􀁯􀁲􀁭􀁩􀁴􀁹􀀬with the 􀁳􀁰􀁥􀁣􀁩􀁦􀁩􀁣􀁾􀁴􀁩􀁯􀁾􀁩􀁮this section., (b) Construction requirements. Where
encasement or carrier pipe is required to be installed under railroad embankments or under highways; streets, or other facilities by jacking, boring or tunneling methods, 􀁣􀁾􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀁩􀁯􀁮shal
l be made in a manner that will not interfere with the operation ofthe railroad, highway or other facilitY. and will not weaken or damage any embankment or structure. The drilling or
pilot holes for the alignment of pipe prior to its installation by jacking, boring or tunneling will be a requirement. The contractor shall take the proper precautions to 􀁾􀀧􀀻􀀧􀁾􀁽􀀺􀀺􀀢􀁾
·-:..􀀬􀀺􀂷􀁾􀀬􀀭􀀺􀂷􀁣􀁬􀀢􀂷􀁴􀁾􀁾 ......'...--c. Supp. No.2 CD70:18
( . '..... }--.-;.. '-------" STREETS, SIDEWALKS AND "OTHER PUBUC PLACES Il. II fi ................ I· ! avoid excavating earth or rock or shattering·rock beyond the limits of excavation
needed to install the conduit. . (c) Construction by jackiryJ. (1) Ifthe grade of the pipe at the jacking end is below the ground surface, suitable pits or trenches shall be· 􀁥􀁸􀁣􀁡􀁶􀁡􀁾
for the purpose of conducting the jacking 􀁯􀁰􀁥􀁲􀁡􀁾 tions lind for placing end joints of the· pipe. This excavation shall not be carried . to a greater depth than is required for
. placing'of'the guide and jiCkiDg" timbers" and no nearer the roadbed than two feet. .. :. .• • .' .•.• -.... ..•. 0.· • .". .(2) At the other end of the pipe, an approach trench shall
be" excavated accurately to grade. All open 􀁴􀁲􀁥􀁮􀁾􀁥􀁳and pits shall be braced and shored in such a manner· as will adequately prevent caving or sliding . ot the walls into the open
trench or pit: (3) Heavy duty jaCks suitable for forcing the pipe through the.embankment shall be . provided. In operatirig jacks, eve.n pres.sure shall be applied to all jackS used.
A suitable jacking' head' not less than six inches lSrger than the outside diameter of the pipe, usually 0.£ timber, and suitable braciIig between jacks and·jacking head shall be provided
so that pressure will be applied to the pipe uniformly around' the ring ofthe pipe. Thejacking head shall be ofsuch weight and dimensions that.it will . not bend or deflect when full
pressure is applied at the jack. Thejackinghead shall be provided with an opening for the removal of excavated material as the jack ·ing proceeds. A suitable jacking fioanle or ,backstop
shall be ·provided. The pjpe to be jacked shall be set on guides which are straight and securely braced together in such a manner to support the section of the 'pipe and to direct it
in the proper line and grade. All timber and other materials used in the construction of the jacking assembly will be of such quality and elimensions that they will withstand all stresses
to to which they are subjected in such a manner as to ensure even pres-. sures oil the pipe during jacking opera-§ 70-I29 tions. The ·whole jacking assembly shall be placed so as to
line up with the directi.on and grade of the pipe. (4) As the jacking proceeds, the embank:m:ent mate.rial shall be excavated slightly in. such a manner to avoid making the excavation
largerthan the outside diameter of the .pipe, with the excavated materia1 being remOved through the pipe. 'rhe excavation for the underside of the pipe, for . at 􀁬􀁥􀁾􀁴 one:-third
of the 􀁾􀁵􀁭􀁦􀁥􀁲􀁥􀁮􀁣􀁥of the pipe, shall conform to the'contour and grade ot the pipe. The excavation for the top half of the. pipe shall conform closely . to the outside diameter
of the pipe 􀁾􀁤 a clearance" greater than two 􀁩􀁮􀁾􀁥􀁳 pipe ··,and "the· earth will be :filled with grout . propOrtioned 1:7 niinimum miXgroutwith "five percent to 40 percent air
entrainment. Grout holes may be provided in the pipe or grouting may be made through drill holes from the ground .surface if ·practicaLThe grouting"shall f<jllow immediately upon completion
of the jacking operation. (5) All carrier piPe installed by"jacking shall be 􀁳􀁵􀁰􀁾 by qualtei: point cradle of 2,000 psi concrete across the jacking pit and to the first joiOt in
the ditch section on each end. (6) The distance that the excavation shall 􀁾 extended beyond the end of the pipe depends on the character of the material, but it shall not exceed two
feet in any case. The pipe, preferably, shall be jacked from the low. or 􀁤􀁯􀁷􀁮􀁳􀁾􀁥􀁡􀁭end. (7) .When the jacking of pipe is once begun, the operation shall be carried on without
interruption, insOfar as practicable' to prevent the pipe from 􀁢􀁾􀁯􀁭􀁩􀁮􀁧firmly set in the embankment. . (8) Any pipe damaged in jacking operations shall be repaired or removed and
replaced by the contractor at his entire expense. (9) The pits or trenches excavated to facilitate jacking operation shall be filled immediatelyafter thejacking ofthe pipe has .', Supp. No.2 􀁃􀁄􀀷􀁾􀀨􀀱􀀹 ,¢.i; ./
, -._-------_ __._ _..',_._._ _-..1'-"'" ADDISON CODE cr-:'' current electrical code of the town. the contractor shall maintain the tunnel ,air in a condition sUitable for the health
of the workmen .and sufficiently clear for · surveying operations. A sufficient supply of fresh air shall be provided to make for the quick and 1:Omplete removal of gases and d':lSt
resUlting from blasting or other tunnel operationS. Except 􀁾􀁨􀁥􀁮 unnecessary due to natural ventilation, artificial 􀁶􀁥􀁮􀁴􀁩􀁬􀁡􀁴􀁩􀁯􀁾 shall be 􀁭􀁡􀁩􀁮􀁴􀁾􀁥􀁤􀁩􀁮 the tunnel
by ventilating 􀁰􀁬􀁾􀁴􀁳 of ample capacity operated when,needed to meet the preceding requirements. (3) If required by the plans or if required for safety, suitable steel or 􀁴􀁩􀁭􀁢􀁥􀁲􀁳􀁬􀀡􀁾􀁴􀁩
􀁮􀁧􀀬􀀺􀁾􀂷􀀻􀂷􀂷􀂷 shoring and bracing shall be 􀁵􀁳􀁥􀁤􀁴􀁩􀀻􀁌􀁳􀁵􀁾􀀬􀀺􀀻􀁾􀀭􀁟􀀮􀁾.,-. port the sides' and roof ofthe 􀁥􀁸􀁥􀀸􀀮􀀻􀁡􀁴􀁩􀁯􀁩􀀻􀂷􀀺􀀺􀀺􀀧􀂷􀁾􀂷􀀺 Supports may be
left in place 􀁰􀁲􀁯􀁶􀁩􀁤􀁾 that they clear the encaSement or em:rier . pipe. (4) Nothing contained in this seetion'shalr-.: ....:-.:-: ... · prevent the·corih-actor from placing such
-' C temwrary or peImanent supPorts' as he . . .. ' . · shall deem 'neCessary, nor'shallit be con 􀁳􀁴􀁲􀁵􀁾 as relieving the contractor from his full responsibility for the' safety
of the ' work, and for all damages to persons and property, .. . .. (5) If the tunnel is to be lined with concrete as. a' monolithic structure, then the overbreak, if any, or .voids
will be poured With concrete of the required strength as'-. detailed on.plan. If the strength is not indicated, the 28-day strength Will be a minimum of 3,000 psi. (6) Unless 􀁾􀁴􀁨􀁥􀁲􀁗􀁩􀁳􀁥
indiCa:ted' or specified, the entire void between the outside of the pipe and the tunnel walls or the inside face ofthe tunnel lining shall be backfilled' with concrete having a minimum
compressive strength of 2,000 pounds per square inch at 28 days or 1:7 minimum mix grout with five percent to 40 percent air entrainment. (7) No concrete or grout shall be placed around
the pipe unless the permanent sheeting, bottom, sides and roof of the tunnel are in· § 70-129 been completed unleSs an 􀁥􀁮􀁣􀁡􀁳􀁥􀁭􀁾􀁮􀁴only has been installed; in which case, the
trenches and pits shall be left open until .. the carrier pipe has been laid through and manholes have been built if required. . (10) The pits or trenches will then be backfilled in
accordance with the location and 􀁣􀁯􀁮􀁾 ditions as are covered elsewhere in these specifications. , . . (11) Ifa carrier pipe is laid through an: encasement pipe, the bedding. of 􀁾􀁨􀁥􀁤
rock, . concrete,. grout· or granular material, if my, will be considered a part of the jacking operation. . ' : • # •. ' . (d) 􀁃􀁯􀁮􀁳􀀡􀁮􀁩􀁃􀁩􀂧􀁉􀁪􀁾􀀶􀁩􀁊􀁉􀀲􀁦􀁪􀀱􀁪􀁃􀀭􀀺􀀧 The
􀁨􀁯􀁬􀁾 shall be bored inechaDiCaUyWitlia-suitilble boring assembly/designed 10 prodUce a smooth, straight shaft , and so operated that the completed shaft will be at the established
lirieand grade. The size of the bored hole shall be of suCh 􀁤􀁦􀁡􀁭􀀮􀁥􀁾􀂷 to provide ample 􀁣􀁬􀁥􀁥􀁡􀁲􀁡􀁮􀁣􀁥􀁾􀀭􀁦􀁯􀁲􀀭􀁣􀁢􀁥􀁬􀀱􀁳􀀧or other joints. All carrier pipe installed
by boring shall be supported by qulirter point cra.dle"'"'of-'2;OOOpsi' concrete· across the boring pit and to the first joint in the ditch section on, each end. All voids will be grouted
with a'1:7 miniJ.:D.Um mix with five Percent to 40 percent air entrainment, and will be considered a part, of the unit price ofthe boring operation. (e) ConstruCtion by tunneling.' (1)
The tunnel shall be excavated in such a manner and to such dimensions which willpermij; 􀁰􀁬􀁡􀁾 of the proper supports necessary to protect the excavation. (2) All equipment operated
in the tunnel shall be Powered by either air or eleCtricity. No . equipment will be permitted in the tunnel' that uses a petroleum product for fuel. Electric lights shall be used for
illumination of the tunnel construction, for illumination of completed portions ofthe tunnel used for passage, and wherever lighting is needed for inspeCtion of the work. Sufficient
number of 􀁬􀁾􀁰􀁳 shall be used to properly illuminate the work, and all wiring for electric power and lights shall 'be . installed and maintained in a s8.fe and secure manner 􀁾 accordance
with the 􀀮􀁾􀀮 I' I Supp. No.2 CD70:20
STREETS, SIDEWALKS AND OTHER PUBLIC PLACES (" II rII 􀀨􀀢􀁾􀀢􀀮􀀢􀀺􀀬 \ 'L ; 􀁾 -..:::.... a condition satisfactory to the public works director. The minimum thickness of con 􀁣􀁲􀁾􀁴􀁥
or grout backfill shall be 􀁾􀁴􀁡􀁩􀁮􀁥􀁤 throughout. Concrete required for back:filI " " in excess of the" minimum dimensionS shown on plan will be at the entire expense of the contractor.
"" (Code 1982, § 16-78; Ord. No. 000-005, § I, 􀁾􀀭􀀸􀀭􀀨􀀰􀀩 ",. . .. -Sec. 70-130. Backfilling. . Unless w8.ivedby the"" public works director, backfimng in any"street opened" or "eXCavated
pursuant to an excavation" permit" issued under this article shall be compacted tOa"minimwiJ. dry density of95 pelCent of standard proctor density, within three perc@tofoptimUm moi,sture.
Coni.pacting shall be done by mechanical tampers or vibratoni by'rolling in layers, as reqUired by the soil in"question and soUnd eDgineering practices gener8ny recognized in the coDstruction
industry. The public works director shall have the right to "require testing 􀁾 􀁾􀁥􀁴􀁥􀁉􀁭􀁩􀁮􀁥the 􀁣􀁯􀁩􀁮􀁰􀁾􀁣􀁴􀁩􀁯􀁮􀀬􀀢􀁾􀁤 'such testing shall be at the expense ofpernlittee.
(Code 1982, § 16-79; Ord. No. 000-005, § 1,2-8-00) sec. 70-131. Dry 􀁢􀁡􀁣􀁾􀁧􀀻 Backfilling up to the first 12 inches above the top of the utility pipes" or similar installations shall
be done in four-inch to Six-inch layers. Each laYer is to be tamped by manual or mechairlcal" " means. LayerS that ,are hand tamped shall not exceed four inches" in thickness. Layers
that are power tamped shan not exceed six inches in thickness. The same requirements shall apply to" the remainder 'of the 􀁢􀁡􀁾􀁧if tamping ,is the method used for backfilling. Backfimng
of all pipes of over 24 􀁩􀁮􀁾􀁨􀁥􀁳 in diameter shall 􀁾 carried up to the spring line of.the pipe in threeinch layers, with each layer moistened and thoroughly tamped with suitable
mechanical equipmerit. The backfill around all pipes 24 inches or less in diameter shall be tamped as specified in this section to a depth of 12 inches above the top of the pipe before
any additional backfilling is placed thereon. (Code 1982; § 16-80; Ord. No. 000-005, § I, 2-8-00) §70-134 Sec. 70-132. Backrill material. " Whenever 8n.y excavationfor the laying o(pipe
. is made through rock, the pipe shall.be laid six inches above the rock bottom of the trench and the space under, around and six i,nches above the· pipe shall be backfilled with clean
river sand "noncorrosive soil or one-quarter inch minus liavei . or in accordance 􀁷􀁩􀁾 manufacturets 􀀧􀁳􀁰􀁥􀁣􀁭􀁣􀁡􀀺􀁾􀀧 tion if approved iIi writing by the public'works director.
Broken pavement, large stones, and debris shall not be used in the backfill. (Code'1982, § 16-81; Ord. No.00Q;.005, §"1, 􀀲􀀭􀀸􀀭􀀰􀁾􀀩 Sec. 70-133. Backiilling of the surface. 􀁾􀀧􀀮􀀬
Backfilling shall be Completed by placirig tlie 􀁾 back:fi11 material 􀁷􀁾 up over the top of the: < trench:For dry backfilling, the material shall be" compacted with a roller of an
approved type or with the rear of a truck carrying at least five tons until the surface is unyielding. The surface shall then be graded as required. '. . (Code 1982, § 16-82; Ord. No.
􀁏􀁏􀁏􀁾􀀰􀀵􀁲􀁬􀁾􀀬 ' Sec. 70-134. Restoration of surface. (a) The permittee shall restore the surface of all streets, broken into or damaged as a result of the excavation work, to
its original condition in accordance with the specifications of the 􀁰􀁵􀁢􀁾􀁣 works director. The permittee may be required to place a temporary surface aver openings made in paved
traffic lanes. Except when the pavement is to be replaced before the opening of the cut to" 􀁴􀁲􀁡􀁦􀁦􀁩􀁣􀁾 the fill above the bottom ofthe pavini slah' shall be made with suitablemateriafwell
tamped " into place and this fill shall be topped with 􀁾􀀧􀀮 Drinimu.m thiclaiess ofbituminous mixture which " is suitable to inaintain the openiDg in goOd. condition until permanent
restoration ·can be made. The crown of the temporary restoration shall not exceed one inch above the adjoining pavement. The permittee shall exercise special CfU"e in making such temporary
restorations and must maintain such restorations in safe traveling condition until such time as permanent restorations are made. The asphalt which is used shall be in accordance with
the specifications of the 􀁰􀁾􀁢􀁬􀁩􀁣 works director. Supp.No.2 􀁃.􀁄􀀷􀀰􀀺􀀲􀀰􀀮􀀱􀁾􀀧 . ./
§ 70-134 ADDISON CODE 􀁀􀀧􀁾􀀺􀁾...􀀱􀁾􀀱􀀻􀀻􀀮􀀬 􀀧􀁾􀀺􀀺􀁲􀀺􀁾􀀽􀀼 -_. 􀁉􀁾 CD70:20.2 t· (b) Permanent restoration of the street shall be made by the permittee in 􀁳􀁾􀁣􀁴 accordance
with the specifications prescribed by the public works director to restore the street to its original and proper condition; or as near as may be: . (c) Acceptance or 􀁡􀁰􀁰􀁲􀁯􀁶􀁾 of
any· excavation work by the public works director shall not prevent the town from asserting a claim against the permittee and his surety under the surety bond required hereunder for
􀁩􀁮􀁣􀁯􀁭􀁰􀁾􀁥􀁴􀁥 or defective work if discovered ,within 12 months from the· completion of the.. excavation work. The public works director's presence during the performance of any
excavatio:n 􀁾􀁯􀁲􀁫 shall not relieve the permittee ofits responsibilities under this article. (Code 1982, § 16-83; 􀁏􀁲􀁾􀀮 No. 000-005, § I, 􀀲􀁾􀀸􀀭􀀰􀀰􀀩 Sec. 70-135. Town's right
to restore surface. (a) Ifthe permittee shall have failed to res1:Ore the surface of the street to its'original and proper condition upon the expiration ofthe time fixed by such permit
or shall· otherwise have failed to complete the excavation work covered by such permit, the publicworks director, if he deems it advisable, shall have Ule right to do all work as necessary
to restore the street and to complete the excavation work. The permittee shall be liable for the actual cost thereof plus 25 percent of such cost for general overhead and administrative
expenses. The town shall have a cause of action for all fees, expenses and amounts paid out and due it for such work and shall apply in payment of the amount due it any 'funds of the
permittee deposited as prov.ided in.this article, and the town shall also enforce its rights under the pei-mittee's surety bond provided purSuant to this article.. (b) It shall be the
duty of the Permittee ·to . 􀁧􀁵􀁡􀁲􀁾􀁴􀁥􀁥 and maintain the site ofthe excavation ,. work in the same condition it was prior to the· excavation for one year after restoring it to its
original condition. (Code 1982, § 16-84; Ord. No. 000-005, § 1,2-8-00) 􀁓􀁥􀁣􀁾 70·136. Trenches in pipe laying. 􀁅􀁸􀁾􀁥􀁰􀁴 by special pemussion from the public works director, no
trench shall be excavated more than 250 feet in advance of pipe laying or left unfilled more than 500 feet where pipe has been Supp.No.2 laid. The length 􀁯􀁦􀁾􀁥 trench that may be
opened at anyone time shall not be greater than the length ofpipe and the necessary 􀁾􀁣􀁣􀁥􀁳􀁳􀁑􀁉􀁩􀁾􀁳which are available at.the site.ready to be'put in place. Trenches shall be
braced and sheathed according to generally accepted s8rety standro-cis for construction work as 􀁰􀁾􀁢􀁥􀁤 by the public works director. No timber bracing, lagging, sheathing or other
lumber shall be'left in any trench. (Code 1982,116-85;Otd.No. 000-005, § I, 2-8-00) ,Sec. ,70.13'1. _􀁐􀁾􀁯􀁩􀁮􀁰􀁴 completion of 􀁷􀁾􀁾􀁾 The permittee shall pro!>ecute ·with diligence
and expeditio:n all excavation work covered J>ythe excavation permit and shall 􀁰􀁲􀁯􀁾􀁰􀁴􀁬􀁹 complete such work-and r:estorethe street.wits original condition, or as· near .as may
be, as .soon as practicable and in any 􀁾􀁥􀁮􀁴 not later 􀁴􀁨􀁾 the. date specified in the excavation permit therefor. 􀀨􀁾􀁯􀁤􀁥 1982, § 16-86; Ord. 􀁎􀁯􀁾 000-005, § I, 2-8-(0) Sec.
􀀷􀀰􀀭􀀱􀁾􀀮 Urgent work. Ifu;. Pisjudgment; traffic condiiions,the '-safety or convenience of the traveling public. or the public interest require that the excavation work be performed
as emergency work, the public works director with the consent of the city man8.ger, if the excavation is within 300 feet of a residence, . shall have full power to order, at the time
the permit is granted, that a crew of men and adequate facilities be employed by the permittee 24 hourS a day to the end that such excavation work may be completed as soon as 􀁾􀁳􀁳􀁩􀁢􀁬􀁥􀀮
, (Code 1982, §16-87; Ord. No. OOo-OO?, § I, 2-8-00) Sec. 70-139. Emergency action. In the event ofany emergency in which a sewer or water main, conduit or utility in or under any street
breaks, bursts or otherwise is in such· condition as to immediately endanger the property, life, health or safety of any individual, the person owning or controlling such sewer, main,
conduit or utility, without first applying for and obtaining an excayation permit hereunder, shall immediately take proper emergency measures to cure or remedy the dangerous conditions
for 􀁾􀁥 protection of property, .life, health and safety of individuals. However, such person owning or con-. .J" cc·
STREETS, SIDEWALKS AND OTHER PUBUC PLACES III ·l trolling such facility shall apply for an excavation permit not later than the end of the second day following the day ofsuch emergency
during which the public works director's office is open for business, and shall not proceed with permanent repairs without first obtaining an excavation permit under this article. (Code
1982, § 16-88; Ord. No. 000-005, § 1,2-8-00) . sec. 􀀷􀁾􀀱􀀴􀀰􀀮 􀁎􀁯􀁩􀁳􀁥􀁾 dust and debris. Each permittee shall conduct and carry out the excavation work iD. such manner as to avoid
unnecessary incortvenience and annoyance to. the general public aJ!d 􀁾􀁰􀁡􀁮􀁴􀁓 ofneighboringI>roPerty. The permittee shall take 􀁡􀁰􀁰􀁲􀁯􀁰􀁾􀁴􀁥 􀁭􀁥􀁡􀁾 sures to reduce to the
fullest extent practicable in the 􀁐􀁥􀁲􀁦􀁯􀁾􀁣􀁥􀀭of the 􀁥􀁸􀁣􀁡􀁶􀁡􀁴􀁩􀁯􀁾 work, noise, dust and unSightly debris and during the hours of 10:00 p.Ol. and 7:00 a.m.shall not use,
except with the express written permission of the-city :Qlanager, or in case of an emergency as herein otherwise provided.; any .tool, appliance or equipmentproducing-noise of sufficient
volume to disturb tliesleep or repose 'of occupants of the neighboring property. . .' (Code 1982, § 16-89; Ord. No. 000-005, § I, 2-8-(0) § 7Q.145 Sec. 70-143. Drawings to be 􀁭􀁡􀁩􀁮􀁴􀁡􀁩􀁮􀁥􀁤􀁾
.Users ofsubsurface street space shall maintain_ accurate dra,wings arici plans showing the location and character of all underground structures. (Code 1982, § 16-90.2; -Ord. No. 000-005,
§ 1,. 2-8-00) . 􀁓􀁥􀁾 70-144. Applicability of article to town . .c-wo:rk and utility c:ompanies. The provisions of this article shall be app!jcable 􀁴􀁯􀁡􀁮􀁹􀁥􀁸􀁣􀁾􀁶􀁡􀁴􀁩􀁯􀁮􀁷􀁯􀁲􀁫under
the direction of a competent town authority by employees of 􀁾􀁥 . town. Anycontractor ofthe town performingwork for or in behalfofthe town necessitating openings or excavationidIf streets
shall comply with this _' article unless the-public works director shall, in _writing, waive compliance of the requirements of this article upon the terms and cOnditions he deems necessary.
All provisions of this article l;lhall be applicable to public utility companies and .their contractors, except the provision which requires the payment of a 􀁾􀁴 fee and the -. provision
whichrequjres a surety'bond--prmrieJed such utility'company bas agreed to indemnify the town against damage and 10Sl?es covered by the bond. (Code 1982, § 16-90.3; Ord. No. 000-005,
§ I, -2-8-00) . Sec. 70-141.-Preservation of monuments. The permittee shall not 􀁾􀁴􀁵􀁲􀁢 any surface monuments or hubs found on the line of excavation work until approved to do so
by the public works director. . (Code. 1982, § 16-90; Oid. No. 000-005, §.1, 2-8-00) Sec. 70-142. inSpections. The public works director shall make such inspections' as are reasOnably
necessary in the enforcement of this article. The public works director shall 􀁨􀁡􀁾􀁥 the authority to promulgate and cause to be enforced such rules and regulations as may be 􀁲􀁥􀁡􀁳􀁯􀁾􀁡􀁢􀁬􀁹
necessary to enforce and carry. out the intent of this article. (Code 1982, -§ 16-90.1; Ord. No. 000-005, § I, 2-8-00) 􀁓􀁾 􀀷􀀰􀀭􀀱􀀴􀀵􀁾 Insurance•. A permittee, prior to the commencement
of excavation work under this article, shall furnish to the public works director satisfactory evidence in writing that the permittee bas in force and will -. maintain in force during
the performan,ce of the excavation work and the period ofthe excavation . permit pu:blic liability insurance of not less·than $100,000.00 for anyone person and $300,000.00 for anyone
.accident and property damage insurance of not less thm $100,000.00, duly issued by an insurance company authorized to do business in this state. However, U"the public works director
determines that the cost of the excavation to be peIformed by permittee exceeds $190,000.00, then the public works director, at his discretion, may require the permittee to maintain
in force during the performance of the excavation.work and. the period of excavation permit public-insurance not. Supp. No.2 􀁃􀁄􀀷􀀰􀀺􀁾􀀰􀀮􀀳􀁁􀀮􀀢􀀺􀀺 ../
I n I § 70-145 .ADDISON CODE () CD70:20.4 iil.. 1 i 􀀢􀀭􀀭􀀧􀁾 .-less than $1,000,000.00 for anyone person and $3,000,000.00 for anyone accident and property damage insurance not less
than $500,000.00, dUly executed by an insuraricecompany authorized to do business in this ·state. For purpOses of this section, the town will accept certificates 'of selfinsurance issued
by the State of Texas or letterS writteJ1 by the person in those instances where the state does not issue such letters, whiCh provide the same coverage as required herein. However, forthe
town to accept such letters the person must demonstrate by written infonDation that it has adequate financial· resources to bea selfinsuied entity as reasonably determined by the town,
based on financial infotmation requested by and furnished to the town. . . The above insurance 􀁾􀁵􀁩􀁲􀁥􀁭􀀮􀁥􀁩􀁬􀁴􀁳may be met by applicants with a current franchise or license and
applicants governed by Chapter 283 of the Texas Local Government Code ifthe current fran· chise, license or statutory indemnity adequately provides. for insurance or bonds or provides
􀁾 indemnity in favor of the' city. (Code 1982, § 􀀱􀀶􀀭􀁾􀀰􀀮􀀴􀀻 Ord. No. 000-005, § I, 2-8-00) Sees. 70-146-70-160. Reserved. DMSION 2. PERMIT Sec. 70-161. 􀁾􀁱􀁵􀁩􀁲􀁥􀁤􀀮 It shall
be unlawful for any person to dig up, break, excavate,iack, bore, tunnel, undermine or in any manner break up any street or 1;0 make or cause to be made any excavation in or under the-.
surface of an,. street for 􀁾􀁹 purpose or to place, depoSit or .leave upon any street any earth or other excavated material or construction material obstructing or tendizig to interfere
with the free use of the street, unless such person shall first have obtained an excavatipn permit therefor from the public works director. (Code 1982, § 16-57; Ord. No. 000-005, § I,
2·8-00) Sec.' 70-162. Application. No excavation permit shall be issued unless a written application for the issuance of an excavation 'permit is· submitted to the public works Supp.
No.2 director. The written application shall state the name and address· of the applicant, the nature, .location and'purpose 􀁯􀁦􀁴􀁨􀁥􀀧􀁥􀁸􀁣􀁡􀁶􀁾􀁴􀁩􀁯􀁮􀀬 the date of commencement
and date of completion of-the excavation, and other data as may 􀁲􀁥􀁾􀁯􀁮􀁡􀁢􀁬􀁹be required by the public works director. The application shall be accompanied by plans showing the
extent of the proposed excavation work, the dimensions and elevations of both t;he existing ground prior to such 􀁾􀁣􀁾􀁶􀁡􀁴􀁩􀁯􀁮 and of the pro-... posed excavated surfaces, the location-of
the .ex-' cavation work, and such other information as " may be prescribed by the public works directOr.· FUrthermore, the application shall disclose the date on which the excavation
work will be fin· ished and the street restored to its original condition. An excavation penriit issued pursuant to this section-shall be automatically revoked if excavation work is
not commenced within ten days from the issuance of such permit. (COde 1982, § 16-58; Ord.No. 000-005, § 1. 1. 2-8:00) Sec. 70-163•. Fees. " Except 􀁾 provided by section 7Q.;14( a pei-mit
fee shall be charged by the public works director for the issuance of an ,excavation permit which shall be in addition to all.other fees for perniits or charges relative to. any proposed
construction work. The excavation Permit fee shall be in an amount of $10.00. (Code 1982, § 16-59; Ord. No. 000-005, § I,' 2-8-00) Sec. 70-164. Suspension and/or revocation. (a) Permits
maY be suspended by the-public works director on the following grounds: (1) . Failure of perniittee to start excavation worlt on' the commeilcement date provided for in the application
or to diligently do such work after begin,ning.. (2) Violation of any terms or provisions ofthe street excavation ordinance of the town, as amended. (3) Giving false information upon
the application. (4) Changing of subcontractors. responsible for the excavation work. . ../
I􀁾􀂷􀁮 I STREETS, SIDEWALKS AND OTHER PUBLIC PLACES §7G-164 \ riI. ,-I 􀀨􀁾􀀮􀀢􀀮 ' ...􀁾􀀢􀀮 "... ...__., ''-..c·' (5) Failure of peni:littee to finish the work on or before the finish
date set forth in the application. Whenever a permit holder has 􀁦􀁡􀁩􀁉􀁾 to comply with any notice issued under the provision ofthis· section, the. permit holder shall be notified
in writing that the permit is, upon the service ofthe notice, immediately suspended, and that an opportunity of hearing will be provided if a written request· for aheai-ing is filed
with. the public workS director bythepermit holder. 􀁎􀁯􀁾􀁴􀁨􀁳􀁴􀁡􀁮􀁤􀂭 ing the other proVISions of this section, whenever the public works mrector finds the ·conditions of the excavation
work, which in'his judgment, constitutes a substantial hazard to the public, he . may, without warniIig, notice or hearing, issue written or oral notice to the permit holder, citing
such conditions, corrected actions to be taken; and if deemed necessary,'such order shall state that the permit is immediately suspended, and all .excavation work is to be immediately
suspended . except for returning the street to a usable condition. Any person to :whom·suchan order is issued. shall comply immediately therewith, but upon written petition to the public
works director, shall be afforded a hearing as soon as possible. (b) Any person whose penmt has Qeensuspended may, within five (5) days of the suspension, make application for reconsideration
for the purpose of reinstatement of the permit. Within five (5) days following receipt ofa written request, includiDg a statement signed.by applicant that in his opinion· the conditions
causing suspension of the permit has been corrected, the public works director shall reconsider the alleged violation. If ·the applicant is complying with the requirements· of this article,
the pemrlt .shall be reinstate<l.. . .' (c) For serious or repeated violations of any of the requirements ofthis article, including, but not limited to, the failure to timely complete
the excavation· work, or for interference with the public works director's performance of his duty, the permit may be permanently revoked after an opportunity for a hearing has been
provided for by the pul;>lic works director. Prior to such action, the public works director shall notify the permit holder, in writing, stating the reasons for which the permit shall
be permanently revoked at the end of · five (5) days following service 'of such notice, unless a request for hearing is filed with the public works director, by the permit holder within
such five-day period. As provided in· this section, the permit may be suspended for causependiIig . its revocation or a p.earing relative thereto. If no request for hearing is filed
within the five-day period, the revocation ofthe pex:mit becomes final. (d) The notice provided for in this section is properly· servecI when it is delivered to the holder . ofthe permit
or the peison in charge, or whenit is" sent by registered or certified mail,·return ;t'eOOipt .". requeste9., to the addi-ess shown upon the application required 'to be submitted under.
this division. (e) The hearing provided for in this section .' · shall be conducted by a committee at a time and place designated bythe public works 􀁾􀁲􀀮 The · committee shall be comprised
ofthe public works·' director, building official, and street 􀁳􀁵􀁰􀁥􀁲􀁩􀁮􀁴􀁥􀁾􀂷 · dent: Based upon the record of such hearing, the· committee shall make a finding and sha)) susbip,
modify or rescind· any official notice or order considered in the hearing. A written report ofthe hearing decision shall be furnished to the permit holder by the committee. (D The applicant
shall not be entitled to' refunding of a permit fee where a permit is revoked or suspended. . .. (g). If a permit is revoked 􀁰􀁾􀁵􀁡􀁮􀁴 to the provisions of this section, the public
works director shall have the option to pursue any 􀁯􀁾􀁥 or more ofthe following remedies without any 􀁮􀁯􀁾􀁣􀁥 or demand to the penmt holder whatsoever: (1) Direct the building official
to revoke the building 􀁾􀁲􀁭􀁩􀁴 related to the excavation work, if any. (2) Cause to be performed work necessary to correct and repair the street to its condition prior to the beginning
of the excavation work and to ch.arge the cost of such repair to the permittee or owner of the property for whom the excavation work was to be benefit. Supp. No.2 􀁃􀁄􀀷􀀰􀀺􀁾􀁏􀀮􀀵􀀮􀀧􀀡􀀮􀀧􀁾
.../
---_..._--_...•--_._-_.__._._.__.. . .ADDISON CODE II r· iIr! § 70·164 (3) Shall not accept an 'application for addi-' tiona! or new excavation work from .an applicant whose permit has
been revoked within a three-year period. (Code 1982, § 16-60; Ord. No, 000-005, §1, 2-8-QO) Sec. 70-165. Excavation placard.. The public works' director shall provide each 􀁰􀁥􀁲􀁭􀁩􀁾􀁥
at the time a permit is issued under this article a suitable placard plainly written or piinted in English letters at least one incli hlgb.. with the folloWing notice: "'Ib'wn of Addison'
Permit No. . .' Expires' '. . -and in the fint blank space there shall be.·inserted the number ofsuch pei-mit and 8fterword' -expires-shall be stated the date when such permit expires.
It shall be the duty ofany pet:IDittee under this article to keep the placard posted in a conspicuous place'at the site of the excavation work. It Shall be unlawful for any' person to
exhibit such placard at or about any excavation .\ not covered I:'y such permit, or to misrepresent the ( d number of the permit or 􀁴􀁨􀁾 􀁤􀁡􀁾 of e:ipiratiot? of " the permit. . (Code
1982, § 16-61; Ord. No. 000-005, § I, 2-8-00) Sec. 70-166. Surety bond.. Before an excavation permit as provided in this division is issued and unless waived by the public works director,
the .applicant shall deposit with the public works director a surety bond in the amount oftwenty-five thousand dollars ($25,000.00) payable to the town. The public works director shall
have the right to reduce the amount of the bOnd, if he determinesmhis sole discretion that the prescribed amount would be unre.asonable in thellght of the scope 􀁾􀁤 cost of.the work.
The required surety bond must be: (1) with good and sufficient surety. . (2) By a surety company authorized to transact business in the state;' . (3) Satisfactory to the city attorney
in fomi . and substance. (4) Conditioned upon the permittee's compliance with this division and to secure and hold the town 􀁾􀁤 its officers harmless against any and all claims, judgments,
or other costs arising from' the excavation. and'other work covered by the excavation permit or for which the 􀀧􀁾􀁷􀁮􀀬 the 􀁣􀁾􀁴􀁹 council or any 􀁴􀁯􀁾 officer may be made' liable
by reason of any accldent-"or injUry to persons or propertY' through the fault of the permittee either in not properly 􀁧􀁵􀁡􀁩􀁤􀁾 ing the.excavation or for any 􀁯􀁾􀁥􀁲injUi-y resulting
from the negligence' of the' permittee, and further cond,itioned to'fili tip,· restore and place in good and. safe condition '.as near as .may·. be to "its original condition, and to
the satisfa:ction of the public. works director, all.openings 'and excavations made' in streets, and to maintain any street where excavation is made in as good. condition for the period
of twelve (12) months after such work shall have been done ·and accepted by town, . usual wear and tear excepted,as it was in before such work shall have been done. Any settlement or upheaval ofthe surface within such ],2-month period shall. be deemed conclusive evidence .ot defective backfilling
by the permittee. Nothing contained in thif,. subsection shall be construed to require the permittee to maintain 8nY repairs to pavement made by the town if sucli. repairs should prov.e
defective. Any owner ofreal estate repairin"g. or engagirig another to repair his own,sidewalk shah not be required to give such bond. In the event of any suit or claim against the town
by reason of the negligence o.r default of the permittee, upon the town's giving written notice to the. permitt;ee of 􀁾􀁵􀁣􀁨 suit or claim; any final judgment againSt the toWn requiring
it to' pay for such damage 􀁳􀁨􀁾 be conclusive upon the permittee and .his surety. An· annual bond may be given under this provision which shall remain in force fo.r one year, conditioned
as above, in the amount specified above and in other respects as specified above but applicable as to all excavation work in streets by the principal in such bond during the term of
one year from such date. . (Code 1982, § 16-62; Ord. No. 000-005, § I,· 2-2-8·00) . GR-:F .••. • ,..t· o ." 􀀮􀁾􀀻 •• ' -I .􀀮􀁷􀀻􀁜􀁽􀁾􀀧􀀭􀁩􀀨􀀿 􀀧􀀮􀀺􀀺􀁟􀁾 .". 􀀧􀁾􀀧􀁲􀀭􀀢 C· 􀁅􀁓􀁾􀂷􀀺􀂷􀀺
", ... 􀀮􀀺􀀮􀀻􀀺􀀺􀁟􀁜􀀬􀀮􀀺􀁾􀀮􀁾 "i -•• I,•••". Supp. No. 2 CD70:20.6
iII STREETS, SIDEWALKS AND OTHER PUBLIC PLACES Sees. 70-167-70-190. Reserved. ARTICLE -v.. 'BARRICADES DMSION 1. GENERALLY Sec. 70-191. Definitions. The following words, terms and phrases
when · used in thiS article, shall .have the meanings ascribed to them in this section, except where the context clearly indicates a different meaning: Alleys means minor traveled ways
which are uSed prlinaiily for vehicular service access to the back or the side of properties otherwise abutting on a street.· Contractqr ·means any person or group of 􀁰􀁥􀁲􀁾 ·sons
entering.into 8n agreement to perform work withiiJ. the town. . Detour means' an alternate route in which vehicular traffic is directed around a street which is closed. .. . . Director
means the director of public works of the town. or Ills designee. Emergency means an unforeseen combination . of circumstances or the .resUlting state that calls for immediate action.
. . Manual means part 4, entitled "Traffic-Control for Street and Highway Construction and Maintenance Operation,· as contained in the Texas Manual on Uniform Traffic-Control Devices
for Streets and Highways as published by state department of highway and public transportation, 1980 edition. Pennit means a written letter of approval from· ·the director or his appointed
representative. Streets means a traveled way for vehicular traffic, whether 􀁤􀁥􀁳􀁩􀁧􀁺􀁬􀁡􀁾􀁤as a street, highway, § 70·191 I (''''.... l 􀀮􀁾􀀺. .\ GR·:' Supp.No.2 CD70:20.7 ..-t:;·
􀁾􀀮 􀀮􀀮􀁾 ../
r) t. (􀀺J􀁟.".􀀮I--􀀺'.:􀁾􀁾 .....􀁾􀁾􀀢􀀮􀀭􀀮􀀬􀀧􀁾􀀮 􀀢􀀬􀀮􀀧􀁾􀀮 Ti'-" 􀀮􀁥􀀮􀁩􀁾􀁾􀀮 STREETS, SIDEWALKS AND OTHER PUBLIC PLACES § 70-211 ,I' I,r.· ,! 􀁴􀁨􀁯􀁾􀁵􀁧􀁢􀁦􀁡􀁲􀁥􀀬 􀁰􀁡􀁲􀁾􀁡􀁹􀀬􀀮􀁴�
�􀁲􀁯􀁵􀁧􀁨􀁷􀁡􀁹􀀬 'road, avenue, boulevard, lane, place or however otherwise designated. ,. ' . . (1) Major thoroughfares or arterial streets means principal traffic· arteries more
.or less' continuous across the town which are intended to connect 􀁲􀁥􀁭􀁯􀁾 parts of the town and which are use priInarily for fast or heavy volume traffic and shall include, but not
be limited to, each street designated .as a major street on the major 􀁳􀁴􀁲􀁥􀁥􀁴􀁰􀁾􀀮􀂷􀂷 . (2) Collector streets m'eans those streets which carry traffic from' minor streets to the
major system ofarterial streets and high. ways, including the principal entrance streets of a residential development and streets for circulation within such adevelopment. (3) Minor
streets means those streets which are U!led primarily for 􀁡􀁾 to abutting residen:tial ''properties which are intended to serve traffic within: a limited residential district. Public
right-of-way means any public street, highway, roadway, alley or sidewalk. (Code 1982, § 16-91) '. Crosa relenne_Definitions generally, § 1-2. Sec. 70-192. Emergency situations. The
requireinents of this article are to be used for all planned construction projects. In the 􀁥􀁶􀁾􀁴 of an emergency type situation, notification of work to be done can be made by telephone
direcUy to the d.ire$>r or his appointed representative, thereby bypassing the requiI:ements mentioned. above. Under .these conditions, the contractor or agency will still be required
to follow the basic barricading standards as outlined in the manual. (Code 1982, § 16-94) Sec. 70·193. Use of barricades in compli. ance with certain established regulations. (a) Any
person who undertakes to perform any work upon, in, under, above or about any public streets, highway, roadway, alley or sidewalk, col-􀁾􀁥􀁣􀁴􀁩􀁶􀁥􀁬􀁹 called ptiblic right-ofway,
which requires . that the street be partially or completely closed for construction and/or, maintenance operation which work shall require excavation within or occupancY of the'whole
or a part ol"t;4ewidth of any public right-of-way by equipment, materials, debris, or workinen shall use barricades, sigrials, flags, flares and all other traffic 'control 􀁯􀁲􀁾􀁡􀁭􀀮
ing devices and procedures' about the work area during the duration of the work'within the public right-of-way of the type and in the ,manner re-. quired by part 4 of the Texas Manual
on Uniform Traffic-Control Devices for Streets liIid Highways, . 1980 edition, entitled 􀀢􀁔􀁲􀁡􀁦􀁦􀁩􀁣􀁾􀁯􀁮􀁴􀁲􀁯􀁬 for Street and Highway Construction.and Maintenance 􀁏􀁾 eration.·
Such person shall also be required to . obtain a permit from the mrector, 'if required by division 2 of this article. ,The permit must be acquired before 􀁣􀁯􀁾􀁴􀁲􀁵􀁣􀁴􀁩􀁯􀁮 is begun.
The pur· pose 􀁾􀁦􀁴􀁨􀁥 permit is to ensure that ample consid· eration has been given to the efI'ect of such con· stromon work on the flow of traffic: (b)' It shall be the reSponsibilitY
of the peimit holder' to provide; erect,-place-.aRdmainl:.mi iB warning signs, traffic control devices and barricades required by part 4 of the Texas Manual on Uniform Traffic-Control
Devices for Streets and 􀁈􀁩􀁧􀁨􀁷􀁡􀁹􀁳􀁾published by the State.Depart;Inent of Highway and Public Transportation, 1980 edi· tion. All such signs, devices and barricades should be in
good condition, clean and 'legible and shall be of the type required by the Texas Manual on Uniform Traffic-Control Devices. (Code 198.2; § 16-92) Sees. 7o.194-7Q..210.Reserved. DIVISION
2. PERMIT . Sec•.70-211. Required. (a) Contractors. (1) Any contractor undertaking any work whether of his own, or wider contract for any other person, and such work is within a town
street and requires that a set of plans be drawn up due to the extensive and/or complex nature ofthe work, will be subject to the provisions set forth in this II' i CD70:21 􀀮􀁾􀁴􀁾
../•
ADDISON CODE . 􀁾 '.. 􀀢􀀺􀂷-􀁾,􀂷􀀻􀀢􀀶 ".. :' , . \) § 70-211 subsection, and must file for a permit before beginning construction. ProOfmust'i Slso be shown that such contractor lias',
. obtairioo approval by other ,affected agen-,: cies of the town to actually perform: the , 􀁷􀁯􀁲􀁫􀁾􀀮 . . "'. (2) A plan must be prepared by the contract-, ing agency showing where
work is t9,be , performed. The plan will include a 􀁾􀁴􀀹􀀮􀁮􀀭􀀬 '" dard barricading ,layout showing, place-' ment of barricades, cones and 􀁩􀁮􀁦􀁯􀁾􀁡􀂭 tionalsigns used on the project.
In 􀁭􀁾􀁴 , cases, layouts will be similar 􀁾 'those shown in the latter part of the attached manual. Deviation from the manual will be allowed only 􀁾􀁴􀁨 the approval of the " director
or his appointed representative. (3) The'plan as mentioned in subsection (aX2) of this section must be submitted a minimum of five business days prior to actUal beginning of the construction
work. This' time period will allow the designated 􀁤􀁾 . partment the opportunity to 'survey the .construction site in an attempt to. uncov.er any traffic problems which might develop'
as a result of the barricading. . (4) Each contractor or construction agency . will provide with· his barricading plan a listing of all persons directly responsible for the safety on
each project to include an address or telephone listing at which such person can be reached at any hour of the day if a hazardous condition develops.' (b) Contractors performing work
for the town. In· the event the contractor undertakes work based on plans prepared by the town, all detours and barricading requirements will be inserted as a part of the construction
􀁰􀁬􀁾􀀮 No permit will be required; however, the contractor shall be subject to the requirements contained in this article. .(c) Public utility company requirements. (1) Public utility
companies performing construction work within a street which requires that a set ofplans be drawn up due to the extensive and/or complex nature of work, will be subject to the same requirements
established in subsection (a) ofthis section. Such work would include major street construCtion (street 􀁣􀁵􀁴􀁳􀁾 streetWidening; etc.), water and sewerage: llOe 􀁬􀁡􀁹􀁾 ing or relocation
or off-street construction wbich requires that a portion ofthe adja-. cent roadway be bazricaded. '. (2) 'Construction work performed by utility companies, mirior enough suCh that a
set of plans need not be drawn up, will not be subject to the same requirements established in subsection (a) of this section. Such work includes minor street construction '(resurfacing,
patching, striping), minor utility work (usage ofmanholes such that a lane mustbe barricaded). etc. These forces will be required. however. to com-. ply with all other provisions fiet
forth in this .manual as to the construction site barricade layout an.d signing. In addition. the director or his authoriZed.representa-. tive shall be contacted before such construction
work is begwi and be informed ofthe loc;ation.and nature ofconstruction. This work shall not be performed during the peak hour congestion :periOds of 7:00 a.m. .to 9:00 a.m. and 4:00
p.m. to 6:00· p.m.• unless approved.by the director. (Code 1982. § 16-93(b» Sec. 70-212. Application. When a permit under this article is required, the permit application shall be filed
with the director at least five days prior to the day the applicant seeks to first close or block any part of the roadway and shall contain the following information: (1) The name, telephone'
number, 􀁾􀁏􀁣􀁡􀁬 ad-: dress and principal place of busineSs of the applicant. . (2) The name and day and night telephone number of the engineer, foreman or other person who will be
in charge of the construction or repairs for which the application is requested. . (3) The times of the day and total number of calendar days the applicant seeks to block the roadway..
·c· . . c:·;'· . ..-.. . .􀁾 ..:. CD70:22
.•:.-STREETS, SIDEWALKS AND OTHER PUBLIC PLACES § 70-214 CD'70:23 ·-!.'c ../j -riI (4) A statement signed by the applicant, or a person authorized to bind the applicant, that the applicant
will" indemnify and_ forever hold the town harmless against each and every cxaini, demand or cauSe of action that may be made or come against it by reason of or.in any way arising out
of the closing or blocking of the roadway by the applicant under a permit from the _ -town, if such permit is granted. .-(6) A standard barricading layout showing placement of barricades,
cones andinformation 􀁾used on the project. _ (6) An explanation as to the nature or type'of work that is to be performed along with itSlocation..: ",!. .'." (7) Any other information
deemed necessary by the director. -(Code 1982, § 16-93(aXl» Sec. 70-213. Approval or disapproval The director shaiI either 􀁾􀁰􀁰􀁲􀁯􀁶􀁥or disapprove the application for a permit under
this article in five business days after it is submitted. The director may approve an application either "as applied for or subject to special requirements, as provided in section 70-214,
which special requirements shall be endorsed on the permit when issued and become a part thereof. If an applica-· 􀁴􀁩􀁯􀁾 is not approved, the director shall 80 notify the applicant,
in writing, stating the reasons for disapproval. An applicant may, if he so desires, undertake the revision of the unapproved application and resubmit it "to the director who shall approve,
subject to special reqmrements, or diSapprove the amended application within two"busi-. ness days. The director may disapproveapplications for permits under this article only for the
following reasons: (1) The proposed barricading, channelizing, signing, warning or other traffic control procedures or the equipment therefor do not comply with the requirements of the
manual. (2) The nature ofthe work to be performed or its location is such that the work may, without imposing any undue hardship on the applicant, be performed without the necessity
of of blocking or closing the roadway. (3) The work or the" manner in which it is to ..be performed will violate a town ordinance or a state statute. -(4) Failure to furnish all of the
infoanation required by this article or, 􀁥􀁸􀁾􀁥􀁰􀁴 for good cause shown, to file the application within the time prescribed by this article. . (5) Misrepresenting or falsifying anyinformation
in the application. (Code 1982, § 16-93(a)(2» Sec. 70-214. Special requirements. (a) The director may, at the time he approves an application for. "a permit under this article or anytime
after a permit is issued, require: (1) The use or specific location of additional " barricades, signals, signs or other traffic control or safety devices or the pursuance of special
traffic .control or safety procedures. .. (2) That the .work be performed only at" certain hours during the day or night, or· during specified days of the week. (3) That only a specified
area or not more than a specified number of lanes shall be " blocked at the same time or at specified tim,es of the day. " (4) That materials and equipment used in the work site and
dirt removed from any excavation be located other than in the· vehicle traffic lanes of such roadway. " (6) That all equipment .be 􀁾􀁯􀁶􀁥􀁤 from the traffic lanes arid any excavation
in the . traffic lanes be covered or filled with materials ofsufficient strength and construction to permit vehicUlar traffic to pass over such excavation during all or part of the peak
traffic periods or at night. (b) When such requirements are deemed necessary by the director in the interest. of public safety and to avoid traffic congestion, any such special requirements
shall be endorsed on the permit and shall be a part thereof. (Code 1982, § 16-93(a)(3» -
ADDISON CODE ffrI § 70-215 Sec. 70-215. Revocation. . (a) Any designated director or his authorized representatives may revoke a permit 􀁩􀁳􀁳􀁵􀁾 under this article if any. of the permit
holder's barricading, signing, channelizing, warning or other traffic control procedures or the eqUipment at the work site do not comply with the requirements of the manual, or with
any special requirements imposed bythe director. The permit holder, or the person named as· 􀁲􀁥􀁳􀁰􀁯􀁾􀁢􀁬􀁥 for or in charge of the work in the permit, shall first be notified of
the failure or defect and 00' given a reasonable time, such length· of time to be determined by the director and not to exceed 24 hours, to correct such failure Qr defect before such
Permit . is revoked. In the event a permit issued under this article is revoked, it shall be unlawful to continue to block. the roadway, except to restore the site to its proper condition
as required in this article. (b) In the event a permit is revoked, the permit holder shall immediately commence operations to restore the work area within the roadway to its proper condition,
suchwork to be completed within 24 hours. In addition, except.as required to· restore the work area to its proper condition, the permit holder shall remove all equipment, men, materials
and debris from the roadway. In the event such restoration is not done, the town shall be authorized, at its 􀁥􀁬􀁾􀁯􀁮􀀬 to take charge of the work and restore the premises to itS proper
condition and shall be entitled to recover from the permit holder by civil action the actual expenses incurred by the town in restoring the ·premises, including, but not liInited 􀁾􀀬
cost of labor, materials, overhead, 􀁾􀁮􀁴􀁡􀁬 of any equipment used by . the town in restoring the site and attorneys' fees, and for such purposes, the town shall have a right of action
against any bondS in effect running from the holder of the permit to the town, c.onditioned upOn compliance with the ordinances·ofthe town in the performance of such work. (Code 1982,
§ § 16-93(a)(3), (a)(4» Sees. 70-216-70-240. Reserved. .ARTICLE VI. UNLOADING CONSTRUCTION EQUIPMENT ON . 􀂷􀁐􀁕􀁂􀁾􀁃 PROPERTY 􀁓􀁥􀁣􀁾 70-241. Defiirltions. . .. The following words,
terms and phrases when used in this article, shall have the meanings ascribed to them in this section, except vrhere the context clearly indicates a 􀁤􀁩􀁦􀁦􀁥􀁲􀁾􀁮􀁴 meaning: Appropriate
town official means the street superintendent, the public workS director, the chief of police, the chief building official, tQ.e zoning administrator. or other appropriate official or
his d,uly designated and acting representative. Construction equipment means any type of apparatus, material, debris or supplies used in construction, including, but not limited to.
the following: motorized and unmotorized. vehicles, cranes, pulleys, carts, containers, wagons, tractors, trailers, components of·construction. and material, debris or supplies 􀁡􀁮􀁾
the like. Public property means any street or highway which shall include the entire width between the boundary lines of the right-of-way publicly maintained and shall also mean any
other publicly owned property, facility or landscaped areas. 0 􀁕􀁮􀁬􀁾􀁷􀁦􀁵􀁬 loading and unloading means the placing of any construction equipment upon public property without first
obtaining written consent of the public works director or his designee. (Code 1982, § 9-231) . Cross referene:e-Definitions generally, § 1-2. Sec. 70·242. Intent and purpose. This article
is enacted as in enforcement·procedure for protection of the public peace, safet}!' and welfare, and the safeguarding of property, and shall be used generally for the prevention and
removal of traffic bazards, prevention and abatement of public nuisances arising from violations, and for the protection of the public rights in the use of town .streets, thoroughfares
and public property. . (Code 1982, § 9-232) C01 Co_ oo-). 􀀮􀁏􀀧􀂷􀁾􀂷􀁯 ) I CD70:24
Ii Il. II . () I . !r .. ii I· I -III\, . ' )" ---'" [ ... ·:SECTION· LS LANDSCAPE-SPEcIFicA􀁔􀁉􀁏􀁾􀁓 LS-l .
Copyright 1997 AlA MASTERSPEC 5/97 ADDISON 􀁆􀁉􀁒􀁅􀁓􀁔􀁁􀁔􀁔􀀰􀁾 􀁎􀀶􀀮􀀱􀁮􀁒􀁁􀁉􀁎􀁁􀁾􀁾 IMPROVEMENTS SECTION 02231 -TREE PROTECfION AND TRIMMING PART I -GENERAL II 1.1 RELATED DOCUMENTS
. A. Drawings and· general provisions of the Contract, includIng General and Supplementaiy Conditions and Division 1 Specification 􀁓􀁾􀁣􀁴􀁩􀁯􀁮􀁳􀀬 apply to this Section. II!1..2 SUMMARY
A. This Section includes the protection and trimming of trees that interfere with, or are affected by, execution of the Work, whether temporary or new construction. r -! B. Related Sections.include
the following: ·1. Division 1 Section "Summary dfWork" for limits placed on Contractor's use of the site, 2. Division 1 Section "Construction Facilities and Temporary Controls" for temporary
tree protection. 3. Division 2 Sectiori"Site Clearing" for removal limits of trees, shrubs, and other plantings affected by new 􀁣􀁯􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀁩􀀨􀁪􀁮􀁾 . 4. Division 2 Section "Earthwork"
for building and utility trench excavation, backfilling, compacting and grading requirements, and soil materials. S. Division 2 Section "Landscaping"· for tree and shrub planting and
transplanting, tree . support systems; and soil materials. ' I.3 SUBMI1TALS A. Product Data: For ea..ch type ofproduct indicated. . B. QiUilificatibn Dafa: For firms and persons specifie,d
in "Quality Assurance" Article to -demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects
and owners, and other information specified. C. Certification: From a qualified arborist that trees indicated to remain have been protected during construction according to recognized
staridards and that trees were promptly and properly treated and repaired when damaged: D. Maintenance. Recommendations: From a qualified arborist for-care and protection of trees affected
by construction during and after completing the Work. 1.4 QUALITY ASSURANCE TREE PROTECTION AND TRIMMING 02231 -1
A. Tree Service Qualifications: An experienced tree service finn that has successfully completed tree protection and trimming work similar to that required for this Project and that
will assign an experienced, qualified arborist to Project site on a full-time basis during execution of the Work. II􀁾􀁾 Copyright 1997 AlA MASTERSPEC 5/97 I . I B. Arborist Qualifications:
An arborist certified by the International Society of Arboriculture or licensed in the jurisdiction where Project is located. C. Tree Pruning Standards: Comply with ANSI A300, "Trees,
Shrubs, and Other Woody Plant Maintenance-Standard Practices," unless more stringent requirements are indicated. D. Preinstallation Conference: Conduct conference at Project site to
comply with requirements in 􀁄􀁩􀁶􀁩􀁾􀁩􀁯􀁮 1 Section "Project Meetings." 1. Before starting tree protection and trimirting,. meet with representatives of authorities having jurisdiction,
Owner, Architect, 􀁣􀁯􀁮􀁳􀁵􀁬􀁴􀁡􀁮􀁴􀁳􀁾 arid other concerned entities..'Review· tree protection and trimming procedures and responsibilities. Notify participants at least three working
days before convening conference. Record discussions· and agreements . and furnish a copy to each participant. PART 2 -PRODUCTS 2.1 MATERIALS (') A. ' Topsoil: Fertile, fii'able,surface
soil, containing natural loam. 􀁾􀁤 complying with i' ASTM D 5268. Provide topsoil that is free of stones larger than 1 inch in any dimension and free ofother extraneous or toxic matter
harmful to plant growth: Obtain topsoil only from well, ' drained sites where soil occurs in depth of 4 inches or more; do not obtain from bogs or marshes. ' B. --Chain Link Fence: Meta1lic-coated
ste'el chain link fence fabric, 0.120-inch-diameter wire size; 48'inches high. minimum; line posts, 1.9 inches In diameter;temiiDal and comerpo:;ts, 2-3/8 inches in diameter; top rail;
1-5/8 inches in diameter; 'bottom tension wire, 0.177 ,inch-in diameter; with tie wires, hog ring ties, and other' accessories for a complete fence system. ' PART 3 -EXECUTION 3.1 PREPARATION
A. Tempo,i'arY Fencing: Install temporary fencing located as indicated or outside the drip line o( trees to protect remaining vegetation from construction damage. 1. Install chain link
fence according to ASTM F 567 and manufacturer's. written instructions. B. Protect tree root systems from damage due to noxious materials caused by runoff or spillage while mixing, placing,
or storing con$truction materials. Protect root systems from flooding, eroding, or excessive wetting caused by dewatering operations. -TREE PROTECTIONAND TRIMMING 02231-2 .
Copyright 1997 AIA MASTERSPEe: 5/97 Ir1 I l<"),' ' I[ I{ , ' Il J 􀁾􀀮 i[. C" Do not store construction materials, debris, or excavated material within the drip line of remaining trees.
Do not permit vehicles or foot traffic within the drip line; prevent soil compaction over root systems. D. Do not allow ftres under or adjacent to remaining trees or other plants. 3.2
EXCAVATION A.-Install shoring or other protective support, 􀁳􀁹􀁾􀁴􀁥􀁭􀁳 to minimize sloping or benching of excavations. B. ,Do not 􀁥􀁸􀁣􀀮􀁡􀁶􀁡􀁴􀁾 within drIp line oftrees, unless
otherwise indicated. C. Where excavation for new construction is required within drip line of 􀁴􀁲􀁥􀁥􀁳􀁾 'hand, 􀁾􀁬􀁾 and . excavate to minimize damage to root 􀁾􀁭􀁓􀀮 􀀬􀁕􀁾 narrow-tine
spading forks and comb soil to expose 􀁲􀁯􀁯􀁾􀀮 1. Relocate roots·in backfill areas where possible. Ifencountering large, maiIllateral roots, exPose roots beyond excavation limits as
required to bend and relocate them without breaking;' If encoWltered immediately 'adjacent to location of new constnlc.tion and relocation is not practical, cut roots approximately 3
inches-back from.new constniction. ' 2. Do not allow expOsed roots to dry out before placing permanent backfill.' :Provide 􀁴􀁾􀁲􀁡􀁲􀁹 earth cover or pack"with peat moss and wrap with
bmlap. Water and 􀁭􀁡􀁩􀁮􀁾􀁩􀁮 ina'moist condition. Temporarily support and protect roots from damage until they are permanently relocated and covered with soil. D. .Where utility trenches
are required within drip line of trees, tunnel under or around roots by' drilling, auger boring,.pipe jacking, or digging by hand. . , ' 1. . Root Pruning: Do not cut main lateral rootS
or taproots; 'cut only smaller roots' that interfere with installation ofutilities. Cut roots with sharp pnming instruments; do not break or chop. . 3.3 REGRADING A. ,Grade Lowering:
Where new finish grade is indicated below existing grade around trees, slope grade beyond drip line oftrees. Maintain existing grades within drip line oftrees. B. Minor Fill: Where existing
grade is 6 inches or less below elevation of finish grade, fill with ,topsoil. Place topsoil in a single uncompacted layer and hand grade to required fiirish, elevations.' . .3.4 TREE
PRUNING A. Prune remaining trees affected by temporary and new construction. B. ' Prune remaining trees to compensate for root loss.caused by damaging or cutting root system.' Provide
subsequent maintenance during Contract period as 􀁲􀁥􀁣􀁯􀁮􀁵􀁮􀁾􀁤􀁥􀁤 by qualified arborist TREE PROTECTION AND TRIMMING 􀁾􀀰􀀲􀀲􀀳􀀱 .:. 3
Copyright 1997 AIA MASTERSPEC 5/97 f . IIl Ii lrI 􀁾􀀮,j C. Pruning Standards: Prune trees according to ANSI A300 as follows: 1. Type of Pruning: Crown thiI)ning. 2. Type ofPruning:
Crown reduction. 3. Type ofPruning: Crown restoration. D. Cut branches with sharp pruning instruments; do not break or chop. E. Chip branches removed from trees. Spread chips where indicated
or as directed by Architect. 3.5 DISPOSAL OF viASTE MATERIALS -' A. . 􀁄􀁩􀁳􀁰􀁾􀁳􀁡􀁬􀀺 Remove excess excavated material, displaced trees, and excess chips from Owner's . property.
. .' END OF SECTION 02231 tI-: .TREE PROTECTION AND TRIMMING 02231 -4 .
SECTION 02920 -LAWNS AND GRASSES 􀁁􀁄􀁄􀁉􀁓􀁏􀁾 FIRE STATION NO.1 DRAINAGE IMPROVEMENTS 􀁉􀁾􀀬 r I ) Copyright 1999 AIA PART I -GENERAL -1.1 RELATED DOCUMENTS MASTERSPEC 8/99 i-Il _
1.2A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. SUMMARY A. This Section
includes the following: I. Sodding. 2. Lawn renovation. B. Related Sections include the following: ) 1. 2. 3. Division 2 Section "Site Clearing" for topsoil stripping and stockpiling.
Division 2 Section "Earthwork" for excavation, filling and backfilling, and rough grading. -Division 2 Section "Subdrainage" for subsurface drainage. DEFINITIONS Finish 􀁾􀁤􀁥􀀺 Elevation
of firiishedsurface ofplanting soil. 􀁍􀁡􀁮􀁾􀁦􀁡􀁣􀁴􀁵􀁲􀁥􀁤􀁓􀁯􀁩􀁬􀀺 Soil produced off-site by homogeneously blending mineral soils or sand with stabilized organic soil amendments
to produce topsoil or planting soil. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil; mixed with soil amendments. 􀀭􀁾􀀺􀁾􀀭􀀬
. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill immediately beneath planting soil. ---SUBMmALS Product Data: For
each type of product indicated. Certification ofGrass Seed: From seed vendor for each grass-seed n'Jonostand or mixture stating the botMleal and eommon name and percentage by weight
of eAch 8peoies And viU'iety, and percentage of purity, germination, and weed seed. Include the year of production and date of packaging. . LAWNS AND GRASSES 02920 -I
Copyright 1999 AIA MASTERSPEC 8/99 C. Product Certificates: For soil amendments and fertilizers, signed by product manufacturer. D. Qualification Data: For landscape 􀁉􀁮􀁳􀁴􀁡􀁬􀁬􀁾􀀮
E: _Material Test Reports: For existing surface soil and 􀁩􀁭􀁰􀁯􀁲􀁴􀁥􀁾 topsoil. . F. . Planting Schedule: Indicating anticipated planting dates for each type ofplanting. [--" r. \
II 1. Certification of each seed mixture for turfgrass sod, identifying source, including name and telephone number ofsupplier.B.. I -, ( ) I G.' . Maintenance Instructions: Recommended procedures to be established by Owner for maintenance oflawns during a calendar year. Submit before expiration ofrequired maintenance
􀁾􀁯􀁤􀁳􀀮 1.5 QUALITY ASSURANCE A Installer Qualifications: A qualified landscape installer whose -work has resulted in successful lawn eStablishment. . . -. 1. Installer's Field Supervision:
Require Installer to maintain an experienced full-time supervisor on Project site when planting is in progress. -. Soil-Testing Laboratory Qualifications: An independent laboratory,
recognized by the State . Department of Agriculture, with the -experience 􀁾􀁤 capa"ility to -conduct the testing indicated -and thatspecializes in types oftests to be perfonned. _.
C.' Topsoil Analysis: Fmnish soil 􀁡􀁮􀁡􀁬􀁹􀁳􀁩􀁾 by a 􀁱􀁾􀁬􀁩􀁦􀁩􀁥􀁤 􀁳􀁯􀁩􀁬􀀭􀁴􀁥􀁾􀁴􀁩􀁮􀁧 labOratoIy stating percentages _. of organic matter; gradation of sand, silt, and clay
content; cation exchange capacity; deleterious material; pH; and mineral and plant-nutrient content oftopsoil. iIr-1. Report suitabilIty of topsoil for -lawn growth. State recommended
quantities of nitrogen, phosphorus, and potash nutrients and soil amendments to be added to produce' a . satisfactoI)' topsoil. D. . Preinstallatiori CoI1fefence:Conduct 􀁣􀁯􀁮􀁦􀁾􀁣􀁥
at Project site to comply with requirements in ---_. -... 􀁾􀁄􀁩􀁶􀁩􀁳􀁩􀁯􀁮 1 Section "Project Management and Coordination." . . 1.6 DELIVERY, STORAGE, AND HANDLING A. Sod: Harvest,
􀁤􀁥􀁬􀁩􀁶􀁥􀁲􀁾 store, and handle sod according to requirements in TPrs "Specifications for Turfgrass Sod Materials" and "Specifications for Turfgrass. Sod Transplanting and Installation"
in its "Guideline Specifications to Turfgrass Sodding." 1.7 SCHEDULING A. Planting Restrictions: Plant during one of the following periods. Coordinate planting periods -with maintenance
periods to provide required maintenance from date ofSubstantial Completion. LAWNS AND GRASSES 02920-2
Copyright 1999 AIA MASTERSPEC 8/99 I!I ' 1. 2. Spring Planting: April 1 to June1 Fall Planting: Sept 1 to Oct 1 Ir) I B. Weather Limitations: Proceed with planting only when existing
and forecasted weather conditions pennit. LAWN MAINTENANCE Begin maintenance immediately after each area is planted and continue until acceptable lawn is established, but for not less
than the following periods: 1. Sodded Lawns: 60 days from date ofSubstantial Completion. Maintain and establish lawn by watering, fertilizing, weeding, mowing, trimming, replanting,
and other operations. Roll, regrade, and replant bare or eroded. areas and remulch to produce a unifonnly smooth hiwn.· . 1. In areas where mulch has been disturbed by wind or maintenance
operations, add new mulch. Anchor as required to prevent displacement. . . . C. Watering: Provide and maintain temporary piping, hoseS, arid lawn-watering equipment to convey water from
sour.ces and to keep lawn.lDlifonnly moist to a depth of4 inches. . . 1. -Schedule watering to prevent wilting, puddling, erosion, and displacement of seed or . mulch; Layout temporary
watering· system to avoid walking over'muddy or newly planted areas. . , 2. . Water lawn at a minimum rate of 1 inch per week. D. Mow lawp as soon as top growth is tall enough to cut.
Repeat mowing to maintain specified . height without cutting more than 40 percent of grass height. Remove no more than 40 percent ofgrass-leaf growth'in initial or subsequent 􀁾􀁯􀁷􀁩􀁮􀁧􀁳􀀮
Do not delay mowing until grass blades bend over and become matted. Do not mow when grass is wet.. Schedule initial and subsequent mowings to 􀁭􀁡􀁩􀁮􀁾 the following grass height: .
. I. 1. Mow grass 1 to 1-1/2 inches high. I· iI . ·E. Lawn Postfertilization: Apply fertiliZer after initial mowing.and 􀁷􀁨􀁾 grass is dry. 1. Use. fertiliZer that will provide actual
nitrogen of at least I Ib/l000 Sq. ft. to lawn area. . pART 2 -PRODUCTS 2.1 TURFGRASS SOD A. Turfgrass Sod: Certified Number 1 QUalitylPremiurn, including limitations-on thatch, weeds,
diseases, nematodes; and insects], complying with TPfs "Specifications for Turfgrass Sod Materials" in its ."Guideline Specifications to Turfgrass ·Sodding." Furnish viable sod of uniform
density, color, and texture, strongly rooted, and capable of vigorous growth and . development when planted. ... LAWNS AND GRASSES 02920 -3
Copyright 1999 AlA MASTERSPEC 8/99 1. Sun: Proportioned by weight as follows: a. Bermuda Grass b. St. Augustine Grass 2.2 TOPSOIL A. Topsoil: AS1M D 5268, pH range of 5.5 to 7, a minimum
of 6 percent organic material content; free of stones 1 inch (25 mm) or larger in any dimension and other extraneous materials harmful to plant growth.---1. Topsoil Source: Reuse surface
soil stockpiled on-site. Verify suitability of stockPiled surface soil to produce topsoil. Clean surface soil of roots, plants, sod, stones, clay lumps, and other extraneous materials
harmful to plant growth. --a. Supplement with imported or manufactured topsoil from off-site sources When 􀁱􀁵􀁡􀁮􀁴􀁩􀁴􀁩􀁾􀁳 are insufficient. Obtain topsoil displaced from nattirally
well-drained construction or mining sites where 􀁴􀁯􀁰􀁾􀁯􀁩􀁬 occurs at least 4 inches deep; do notobtain from bogs or marshes. -2. Topsoil Source: Import topsoil or manufactured topsoil
from off-site sources. Obtain topsoil displaced from naturally well-drained construction or mining sites where topsoil occurs at least 4 inches deep; do not obtain from bogs or marshes.
(') I -' ,2.3 -INORGANIC SOIL AMENDMENTS ,I 2.4 A. -Lime: ASTM C 602, agricultural limestone containing a minimum 80 percent calcium carbonate equiValent and as follows: 1. ClasS: Class
T, with a minimum 99 percent passing through No.8 -sieve and a minimwil 75 percent passing through No. 60 􀀧􀁳􀁩􀁥􀁶􀁥􀁾 ---2. Provide lime in fonn of dolomitic limestone. B. Sulfur:
Granular, biodegradable, containing a 􀁭􀁩􀁮􀁩􀁭􀁾 of 90 percerit sulfur, with a minimum 99 percent passing-through No.6 sieve and a nUixim:urn 10 percent passing through No. 40 sieve.
-Iron Sulfate: Granulated ferrous sulfate containing a minimum of 20 percent 4'on and 10 percent sulfur. Aluminum Sulfate: Commercial grade, unadulterated. Perlite: Horticultural perlite,
soil amendment grade. _ Agricultural Gypsum: -Finely 􀁧􀁲􀁯􀁾􀁤􀀬 containing a minimum of90 percent calcium sulfate. Sand: Clean, washed, natural or manufactured, free of toxic materials.
ORGANIC SOIL AMENDMENTS LAWNS AND GRASSES 02920 -4
II Copyright 1999 AlA MASTERSPEC 8/99 II ....􀁾 A. Compost: Well-composted, stable, and weed-free organic matter, pH range of 5.5 to 8; moisture content 35 to 55 percent by weight; 100
percent passing through 3/4-inch sieve; soluble salt content'of 5 to 10 decisiemens/m; not exceeding 0.5 percent inert contaminants and free ofsubstances 􀁴􀁯􀁾􀁩􀁣 to plantings; and
as follows: I. ' Organic Matter Content: 50 to 60 percent ofdry weight. 2. Feedstock: Agricultural, food, or industrial residuals; biosolids; yard trimmings; or source-separated orcompostable
mixed solid waste. B. ManUre: Well-rotted, tmleached, stable or cattle manure containing not more than 25 percent by volume of straw, sawdust, ·or other bedding materials; free of toxic
substances, stones, sticks, soil, weed seed, and 􀁭􀁡􀁾􀁥􀁲􀁩􀁡􀁬 harlnful to plant growth. ' 2.5 PLANTING ACCESSORIES . A. Selective Herbicides: EPA registered and approved, of type
recommended by manufacturer for application. 2.6 ' FERTll.IZER B. C. () :I' II -) I' I A. Bonemeal: 􀁴􀁯􀁾􀁥􀁲􀁣􀁩􀁡􀁬􀀬 raw or steamed. finely ground; a 􀁭􀁩􀁮􀁩􀁭􀁾 of 1 percent nitrogen'
and IO percent phosphoric acid. ' , Superphosphate: Commercial, phosphate 'mixture, soluble; a minimum of 20 percent, available . phosphoric acid. Commercial Fertilizer: Commercial-grade.
complete fertilizer ofneutral charilcter, consisting of fast-and slow-release nitrogen. 50 Percent ,derived from natural, orgamc sources of urea ' fonnaIdehyde, ph«:>SPhorous. and potassium
in the 􀁦􀁯􀁬􀁬􀁯􀁾􀁧 􀁣􀁯􀁾􀁳􀁩􀁴􀁩􀁯􀁮􀀺 1. Composition: I1b/l000 sq. ft. of actual nitrogen, 4 􀁰􀁾􀁥􀁮􀁴 phosphorous. and 2 percent potassium, by weight. ' 2. Composition: Nitrogen.
phosphoroUs. and potassium in amounts recommended in soil ' reports from a qualified soil-testin8. agency., D. Slow-Release Fertilizer: Granular or pelleted fertilizer consisting of
50 percent water-insoluble nitrogen, phosphorus, and potassium in the following composition: ' I. Composition: 20 percent nitrogen, 10 percent phosphorous, and 10 percent potassium,
by weight. ' , 2. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil-testing agency. 2.7 􀁾􀁣􀀺􀁂􀁄􀁅􀁓 A. Straw Mulch: Provide
air-dry, clean, mildew-and seed-free, salt hay or threshed straw of wheat, rye, oats. or barley. i' II' l.AWNS AND GRASSES . 02920-5
-._•...-..__.-..•....•._-_.-----Copyright 1999 AIA MASTERSPEC 8/99 B. Compost Mulch: Well-composted, stable, and weed-free organic matter, pH range of 5.5 to 8; moisture content 35 to
55 percent by weight; 100 percent passing through I-inch sieve; soluble salt content of 5 to 10 decisiemenslm; not exceeding 0.5 percent inert contaminants and free of substances toxic
to plantings; and as follows: ,.. I1 IiiI.. 􀁾􀀢􀀩 ! . I . (.-Ii 1. Organic Matter Content: 50 to 60 percent ofdry weight. 2. Feedstock: Agricultural, food, or industrial residuals;
biosolids; yard trimmings; or . source-separated or compostable mixed 􀁳􀁾􀁬􀁩􀁤 waste. C. Fiber Mulch: Biodegradable, dyed-wood, cellulose-fiber mulch; nontoxic; free of plant-growth
or germination inhibitors; with maximum 􀁭􀁯􀁩􀁳􀁴􀁵􀁲􀁾 content of 15 percent and a pH range of 4.5 to 6.5. D. Nonasphaltic Tackifier: Colloidal tackifier' recommended by fiber-mulch
manufacturer for slurry application; nontoxic and free ofplant-growth or germination inhibitors. E. Asphalt Emulsion: ASlM D 977, Grade SS-l; nontoxic and free of plant-growth or germination
inhibitors. 2.8 EROSION-CONnOL MATERIALS A. Erosion-Control Blankets: Biodegradable wood excelsior, straw, or coconut,.:fiber mat 􀁾􀁣􀁬􀁯􀁳􀁥􀁤 in a photodegradable plastic mesh. Include
manufacturer's recommended steel wire staples, 6 inches long. B. Erosion-Control Fiber Mesh: Biodegradable twisted jute or SPWl-COir mesh,· a minimum of 0.92 Ib/sq. 􀁹􀁤􀁾 , with 50
to 65 percent open area. Include manufacturer's recommended steel wire 􀁳􀁴􀁡􀁰􀁬􀁥􀁳􀁾 6 􀁩􀁮􀁾􀁨􀁥􀁳 long. . PART 3 -EXECUTION 3.1 EXAMINATION A. Examine areas to receive 􀁬􀁡􀁾 and
grass for compliarice with requirements and other conditions affecting perfonnance. Proc.eed with 􀁩􀁮􀁳􀁴􀁡􀁬􀁬􀁡􀁾􀁯􀁮 only after unsatisfactory conditions have been corrected. 3.2
PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs,. and . plantings from damage caused by planting operations. B. 1. Protect adjacent
and adjoining 􀁾from hydroseeding overspray. Provide 􀁥􀁲􀁯􀁳􀁩􀁯􀁾􀀭􀁣􀁯􀁮􀁴􀁲􀁯􀁬 measures to prevent erosion or displacement of soils and discharge of soil-bearing water runoff or
airborne dust to adjacent properties and walkways. . LAWNS AND GRASSES 02920 -6
Copyright 1999 AlA MASTERSPEC 8/99 3.3 LAWN PREPARATION A. Limit lawn subgrade preparation to areas to be planted. B. Newly Graded Subgrades: Loosen subgrade to a 􀁲􀁮􀁩􀁮􀁩􀁭􀁾 depth
of4 inches in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owners property. II 1. 2. 3. Apply fertilizer directly to subgrade
before"loosening. Thoroughly blend planting soil mix off-site before spreading or 􀁳􀁰􀁲􀁾􀁤 topsoil, apply soil amendments and fertilizer on surface, and thoroughly blend planting soil
mix. a. Delay mixing fertilizer with planting soil if planting will not proceed within a few days. '. b. Mix lime with dry soil before mixing fertilizer. Spread planting soil mix to
a depth of 4 inches but .not less than required to meet firilsh grades after light rolling and natural settlement. Do not spread if planting soil or subgrade is frozen, muddy, or excessivCIy
wet. a. Spread apProximately one-half the thickness of planting soil mix over loosened' . subgrade. Mix thoroughly into top 2 inches of subgrade, .Spread remainder of planting soil mix.
. . b. .Reduce elevation ofplanting-soil to allow for soil thickness of sod. E. Moisten prepared lawn areas before planting. if soil is dry. Water thoroughly and allow surface to dry
before planting. Do not create muddy. soil. ·F. Restore areas if eroded or otherwise disturbed after fmish grading and before planting. 02920 -7 a. . Apply fertilizer directly to surface
soil before loosening. Unchanged Subgrades: If lawns are to be planted in areas tmaltered or undisturbed by excavating; grading, or surface soil stripping operations, prePare:: surface
soil as follows: 1. Remove eXisting grass, vegetation, and turf. Do not mix into surface soil. 2. Loosen surface soil to a depth of at least of 6 􀁩􀁮􀁣􀁨􀁥􀁾􀀮 APPly soil amendments
.and ferQlizers according to planting soil miX proportions and.miX thoroughly into top 6 inches ofsoil. Till soil to a homogeneous mixture of:tine texture. . 3. Remove stones largez:
than 1-112 inches in any dimension and sticks, roots, trash, and . other extraneous matter. 4. Legally dispose of waste material, ulcluding grass, .vegetation, and turf, off Owners propertY.
D. Finish 􀁇􀁲􀁡􀁾􀁩􀁮􀁧􀀺 Grade planting areas to a smooth, unifonn surface plane with loose, uniformly fme texture. Grade. to within plus or minus 1/2 inch of finish elevation. Roll
and rake, remove ridges, and fill depressions to meet finish grades. Limit fine grading 􀁾 areas that can be pla.ilted in the immediate future. . . LAWNS AND GRAS'SES 􀁉􀁾 ) C. IIIII
III[ } ----' II l:: r . I '-
Copyright 1999 AIA MASTERSPEC 8/99 jr1 \. .. 3.4 SODDING A. Lay sod within 24 hours of harvesting. Do not lay sod if dormant or if ground is frozen or .muddy. .B. Lay sod to form a solid
mass with tightly fitted joints. Butt endS and sides of sod; do not stretch . or overlap. Stagger sod strips or pads to offset joints in adjacent. courses. Avoid damage to . subgrade
or sod during installation. Tamp and roll lightly. to ensure contact with subgrade, eliminate air pockets, and form asmo·oth surface: Work sifted soil or fine sand into minor cracks
between pieces ofsod; remove excess to avoid smothering sod and adjacent grass. C. 1. Lay sod across angle ofslopes exceeding 1:3. 2. Anchor sod on slopes exceeding 1:6 with wood pegs
or sted. staples spaced as recommended by sod mariufacturer but not less than 2· anchors per sod strip to prevent 􀁾􀁬􀁩􀁰􀁰􀁡􀁧􀁥􀀮 Saturate sod with fine water spray within two hours
ofplanting. During first week, water daily . or more frequently as necessary to maintain moist soil to a minimum depth of below sod. 3.5 LAWN RENOVATION A.. RenoVate existing lawn. .B.
Renovate existing lawn damaged by Contractor's operations, such as storage. of materials or equipment and movement ofvehicles.. 1.· Reestablish lawn where settlement or 􀁾􀁡􀁳􀁨􀁯􀁵􀁴􀁳
occur or where minor regrading is required. C. Remove sod and vegetation from'diseased or unsatisfactOry lawn areas; do 􀁾􀁯􀁴 bury in soil. . D. Remove topsoil containing foreign materials
resulting from Contractor's operations, including oil drippings, fuel spills. stone, gravel, and other construction materials, and replace with new topsoil. . . . . Mow, dethatch, core
aerate, and rake existing lawn. Remove weeds before seeding.. Where weeds are extensive, apply selective herbicides as required. Do not use pre-emergenc.e herbicides. . Remove waste
and· foreign materials, including weeds, soil cores, grass, vegetation, and turf, and legally dispose ofthem off Owner's property. Till stripped, bare, and compacted areas thoroughly
to a soil depth of 6" inches. Apply soil amendments and initial fertilizers required for establishing new lawns and mix· thoroughly into top 4 inches of existing soil. Provide new planting
soil to fill low spots and .meet finish grades. J. Apply sod as required for new lawns. LAWNS AND GRASSES 02920 -8
I: Copyright 1999 AlA MASTERSPEC 8/99 I" iI ' 'J ), K. Water newly planted areas and keep moist until new lawn is established. 3.6 " SATISFACTORY LAWNS A. . Satisfactory Sodded Lawn:
At end ofmaintenance period, a healthy, well-rooted, even-colored,. viable lawn has been established,. free of weeds, open joints, bare areas, and surface . irregularities. . ·B. Reestablish
lawns that do not comply with requirements and continue maintenance until lawns are satisfactory. 3.7 CLEANUP AND PROTECTION A. Promptly remove 'soil and debris 􀁾􀁥􀁡􀁴􀁥􀁤 by hlwn
work from "paved areas. Clean· wheels of . vehicles before leaving site to avoid tracking soil onto 􀁲􀁯􀁾􀁤􀁳􀀬 walks, or other paved areas.' B. 􀁅􀁲􀁥􀁣􀁾 barri"cades and warning.·signs
as required .to protect 􀁾􀁥􀁷􀁬􀁹 planted areas from traffic: . Maintain barricades throughout maiIitenance period and remove' after lawn is established. . . C. .Remove. erosion-control
􀁭􀁥􀁾􀁵􀁲􀁥􀁳 after grass establislunent"period. END OF SECTION 02920 LAWNS AND GRASSES 02920 -9
ADDISON FIRE 􀁓􀁾􀁁􀁔􀁉􀁏􀁎 NO.1 DRAINAGE IMPROVEMENTS I"-'\, Copyright 1999 AlA SECTION 02930 -EXTERlOR PLANTS PART I -GENERAL MASTERSPEC 8/99 1.1 RELATED DOCUMENTS 1-: l') II'.·:,.
1.2A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY A. This Section
includes the following: 1. Trees. 2. Shrubs. 3. Ground cover. B. Related Sections include the foHowing: 1. Division 2 Section "Tree Protection" for proteCtion of existing trees and planting,
topsoil stripping and stockpiling, and site clearing. 2. Division 2 Section "Earthwork" for excavation, filling, and rough grading and for subsurface aggregate drainage and drainage
backfill materials. 3. . Division 2 Section "Subdrainage" for below-grade drainage of landscaped areas, paved areas, and wall perimeters. i • 1.3 DEFINITIONS A. Container-Grown Stock:
Healthy, vigorous, well-rooted exterior plants groWn ina container with well-established root system reaching sides of container and maintaining a firm ball when removed from container.
Container shall be rigid enough to hold ball shape and protect root mass· during shipping and be sized according to ANSI Z60.1 for kind, type, and size of exterior pI ant required. iI
B. ( C. Ii D. E. II I'"' Finish Grade: Elevation of finished surface of planting soil. Manufactured Topsoil: Soil produced otT-site by homogeneously blending mineral soils or sand with
stabilized organic soil amendments to produce top.soil or planting soil. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil;
mixed with soil amendments. Subgrade: SUrface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill, before placing planting soil. . EXTERlOR
PLANTS 02930 -I
Copyright 1999 AlA MASTERSPEC .8/99 1.4 SUBMmALS irI ! A. Product Data: For each type ofproduct indicated. B. Samples for Verification: For each ofthe following: 1. 5 lb of mineral mulch
for each color and texture of stone required, iIi labeled plastic 􀁢􀁡􀁧􀁳􀁾􀀮 2. Edging' materials and accessories, of manufacturer's standard size, to verify color selected. C. Product
Certificates:' For each type of 􀁭􀁡􀁮􀁵􀁦􀁡􀁣􀁾􀁤product, si8ned by product manufacturer, and complying with the following: 1. Manufacturer's certified analysis for standard products.
2. .Analysis of _other materials by a t:eC0gnized laboratory made according -to methods established by the Association-ofOfficial Analytical Chemists, where .applicable. Qualification
Data: For landscape Installer.. Material Test Reports: For existing surface soil and imported topsoil. Planting Schedule: Indicating anticipated planting dates for exterior 􀁰􀁬􀁡􀁮􀁾..
Maintenance Instructions:. Recommended procedures to be established by Owner for maintenance of exterior plants during a calendar year. Submit before expiration of required maintenance
periods. -1.5 QUALITY ASSURANCE A Inst!Jler Qualifications: A qualified landscape installer whose work·has resulted in successful . establishment of exterior plants. 1. Installer's Field
Supervision: Require Installer tolllaintain an experienced full-time supervisor on Project site when exterior plant4tg is in progress. B. Soil-Testing Laboratory Qualifications: An independent
laboratory, recognized by the State "Department of Agriculture, with the experience and capability to conduct the testing indicated and that speCializes in types oftests to be performed.
C. Topsoil Analysis: Furnish soil analysls by a qualified soil-testing laboratory stating percentages of _organic inatter; gradation of sand, silt, and clay content; cation exchange
capacity; deleterious material; pH; and mineral and 􀁰􀁬􀁾􀁴􀀭􀁴􀁩􀁵􀁴􀁲􀁩􀁥􀁮􀁴 content oftopsoil. 1. Report suitability oftopsQil for plant growth. State recommended quantities of
mtrogen, phosphorus, and potash nutrients and soil amendmen,ts to be added to' produce a satisfactory topsoil. -I EXTERIOR PLANTS 02930 -2
Copyright 1999 AIA MASTERSPEC 8/99 D. Provide quality, size, genus, species, and. variety of exterior plants indicated, complying with applicable requirements in ANSI Z60.1, "American
Standard for Nursery Stock." IIIl.II E. F. G. 1. Selection of exterior plants purchased under allowances will be made by Architect, who will· tag plants at their place of growth before
they are prepared f?r transplanting. . Tree and Sluub Measurements: Measure according to ANSI Z60.1 with branches and trunks or canes in their normal ·position. Do not prune to obtain
required sizes. Take caliper measurements 6 inches above ground for trees up to 4-inch caliper size, and 12 inches above ground for larger sizes. Measure main body of tree or shrub for
height and· spread; do not measure branches or roots tip-to-tip. _ . . _Observation: Architect may observe trees and sluubs either at place of growth or at site before planting for compliance
with requirements for genus, species, 􀁶􀁾􀁥􀁴􀁹􀀬 size, and quality. Architect retains right to observe trees and shrubs further for size and condition ofballs and root .systems, insects,
injuries, and 􀁬􀁡􀁴􀁾􀁴 defects and to reject unsatisfactory or defective material at any time during progress of work. .Remove rejected trees or sluubs immediately from Project site.
1. Notify ArChitect of sources of planting tpaterials seven .days in advance of delivery to site. . . Preinstallation Conference: Conduct conference at Project site to comply with requirements
iIi. Division 1 Section ".Project Management and Coordination." rI II. 1.6 DELIVERY, STORAGE, AND HANDLING. A. Deliver exterior plants freshly dug. 1.· Immediately after digging up bare-root
stock, pack root system in wet straw, hay, or other .suitable.material to keep root 􀁾􀁴􀁥􀁲􀁮􀁭􀁯􀁩􀁳􀁴 until planting.. . -B. Do not prune trees and shrubs beforedetiyeryi-except as
approved by Architect Protect bark, branches, and-root systems from Sl,JIl scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or bind-tie trees or sluubs
in such a manner as to destroy their natural shape. _Provide protective covering of exterior plants during delivery. Do not drop exterior plants during delivery. -C. Handle planting
stock by root.ball. D. Deliver exterior plants after preparations for planting have been completed and install imIDediately. If planting is delayed more than six hours after delivery,
set exterior plants trees .in shade, protect from weather and mechanical damage, and keep roots moist. . 1. Set balled stock on ground and cover ball with soil, peat moss, sawdus4 or
other acceptable material. . 2. Do notremove container-grown stock from contafuers before time· ofplanting. EXTERIOR PLANTS 02930 -3
Copyright 1999 AIA MASTERSPEC 8/99 II:' f\ 3. Water root systems of exterior plants stored on-site with a fine-mist spray. Water as often as necessary to maintain root systems in a moist
condition. 1.7 COORDINATION A. Planting Restrictions: Plant during _one of the following periods. Coordinate planting periods with maintenance periods to provide required maintenance
from date "of Substantial Compietion. 1. Spring pianting: Jan 151h to April 1Sth 2. Fall Planting: Sep ISIh to Nov 15th I1 __ B. Weather Limitations: Proceed with planting only when
existing and forecasted weather conditions permit. C. . Coordination with Lawns: Plant trees and shrubs after finish grades are established and before planting lawns, unless otherwise
acceptable to Architect . 1. When planting trees and shrubs after lawns, 􀁰􀁲􀁯􀁴􀁾􀁣􀁴 lawn· areas ·and promptly repairdamage caused by planting operations. 1.8 WARRANfY A. Warrant
the following exterior plants, for the warranty period indicated, against defects including death and unsatisfactory growth, except for defects 􀁾􀁥􀁳􀁵􀀱􀁴􀁩􀁮􀁧 from lack of adequate
􀁭􀁡􀁩􀁮􀁴􀁾􀁡􀁮􀁣􀁥􀀬 neglect, 􀁾􀁲 abuse by Qwner, or incidents that are beyond Contractor's control. rI(r-t[[-1. 2. 3. 4. 5. Warranty PeriOd for Trees and Shrubs: One year from date
of 􀁓􀁵􀁢􀁳􀁴􀁡􀁮􀁾􀁡􀁬Completion. Warranty Period for -GroWld 􀁾􀁯􀁶􀁥􀁲 and Plants: 12 months from date of Substantial Completion. . ., . . RemovC? 􀁾􀁥􀁡􀁤 exterior plants immediately.
'Rq,lacti"immediately unless required to plant in the succeeding planting season. Replace exterior plants that are more than 25 percent dead or in an unhealthy condition at _ end 􀁯􀁦􀁷􀁡􀁭􀁭􀁴􀁙􀁰􀁥
􀁲􀁩􀁾􀀮 -----A limit ofotie replacement of each exterior plant will be required, except for losses, or _replacements due to failure to comply with requirements. 1.9 MAINTENANCE· A.
Trees and Shrubs: Maintain for the following maintenance period by pTWling, cultivating, watering, weeding, fertilizing, restoring plantmg saucers, tightening and repairing stakes and
guy supports, and resetting to proper grades or vertical position, as required to establish healthy, viable plantings. Spray as required to keep trees and shrubs free ofinsects and disease.
Restore or replace damaged tree wrappings. . ([-iil I IIL I· ." /1. Maintenance Period: 12 months'from date ofSubstantial Completion. EXTERIOR PLANTS 02930 -4
Copyright 1999 AlA MASTERSPEC 8/99 ! t ,; -' I r B. Ground Cover and Plants: Maintain for the following maintenance period by watering, weeding, fertilizing, and other operations as
required to establish healthy, viable plantings: 1. Maintenance Period: 12 months from date ofSubstantial 􀁃􀁯􀁾􀁰􀁬􀁥􀁴􀁩􀁯􀁮􀀮 PART 2 .. PRODUCTS . . 2.1 TREE AND SHRUB MATERIAL A.
General: Furnish nurSery-grown trees and shrubs complying·with ANSIZ60.1,with healthy' root systems developed by transplanting or root pruning. Provide well-shaped, fully branched, .
heal$y, vigorous stock free of disease, insects, eggs, larvae, and defects such" as mots, sun s.cald, injuries, .abrasions. and "disfigurement. . B. Grade: 'Provide trees and shrubs
of sizes and grades complying with ANSI Z60.1 for type of· trees and .shrubs required. Trees and. shrubs of a larger size may be used if acceptable to Architect, with a proportionate
increase in size' ofcontainer. . Label 􀁾􀁣􀁨 tree_and shrub .with securely attached, waterProof tag 􀁾􀁡􀀮􀁲􀁮􀀺􀁴􀁧 "legible designation of .. "botanical and common .name. . . Label
at least one tree and one shrub 'of each-variety and caliper with· a .securely attached, waterprooftag bearing legiblC? designation of botanical.and common name.· . . Ifformal arrangements
or consecutive order of trees or shrubs is shown, select stock for uriiform height and 􀁳􀁰􀁲􀁥􀁡􀁾 and number label to assme-symmetry in planting. . " SHADE AND FLOWE.R.ING TREES Shade
Trees:.SiIigie-stem trees with straight tnink. well-balanced crown, and intact·leader. of .' height and caliper indicated, complying with ANSI Z60.1 fQr type oftrees required. . 1. Provide
container-grown trees. 2. Branching Height: One-third t9 one-halfoftree height. B. Small Upright Trees: Branched or pruned natural.ly according to. species .and type, with 􀁲􀁥􀁬􀁾􀁴􀁩􀁯􀁮􀁳􀁨􀁩􀁰of
caliper, height, and branching 􀁡􀁾􀁣􀁯􀁲􀁤􀁩􀁮􀁧 to ANSI Z60.1; stem form as follows: 1. Stem Form: Single stem; Multistem, shrub, with multiple stems. 2. Provide contaIner growntrees."
.. C. Multistem Trees: Branched or'pruned naturally according to species and'type, With relationship ofcaliper, height, and branching according to ANSI Z60.1; stem (orm as follows:'
I; Stem Form: .Shrub. EXTERIOR PLANTS 02930 ':5
Copyright 1999 AIA MASTERSPEC 8/99 rItl I 2.3 2. Provide balled and burlapped trees. DECIDUOUS SHRUBS A. Fonn and Size:. Deciduous shrubs with not less than the minimum number of canes
required by andmeasured according to ANSI Z(iO.1 for type, shape, and height ofshrub.' . 1. Provide container-grown shrubs. 2.4 GROUND COVER PLANTS A. Ground Cover: Provide ground cover of species
indicated, established and well 􀁲􀁾􀁴􀁥􀁤 in pots or similar containers, 􀁡􀁮􀁾 complying with ANSI Z60.1 and'the f<:>llowing reql,lireIilents: 2.5 ropson.· A. Topsoil:' ASTMD 5268,
pH range of 5.5 to 7, a minimum. of 6 percent organic material cOntent; free ofstones 1 inch or larger in any dimension and other extraneous materials harIJrlUl . to plailt growth. .
-. 1. Topsoil Source: Reuse surface soil stockpiled on-site. Verify 􀁳􀁵􀁩􀁾􀁢􀁩􀁬􀁩􀁴􀁹 of stockpileq surface soil to .produce topsoil. .Clean' surface soil of roots, plants, sod, stones,
clay 􀁬􀁵􀁲􀁮􀁰􀁾􀀬 and other extraneous materials·hannful to plant growth.. . a. Surface soil may be suPP.lernented with imported or manufactured topsoil from off-, site sources. Obtain
topsoil displaced from naturally well-drained construction or mining sites where topsoil occUrs at. least 4 inches deep; do not obtain from bogs or . marshes. . . 2.6 INORGANIC SOn.
AMENDMENfS· A. .Lime: ASTM C 􀀶􀀰􀀲􀁾 agricultu:riU limestone containirig a minimum. 80 percent calcium carbonate equivalent and as follows: 1. . Class:' Class 􀁔􀁾 with a rninimurn99
percent passing through No.8 sieve and a minimum . 75 percent passing through No. 60 sieve. '. ,.' 2. Class: Class 0, with a minimum 95 percent passi,ng through No.8 sieve and a minimum
55 percent passjng through No. 60 sieve. . . 3. Provide lime. iIi form of dolomitic limestone. B. . Sulfur: Granular, biodegradable, containffig a minimum of 90 percent sulfur, with
a minimum 9.9 􀁰􀁥􀁲􀁣􀁾􀁴 passing th. rough No.6 sieve and a maximum 10 percent passing through No. 40 . -SIeve. C. Iron Sulfate; Gfanulated ferrous sulfate containing a Iirinirnum
of 20 'percent iroiland 10 percent sulfur. . . p. Aluminum Sulfate: Commercial grade, unadulterated. EXTERIOR PLANTS .. 02930 -6
Copyright 1999 AlA MASTERSPEC 8/99 I E. 􀁾􀁊 , .' F. G. Perlite: Horticultural perlite, soil amendment grade. . Agricultural Gypsum: Finely ground, containing a minimum of 90 percent
calcium sulfate. Sand: Clean, washed, natural or manufactured, free of toxic materials. Ii\r􀀢􀀬􀀭􀁾􀀬􀀻􀀧 2.7.1 ORGANICSOIL AMENDMENTS A. Compost:· Well-eomposted, stable, and weed-free
organic matter, pH .range of 5.5 .t08; moisture content 35 to 55 percent by weight; 100 percent passing through 112-inch sieve; soluble salt content of 5 to 10 decisiellJens/m; not exceeding
0.5 percent inert contaminants and free ofsubstances toxic to plantings; and·as follows: I. .Organic Matter Content: ·50 to 60 percent ofdry weight. . 2., Feedstock: Agricultural, 􀁦􀁯􀁯􀁤􀁾
or inqustrial residuals; biosolids; yard triIiunings; or 􀁳􀁯􀁵􀁲􀁣􀁥􀀭􀁳􀁥􀁰􀁾􀁴􀁥􀁤or compostable mixed solid waste. B. Manure: Well-rotted, unleached, stable or cattle manure containing
not more than 25 percent by volume of straw, 'sawdust,' or other bedding' materials; free of toxic substances, 􀁳􀁴􀁯􀁮􀁥􀁳􀁾 sticks, soil, weed seed, 􀁾􀁤 material harmful to plant
growth. 2.7 FERTILIZER A. Bonemeill: Commercial, raw or, steamed, fmely gro\U1d; a minimum of I percent nitrogen and 10 percent phosphoric acid. " , ' B. SuperphosPhate: Commercial,
phosphate mixture, soluble; a minimum,of 20 percent available phdsphoricacid.· . . C.: Slow-Release Fertilizer: Granular or pelleted fertilizer consisting of 50 percent 􀁷􀁡􀁴􀁥􀁲􀁾􀁩􀁮􀁳􀁯􀁬􀁵􀁢􀁬􀁥
.nitrogen, phosphorus, and potassium in the following composition: 1. 'CoIDpOsition: 20 percent,nitrogen, 10 percent phosphoroUs, and 10 percent potassium, by , weight " . 2. Composition:
Nitrogen, phosphorous, and potassium in aniO\U1ts recommended in soil reports from a qualified 􀁳􀁯􀁩􀀱􀀭􀁴􀁥􀁳􀁴􀁩􀁮􀁾 agency. 2.8 MULCHES A. Organic Mulch: Free from deleterious materials
and suitable as a top dressing of trees and shrubs, 􀁣􀁯􀁮􀁳􀁩􀁳􀁴􀁩􀁮􀁾 Ofone ofthe following: I. Type: Shredded hardwood. B. Compost Muich: Well-composted, stable, and weed-free organic
matter, pH range of 5.5 to 8; moisture content 35 to 55 percent by weight; 100 percent passing through I-inch (25-mm) sieve; ·soluble salt content of 5 to 10 decisiemens/m; not. exceeding
0.5 percent inert contaminants and free ofsubstances toxic to plantings; and as follows: EXTERIOR PLANTS' 02930 -7
Copyright 1999 AlA MASTERSPEC 8/99 1. Organic Matter Content: 50 to 60 percent of dry weight. 2. Feedstock: Agricultural, food, or industrial residuals; biosolids; yard trimmings; or
. 'Source-separated or compostable mixed solid waste. 2.9 STAKES AND GUYS A.. UprIght and Guy Stakes: Metal "1''' Stakes, sound, new formed steel "T' shape,.lerigth indicated, pointed
at one end. B. c. D. E. 2.10A. riB. Guy and Tie Wire: AS1MA 64l1A 641M, Class 1, galvanized-steel wire, 2-strand, twisted, 0.106 inch in diameter. . . Guy Cable: S-strand, 3/16-inch-diameter,
galvanized-steel cable, with zinc-coated turnbuckles, a miniInum of3 inches long, with two 3/8-inch galvanized eyebolts. . HoSe Chafing Guard: Reinforced rubber or plastic hose at least
1/2 inch in diameter, black, cut to lengths required to protect tree􀁾from 􀁾􀁧􀁥􀀮 Flags: Stand8rd· smveyor's plastic flagging tape, white. 6 inches.long. .MISCELLANEOUS PRODUcrS Antidesiccant:
Water-insoluble emulsion, perineable moisture retarder, film forming, -for trees and shrubs; Deliver in original, sealed, and fully labeled containers and mix according to' 􀁭􀁡􀁮􀁵􀁦􀁡􀁣􀁴􀁵􀁲􀁥􀁲􀀧
􀁾􀂷written instructions. Steel Edging: W' x 4" formed steel edging with 12" stakes for ground setting, painted dark green., Dcliver new, mused material in standard factory .lengths
and set per the locations· indicatcd on thc drawings. -. PART 3 -EXECUTION EXAMINATION Examine areas to receive. exterior plants for compliance with requirements and conditions affecting
installation and performance. Proceed with installation only after unsatisfactory· conditions have been corrected. PREPARATION Protect structures, utilities, sidewalks, pavements, and
other facilities, and lawns and existing exterior plants from damage caused by·planting operations. . EXTERIOR PLANTS 02930 -8
Copyright 1999 AlA MASTERSPEC 8/99 i1II!(Ii B. C. D. E. Provide erosion-control measures to prevent erosion or displacement of soils and discharge of soil-bearing water runoff or airborne
duSt to adjacent properties and walkways. Layout individual tree and shrub locations and areas for multiple exterior plantings. Stake locations, outline areaS, adjust locations when
requested, and obtain Architect's acceptance of layout before planting. Make minor adjustmentS as required. Layout exterior plants at locations directed by Architect. Stake locations
of individual trees and shrubs and outline areas for multiple plantings. Apply antidesiccant to trees and shrubs using power spray to provide an adequate film over trunks, branches,
stems, twigs, and foliage to protect during digging, handling, and transportation. I. If deciduous trees· or shrubs are moved in full leaf, spray with antidesiccantat nursery before
moving and again two weeks after planting. 3. a. ) r· 1r---!i . Iri--( 3.3 PLANTING BED ESTABLISHMENT A. Loosensubgrade ofplanting beds toa mininium depQ1 of 8 􀁩􀁮􀁣􀁨􀁾􀀮 Remove stones
larger than 0: 1 inch in any dimension and sticks. roots, rubbish, and other extraneous matter and legally dispose ofthem 􀁯􀁦􀁦􀁏􀁷􀁮􀁾􀁳 propero/. ° i. Apply fertilizer directly to
subgfade before looSening. 2.· Thoroughly blend planting soil mix off-'site before Spreading. a. Delay mi#ng fertilizer with planting soil ifplanting will not proceed within a few days.
b. Mix lime with dry soil before mixing 􀁦􀁾􀁬􀁩􀁺􀁥􀁲􀀮 Spread planting sail mix to a dePth of 12 inches but not less than required to meet finish grades after natural settlement .Do
not spread if planting soil or subgrade is frozen. muddy, or exceSsively wet.. . Spread approximately one-half the thickness of planting soil mix over loosened subgrade. Mix thoroughly
into top 4 inches of sUbgrade. Spread remainder of 􀁾􀁡􀁮􀁴􀁩􀁮􀁧􀁳􀁭􀁬􀁭􀁩􀁸􀀮 . B. Finish Grading: 􀁇􀁲􀁡􀁤􀁥􀁰􀁬􀁾􀁴􀁩􀁮􀁧 beds to a 􀁳􀁭􀁯􀁯􀁾 uniform surface plane with loose, uniformly
fine texture. Roll and 􀁲􀁡􀁫􀁾􀀬 remove ridges, and fill depressions to meet finish 􀁧􀁲􀁡􀁤􀁥􀁳􀁾 C. Restore planting beds iferoded or otherwise disturbed after finish grading and
_before planting. 3.4 TREE AND SHRUB EXCAVATION A. Pits and Trenches: Excavate-circular pits with sides sloped inward Trim base leaving center -area raised slightly to support root ball
and assist in drainage. Do 􀁮􀁯􀁾 further disturb base. Scarify sides ofplant-pit smeared or smoothed dming excavation. EXTERIOR PLANTS 02930 -9
Copyright 1999 AlA MASTERSPEC 8/99 IJ ...􀁾, 1. Excavate 􀁡􀁰􀁰􀁲􀁯􀁸􀁩􀁭􀁡􀁾􀁥􀁬􀁹 one and one half times as wide as ball diameter for balled and burlapped and container-grown stock.
ii -' IB. Subsoil removed from excavations may be used as backfill. C. Obstructions: Notify Architect if unexpected rock or obstructions detrimental to trees or shrubs are encountered
in excavations. 1. Hardpan Layer: Drill 6-inch-diameter holes into free-draining strata or to a depth of 10 _ feet, whichever is less, and backfill with free-draining material. D. Drainage:
Notify Architect if subsoil conditions evidence Wlexpected water, seePage or retention in tree or shrub pits. Fill excavations with water and .allow to perColate away before positioning
trees and shrubs. TREE'AND SHRUB PLANTING Set container grown stock plumb and in center of pit or trench with top of root ball 1 inch above adjacent finish grades. 1. Remove plant from
container. R:emove pallets; if any, before .setting. Do not usc planting stock if root ball is cracked or broken before or during planting operation. _ 􀁾􀀮 Place planting soil mix aroWld
root ball in layers, tamping to settle mix and eliminate . voids' and air pockets. When pit is approximately one-half backfilled, water thoroughly before placing reinainder of backfill.
Repeat watering Wltil no -more water 􀁩􀁳􀁡􀁢􀁳􀁯􀁲􀁢􀁥􀁤􀁾 􀁗􀁾􀁴􀁥􀁲 again 􀁡􀁦􀁴􀁾 placing and tamping final layer ofplanting soil mix. -B. Organic Mulching: Apply 3-inch average
thickness of.organic mulch extending 12 inches beyond edge ofplanting pit ortrencb. Do not place mulch within 3 inches oftnmks or stems. 3.6--TREE AND-SHRUB PRUNING A. PruDe, thin, and
shape trees and shrubs as directed by Architect. B. PrWle, thin, and shape tret:S and shrubs according to standard horticu1hn-a1 practice.-Pnuie-trees to retain required height and·
spread. Unless otherwise indicated by Architect, do not cUt tree leaders; remove only injured or dead branches from flowering trees. PruDe shrubs to retain natural character. Shrub sizes
indicated are sizes after pruning. -3.7 GUYING AND STAKING A. Upright Staking and Tying: Stake trees of2-through 5-inch caliper. Stake trees ofless than 2inches caliper only as required
to prevent Wind tip-out. Use a minimum of 2 stakes oflength reqwred to penetrate at least 18 inches below bottom of backfilled excavation and to extend at least 72 inches above grade.
Set vertical stakes and space to avoid penetrating root balls or root masses. Support trees with two strands of tie wire encased in hose sections at contact points with tree trunk. Allow
enough slack to avoid rigid restraint of tree. Use the number of stakes as folloWs: EXTERIOR.PLANTS 02930 -10
Copyiight !999 AJA MASTERSPEC 8/99 ) ) IrII· 1. Use 2 stakes for trees up to 12 feet high and 2-l/2inches or less in caliper; 3 stakes for trees less than 14 feet high and up to 4 inches
in caliper. Space stakes equally around trees. I· 3.8 SHRUB PLANTING A. Set out and spac'e ground cover and plants as indicated. B.. Dig holes large enough to allow spreading ofroots,
and backfill with planting soil. . C. Work sOil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water.. D. Water thoroughly after planting,
taking carenot to cover plant crowns with wet soil. E. Protect plants. from hot sun and wind; remove protection if plants show evidence of recovery from transplanting shock. 3.9 PLANTING
BED MULCH;ING i ) -A. Install weed-coritrol barriers before mulching 􀁾􀁣􀁣􀁯􀁲􀁤􀁩􀁮􀁧 to manufacturers-written instructions.. Completely cover area to be mulched, overlapping edges
a minimum of 6 inches. 1. Material and Seam Treatment: 􀁃􀁯􀁭􀁰􀁯􀁳􀁩􀁾 fabric with seams pimied B. Mulch bac.kfilled swfaces ofplanting beds and o.ther.areasindicated. 1. Organic Mulch:
Apply 3-inch average thickness of.organic mulch, and finish level with adjacent finish grades. Do not place mulch 􀁡􀁾plant stems. 4.0 CLEANUP AND PROTECTION A.· During exterior pianting,
keep adjacent pavings and construction clean and work area in an orderly condition. ,. B. Protect exterior plants from damage· due to landscape oPerations,· operations by other contractors
and trades, and others. Maintain protection during 􀁩􀁮􀁳􀁾􀁬􀁡􀁴􀁩􀁯􀁮 an4 maintenance . periods. Treat, repair, or replace damaged 􀁥􀁾􀁴􀁥􀁲􀁩􀁯􀁲 planting. 4.1.DISPOSAL A. Disposal:
Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris, and legally dispoSe ofthem offOwner's property. END OF SECTION 02930 EXTERIOR PLANTS
02930 -11
Copyright 1998 AlA MASTERSPEC 2/98 􀁾􀀬 􀁾􀁄􀁄􀁉􀁓􀁏􀁎 FIRE STATION NO.1 DRAINAGE IMPROVEMENTS SECTION 04810 -UNIT MASONRY ASSEMBLIES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings
and. general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes
unit masonry assemblies consisting of the following: 1. Building (conunon) brick. 2. Mortar and grout. 3. Ties and anchors. 4. Embedded flashing. 5. Miscellaneous masonry accessories.
B. Related Sections include the following: [" Ic .. I c. rII D. I. Division 2 Section "Unit Pavers" for exterior unit masonry paving. 2. Division 7 Section "Bituminou's Dampproofing"
for dampproofing applied to cavity face of backup wythes of cavity walls. Products furnished, but not installed, under this Section include the following: 1.. Dovetail slotS for 􀁲􀁭􀁳􀁯􀁴􀁴􀁩􀀧􀁹􀀢�
�􀁡􀁮􀁣􀁨􀁯􀁲􀁳􀁾 installed under Division 3 Section "Cast-in-Place . . Concrete." Products installed, but not furnished, under this Section include the following: I. Cast-stone trim,
furnished under Division 4 Section "Cast Stone." 1.3 PERFORMANCE REQUIREMENTS A. Provide unit masonry that develops the following net-area compressive strengths (fm) at 28 days. Determine
compressive strength of masonry from net-area compressive strengths of masonry units and mortar types according to Table 21-D of the Unifonn Building Code. B. Provide unit masonry that
develops the following net-area compressive strengths (fm) at 28 days. Determine compressive strength of masonry by testing masonry prisms according to ASTM C 1314.Relain appropriate
subparagraphs below with either paragraph above. Retain or revise values in 􀁾􀁵􀁢􀁰􀁡􀁲􀁡􀁧􀁲􀁡􀁰􀁨􀁳 if one value is applicable throughout Project. Retain "as indicated" ifvalues are
shown on Drawings. UNIT MASONRY ASSEMBLIES 04810-1
Copyright 1998 AlA MASTERSPEC 2/98 c--I \l 1. For Brick Unit Masonry: fm =2000 psi I" I 1.4 SuBMITfALS A. Product Data: For each different masonry unit, accessory, and other manufactured
product specified. B. Shop Drawings: Show fabrication and installation details for the following: 1. Face Brick: Show coursing and location ofspecial shapes. 2. Stone Trim Units: Show
sizes, profiles, and locations ofeach stone trim unit required. 3.Fabricated Flashing: Detail comer units, end-dam units, and other special applications. -C. Samples for Initial Selection:
For the following: 1. Unit masonry Samples in small-scale form showing the full range of colors and textures .available for each different exposed masonry unit 􀁲􀁥􀁱􀁵􀁩􀁲􀁥􀁤􀁾 2.
Colored mortar Samples showing the full range 􀁾􀁦colors available. D. Samples for Verification: For the following: Full-size units for each different exposed masonry unit required,
showing the full range o(eXposed colors-, textures,. and dimensions to be expected in the cl;)mpleted construction. Mortar Samples for each color required, showing the full range" of
colors expectedmthe finished construction. Make samples using the same sand and mortar 􀁩􀁮􀁧􀁲􀁾􀁤􀁩􀁥􀁮􀁴􀁳 to be used on Project. Weep holes/vents in color to match mortar color.
Accessories embedded in the masonry. ·E. List of Materials_Used-in Constructing Mockups: List generic product 􀁮􀁡􀁭􀁣􀁓􀂷􀁴􀁯􀁧􀁥􀁴􀁨􀁥􀁲􀁷􀁩􀁴􀁨􀀭􀀭􀁾􀁣􀀻􀁟􀀮􀀺 manu.facturers,manufacturers'
product names, model numbers, lot numbers, batch n1imbers, source of supply, and other 􀁩􀁮􀁦􀁯􀁲􀁭􀁡􀁴􀁩􀁯􀁾 as required to identify materials used. IIiclude .mix proportions for mortar
and grout and source ofaggregates. . 1. Submittal is -for information only. Neither receipt of list nor approVal of mockup 􀀺􀀺􀀮􀁟􀁣􀁑􀁮􀁳􀁴􀁩􀁾􀁾􀁳 approval of deviations from the
Contract Documents, unless such ,deviations arc Specifically brought to the attention ofthe Architect and approved inwriting.-F. Qualification Data: For firms and persons specified in
"Quality Assurance" Article• .G. Material 􀁔􀁾􀁳􀁴 Reports: From a qualified testing agency indicating and interpreting test results of the following for compliance with requirements
indicated: 1. Each type of􀁾􀁯􀁮􀁲􀁹unit required. a. Include size-variation data -for brick, verifying that actual-range of'sizes falls within specified tolerances.' UNIT MASONRY ASSEMBLJES
04810 -2
Include test results, measurements, and calculations establishing net-area compressive strength ofmasonry units. I), Copyright 1998 AIA b. MASTERSPEC 2/98 2. Mortar complying with property
requirements ofASTM C 270. 3. Grout mixes complying with compressive strength requirements ofASTM C 476. Include description of type and proportions of grout ingredients. H. fI IIi )
. I. Material Certificates: Signed by manufacturers certifying that each of the following items complies with requirements: . 1. Each type of􀁾􀁯􀁮􀁲􀁹 unit required: a. Include size-variation
data for bricJ.e, verifying that actual range of sizes falls within specified tolerances. b. Include test data. measurements. and calculations establishing net-area compressive strength
ofmasonry units. . 2. Each cement product required' for mortar and grout. including name of manufacturer. brand. type. and weight slips at time ofdelivery. 3. Each combination of masonry
unit type' and mortar type. Include statement of net-area compressive strength ofmasoI;D'Y units. mortar type, and net-area compressive strength of. masonry determined according to Table
21-D ofthe Uniform Building Code. 4. Each type and size ofjoint reinforcement . 5. Each type and size of anchor. tie. and metal accessory. . Cold-Weather Procedures:· Detailed description
of methods, materials, and equipment to be used to comply with cold-weather requirements. . . c .. ii( -I!I! 1.5 QUALTIY ASSURANCE A. Source Limitations for Masonry Units: Obtain exPosed
masonry units of a uniform texture and color. or a uniform blend within the ranges accepted' for these characteristics; through one source from a single manufacturer for each product
required. B. ·Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality. including color for eXposed masonry. from one manufacturer for each cementitious
component and from one source or·producer for each a:ggregate. C. Preinsta1lation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section Section
"Project Meetings." 1.6 DELIVERY, STORAGE, AND HANDLING A. Store masonry units on elevated platforms in 'a dry location. If units are not stored in an enclosed location, cover tops and
sides of stacks with waterproof sheeting, securely tied. If units become wet, do not install until they are dry. f ; I 'UNIT MASONRY ASSEMBLIES 04810 -3
Copyright 1998 AlA MASTERSPEC 2/98 I J 􀀮􀁾 1. Protect Type I concrete masonry units from moisture absorption so that, at the time of installation, the moisture content is not more than
the maximum allowed at the time of delivery. B. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become·damp.
C. Store aggregates where grading and other required characteristics can be maintained and contamination avoided. D. Deliver preblended, dry mortar mix in moisture-resistant containers
designed for lifting and emptying into dispensing silo. Store preblended, dry mortar mix in delivery containers on elevated platforms, under cover, and in a dry location or in a metal
dispensing silo with weatherproofcover. I; i' E. Store masonry accessories, including metal items, to prevent corrosion and accumulation ofdirt and oil. 1.7 PROJECT CONDmONS A. Protection
of Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when .construction
is not 􀁾 progress. 1. Extend cover a minimum of24 inches dpwn both sides and hold cover securely in place. 2. Where one wythe of multiwythe maSonry walls is completed in advance of
other wythes, secure cover a minimum of 24 inches down face next to unconstructed wythe and hold cover in place B. IIi , C. ('-ii . Stain Prevention: Prevent grout, 􀁭􀁯􀁲􀁴􀁡􀁲􀁾 and
soil from staining the face of masonry to be left exposed or painted. hnmediately 􀁲􀁾􀁭􀁯􀁶􀁥 grout, mortar, and soil that come in 􀁾􀀮􀁯􀁮􀁴􀁡􀁣􀁴 with such masomy. 1. Protect base
of walls from rain-splashed mud and from mortar splatter by coverings spread on ground and over wall surface. 2. Protect sills, ledges, and projections from mortar droppings. Cold-Weather
Requirements: Do not use ffozenmaterials or materials'mixed or coated with ice or frost. Do not build on frozen substrates..'Remove and replace unit masomy damaged by frost or by frecziDg
conditions. Comply with cold-weather construction requirements contained in Section 2104.3 of the Uniform Building Code. . 1. Cold-Weather Cleaning: .Use liquid cleaning methods only
when air temperature is 40 deg F and above and will remain so 􀁾􀁴􀁩􀁬 masomy has dried, but not less than 7 days after completing cleaning. D. Hot-Weather Requirements: Protect unitmasomy
work when temperature and hwnidity conditions produce excessive evaporation of water from mortar and grout. Provide artificial shade 􀁾􀁤 wind breaks and use cooled materials as required.
UNIT MASONRY ASSEMBLIES 04810 -4
Copyright 1998 AlA MASTERSPEC 2198 1. When ambient temperature exceeds 100 deg F, or 90 deg F with a wind velocity greater than &mph, do not spread mortar beds more than 48 inches ahead
of masonry. Set masonry units within one minute of spreading mortar. '.. Ii "II . -,J ! PART 2 -PRODUcrS 2.1 BRICK A. General: Provide shapes indicated and as follows for each form ofbrick
required: 1. Provide writs without cores or frogs and with exposed surfaces finished for ends.of sills . and caps and for similar applications that would otherwise expose unfmished brick
surfaces. B. Provide special shapes for applications requiring brick of size, fonD, color, and texture on exposed surfaces that cannot be produced by sawing. C. Face Brick: ASTM C 216
MW, and as follows: 1. Unit Compressive Strength: Provide units with minimum average 􀁮􀁥􀁴􀁾􀁡􀁲􀁥􀁡 comPressive strength of5500 psi 2. Initial Rate of Absorption: Less than 20 g/30
sq. in per minute when tested per ASlMC67. ·3. Efflorescence: Provide brick that has been tested according to ASlM C 67 and is rated ,"not effloresced."' . 4. Surface Coloring: Brick
with surface coloring, other than flashed ofsand-fmished"brick, .shall withstand 50 cycles of freeZing and thawing per AS1M C 67 with no observable c;lifference in the applied finish
when viewed from 10 feet. D. Size: Manufactured to the following actual dimCI)Sions: . 1-. Pine Hall Red Flashed: 4" x 8' x 2-3i4" 2. Retaining Wall: Match Existing wall at Quorum I
Arapaho Rd 2.2 MORTARAND GROUT MATERIALS .A Portland Cement: ASTM C 􀀱􀀵􀀰􀁾 Type I or n, except Type ill may be used for cold-weather construction. Provide nafural color or white cement
as required to produce mortar color indicated. B. 􀁁􀁧􀁧􀁲􀁥􀁧􀁡􀁴􀁾 for Mortar: .ASlM C 144; except for joints less than 1/4 inch thick, use aggregate graded with 100 percent passing
the No. 16 .sieve. 1. "White-Mortar Aggregates: Natural white sand or groWld white stone. 2. Colored-Mortar Aggregates: Natural-colored sand or groUnd marble, granite, or other sOWld
stone; ofcolor ofcolor necessary to produce required mortar color. C. Aggregate for Grout: ASlM C 404. Ii' UNIT MASONRY ASSEMBLIES 04810 -5
I" I Copyright 1998 AIA MASTERSPEC 2/98 Ij'I. D. Cold-Weather Admixture: Nonchloride, noncorrosive, accelerating admixture complying with ASTM C 494, Type C, and recommended by the manufacturer
for use in masonry mortar of composition indicated. E. Water-Repellent Admixture: Liquid water-repellent mortar admixture intended for use with concrete masonry units, containing integral
water repellent by same manufacturer. F. Water: Potable. G. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but
are not limited to, the following: H. Products: Subject to compliance with requirements, provide one ofthe following: 1. Mortar Cement: a. Magnolia Superbond Mortar Cement; Blue Circle
Cement. b. Lafarge Mortar Cement; Lafarge Corporation. 2. Cold-Weather Admixture: a. Accelguard 80; Euclid Chemical Co. b. Morseled; W. R. Grace & Co., Constnlction Products Division.
c. Trimix-NCA; SoIUlebom,"Div. ofChemRex, Inc. 3.· Water-Repellent Admixture: . a. . Mortar Tite; Addiment Inc. b. Dry-Block Mortar Admixture; W. R. Grace & Co., ConstIUction Products
. Division. c. Rheopel; Master Builders. TIES AND ANCHORS, GENERAL General: Provide ties and anchors, specified in subsequent articles, made from. materials that comply.with.tbis Article,
wiIess othe.rwisc indicated. . 􀁾􀁩􀀱􀀱 Galvanized Glirbon-SteelWire: ASlM A 82; with AS1M A 641 ClaSs "1 coating. Hot-Dip Galvanized Carbon-Steel Wire: ASTM A 82; with ASTM A 153",
Class B-2 coating. ANCHORS FORCONNECTING TO CONCRETE General: Provide two-piece assemblies that allow vertical or horizontal adjustment but resist tension and compression forces perpendicular
to plane ofwall. !)Il 1. 2. AnchQr Section: Dovetail anchor section formed from O.064-inch-. thick, galvanized sheet may be used at interior walls where humidity does not exceed 75 percent.
Tie Section: Triangular-shaped Wire tie, sized to extend within I inch of masonry face, made from 0.1875-inch-diameter, hot-dip galvanized steel wire. I<. UNIT MASONRY ASSEMBLIES 04810
-6
Copyright 1998 AlA MASTERSPEC 2/98 2.5 EMBEDDED FLASHING MATERIALS A. Metal Flashing: Fabricate from the following metal complying with requirements specified in Division 7 Section "Sheet
Metal Flashing and Trim" and below: I 1. 2. 3. Stainless Steel: 0.0156 inch thick. Fabricate metal drip edges from sheet metal indicated above. Extend at least 3 inches into wall and
1/2 inch out from wall, with a hemmed outer edge bent down 30 degrees. Fabricate metal flashing terminations from sheet metal indicate4 above. Extend at least 3 inches into wall and
out to exterior face of wall. At exterior face of wall, bend metal 􀁢􀁡􀁣􀁾 on itself for 3/4 inch and then down into joint 3/8 inch to form a stop for retaining sealant backer rod.
:) IIIf\ . I· ( 2.6 MISCELLANEOUS MASONRY ACCESSORIES A. Compressible Filler: ·Premolded filler strips complying. with ASTM D 1056, Grade 2Al; compressible up to 35 percent; ofwidth
and thickness indicated; forinulated from neoprene. B. Preformed Control-Joint Gaskets: Material as indicated below. 􀁤􀁥􀁳􀁩􀁧􀁮􀁾 to fit standard sash block and to maintain lateral
stability in masonry wall; size and· configuration as indicated.. 1. Styrene-Butadiene:-Rubber Compo\Dld: ASTM D 2000, Designation M2AA-805. 2; PVC: AS1M D 2287. Type PVC-65406.. C.
Bond-Breaker Strips: Asphalt-saturated, organic roofing felt complying with ASTM D 226, Type I (No. 15 asphalt felt). D. Wicking Material: Cotton or polyester rope. 1/4 to 3/8 inch in
diameter. in length required to produce 2-inch exposure on exterior and 18 inches in cavity between wythes. , E. PlaStic Weep HoleNent: One-piece. flexible extrusion made from UV-resistant
polypropylene copolymer. designed to fill head joint with outside face held back 1/8 inch from exterior face of masonry. in color selected from manufacturer's standard. F. Vinyl Weep
HoleNent: One-piece. offset,T-shaped \D1its made from flexible. injection-molded PVC, designed to fit into ahead joint and consisting of a louvered vertical leg. flexible wings to seal against ends ofmasonry units,
and a top flap to keep mortar out of the head joint; in color approved by Architect to match that ofmortar. Cavity Drainage Material: I-inch-thick, free-draining mesh; made from polyethylene
strands and shaped to avoid being clogged by mortar droppings. Available Products: Subject to compliance with requirements, cavity drainage materials that may be incorporated into the
Work include, but are not limited to, the following: Products: Subject to compliance with requirements, provide one ofthe following: 1. Plastic Weep HoleNent: . a. Cell Vent; Dur-Q-Wal.
Inc. or equal UNIT MASONRY ASSEMBLIES 04810 -7
Copyright 1998 AlA MASTERSPEC 2/98 ,f, 􀀮􀁾, 2. Cavity Drainage Material: I[ 2.7A. B. [ a. Mortar Break; Advanced Building Products, Inc. b. CavClear Masonry Mat; CavClear. c. Mortar
Net; Mortar Net USA, Ltd. d. Mortar Stop; Polytite Manufacturing Corp. MASONRY CLEANERS Job-Mixed Detergent Solution: Solution of 112-cup dry measure tetrasodium polyphosphate and 112-cup
dry measure laundry detergent dIssolved in 1 gaL ofwater. ., Proprietary Acidic Cleaner: Manufacturer's standard-strength cleaner designed for removing mortar/grout stains, efflorescence.
and other new construction stains from new 􀁾􀁯􀁮􀁲􀁹 without discoloring or damaging masonry surfaces. Use product expressly approved for intended use by cleaner manufacturer and manufacturer
ofmasonry units being cleaned. i( 1. 2. Available Products: Subject to compliance with requirements. products that may be used to clean unit masonry surfaces include. but are not limited
to. the following: Products: Subject to compliance with requirements. provide one of the following: a. Cleaners for Red and Dark-Colored Brick Not Subject to Metallic Staining: 'I) 200
Lime SolV; Diedrich Technologies. Inc. 2) Sure Klean No. 101 Lime Solvent; ProSoCo.• Inc. ii II (I(. i. I(. .,J'" Il 2.8 MORTAR AND GROUT MIXES A. General:' Do not use admixtures. including
pigments. air-entraining agents. accelerators. retarders. water-repellent agents. antifreeze compounds. or other 􀁡􀁾􀁴􀁵􀁲􀁥􀁳􀀮 unles:s otherwise indicated. 1. Do not use calcimn chloride
in mortar or groul 2. Add cold-weather admixture (if used) at the same rate for all mortar. regardless of 􀁷􀁥􀁡􀁾􀁥􀁲conditions. to ensure that 􀁭􀁾􀁲􀁴􀁡􀁲 􀁣􀁾􀁬􀁯􀁲 is consistent.
B. Preblended. Dry Mortar Mix: Furnish dry mortar ingredients in the form of a preblended mix. Measure qUantities by weight to ensure accurate proportions. and thoroughly blend ingredients
before delivering to Project site. ' PART 3 -EXECUTION 3:1 EXAMINATION A. Examine conditions. with Installer present, for compliance with requirements for installation tolerances and
other conditions affecting performance. UNIT MASONRY ASSEMBLIES 04810 -8
Copyright 1998 AIA MASTERSPEC 2/98 IJ.,'. I 1. 2. 3. 4. For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance. Verify that foundations
are within tolerances specified. Verify that reinforcing dowels are properly placed. Proceed with installation only after unsatisfactory conditions have been corrected. IrIi. -B. -Before
installation, examine rough-in and built-in construction to verify actual locations of piping connections. 3.2 INSTALLATION, GENERAL A. Thiclmess: Build cavity and composite walls and
other masonry construction to the full thiclmess shown. Build single-wythe walls to the actual widths of masonry units, using units of widths indicated. -B. Cut masonry units with motor-driven
saws to provide clean, sharp, unchipped edges. Cut units as required to provide a continuous pattern and to fit adjoining construction. Where possible, use full.,.size units without
cutting. Allow units cut with water-cooled saws to dry before placing, unless wetting of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed.
-C. Select' and arrange units for exposed unit masonry to prodUce a uniform blend of coiors and textures. 1. MiX units from several pallets or cubes as they are placed. II r-I · .. It.,,1"
i -D. Wetting of Brick: Wet brick before laying if the initial rate of absorption exceeds 30 gr130 sq. in. per minute when tested per ASTM C 67. Allow units to absorb water so they are
damp but not wet at the time oflaying. _ 3.3 CONSTRUCTION TOLERANCES A. Comply with tolerances in ACI 530.1/ASCE 6ITMS 602 and the following: B. For vertical aligmnent of exposed head
joints, do not vary from plwnb.by more than 1/4 inch in 10 feet, nor 1/2 inch maximum. C. For conspicuous horizontal lines, such as exposed lintels, sills, parapets, and reveals, do
not vary from level by more than 1/4 inch in 20 feet, nor 1/2 inch maximum. D. For exposed bed joints, do not varY from thiclmess indicated by more than plus or minus 1/8 inch, with
a maximum thiclmess limited to 1/2 inch.' Do not.vary from bed-joint thiclmess of adjacent courses by.more than 1/8 inch. . 3.4 LAYING MASONRY WALLS A. Layout walls in advance for accurate
spacing of surface bond patterns with uniform joint thiclmesses and for accurate location of openings, movement-type joints, retwns, and offsets. UNIT MASONRY ASSEMBLIES 04810 -9
Copyright 1998 AlA MASTERSPEC 2/98 E. Built-in Work: As construction progresses, build in items specified under this and other Sections of the Specifications. Fill in solidly with masonry
around built-in items. r· I B. C. D. Avoid using less-than-half-size units, particularly at comers, jambs, and, where possible, at other locations. Bond Pattern for Exposed Masonry:
Lay exposed masonry in the following bond pattern; do not use units with less than nominal 4-inch horizOntal face dimensions at comers or jambs. I. As.indicated on Drawings. Lay concealed
masonry with all units in a wythe in running bond or bonded by lapping not less than 2 inches. Bond and interlock each course of each wythe at comers. Do not use units with less than
nominal4-inch horizontal face dimensions at comers or jambs. Stopping and Resuming Work: In each course, 􀁲􀁡􀁣􀁾 back one-half-unit length for one-half running bond or one-third-unit
length for one-third running bond; do not tooth. Clean exposed surfaces of set masonry, wet clay masonry units lightly if required, and remove loose masonry units and mortar before laY4tg
fresh masonry. II 3.5 MORTAR BEDDING AND JOINTING A. Lay solid brick-size masonry units with completely filled bed and head joints; butter ends with sufficient mortar to fil] head joints
and shove into place.· Do not dc:eply furrow bed joints or slush head joints. B. . Set stone trim units in full bed of mortar with vertical joints slushed full. Fill dowel, anchor, and
similar holes solid. Wet stone-joint surface thoroughly before setting; for soiled stone surfaces, clean bedding and exposed surfaces with fiQer brush and soap powder and rinse thoroughly
with clear 􀁾􀁡􀁴􀁥􀁲􀀮 C. Tool exposed joints slightly concave when thumbpriJ:1t hard, using a jointer larger than the joint thickness, unless.otherwise indicated. 3.6 FLASHING, WEEP
HOLES. AND VENTS A. General: Install embedded flashizig and weep holes in masonry at sheff angles. lintels. ledges. other obstructions to downward flow· ofwater in wall. and where indicated.
. B. Prepare masonry surfaces so they are smooth and free from projections that could puncture flashing. Unless otherwise indicated. place 􀁴􀁨􀁲􀁯􀁵􀁧􀁨􀁾􀁷􀁡􀁬􀁬 flashing on sloping
bed ofmortar and cover with mortar. Before covering with mortar. seal penetrations in flashing with adhesive. sealant, or tape as recommended by flashing manufacturer. C. Install flashing
as follows: I. At masonry-veneer walls. extend flashing from exterior face of veneer. through veneer. up face ofsheathing at least 8 inches, and behind air-infiltration barrier or building
paper. 2. Interlock end joints of ribbed sheet metal flashing by overlapping nos not less than 1-1/2 inches or as recommended by flashing manufacturer, and seal lap with elastomeric
UNIT MASONRY ASSEMBLIES 04810 -10
Copyright 1998 AlA MASTERSPEC 2/98 3. 4. 5. 6. sealant complying with requirements in Division 7 Section "Joint Sealants" for application indicated. Extend sheet metal flashing 1/2 inch
beyond face of masonry at exterior and fum flashing down to fonn a drip. Install metal drip edges beneath flashing at exterior face of wall. Stop flashing 1/2 inch back from outside
face of wail and adhere flashing to top of metal drip edge. Install metal flashing termination beneath flashing at exterior face of wall. Stop flashing 112 inch back from outside face
of wall and adhere flashing to top of metal flashing termination. Cut flashing off flush with face of wall after masonry wall construction is completed. D. Install weep holes in the
head joints in exterior wythes of the fIrst course of masonry immediately above embedded flashing and as follows: 1. 2. 3. Use plastic weep hole/vents to form weep holes. Use wicking
material to form weep holes above flashing in brick sills. TUin wicking down at lip ofsill to be as inconspicuous as possible. . Place cavity drainage material immediately above flashing
in cavities In cavities insulated with loose-fill insulation, cover cavity side of 􀁯􀁾 weep holes with plastic' insect 􀁾􀁥􀁮􀁩􀁮􀁧 before placing insulation in cavity. E. TriIn wicking
material used in weep holes flush with outside face of wall after mortar has 􀁳􀁾􀁴􀀮 3.7 CLEANING AND 􀁾􀁁􀁉􀁒 A. Remove and replace masonry units that are loose, chipped, brOken. stained,
or otherwise damaged or that do not match adjoining units. Install new units to match adjoining units; install in :fresh mortar, pointed to eliminate evidence ofreplacement. Remove large
mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for comparison purposes.
Obtain Architect's approval of sample cleaning before proceeding with cleaning ofmasonry. Protect adjacent stone and nonmasonry surfaces from contact with cleaner by covering them with
liquid strippable masking agent, polyethylene film, or waterproof masking tape. Wet wall surfaces with water before applying cleaners; remove cleaners promptly by rinsing,the surfaces
thoroughly with clear water. . Clean brick by the bucket-and-brush hand-cleaning method 􀁤􀁥􀁳􀁣􀁲􀁩􀁢􀁥􀁾 in BIA Technica.l Notes No. 20. usingjob-mixed detergent solution. B. Pointing:
During the tooling of joints, enlarge voids and holeS. except weep holes, and completely fill with mortar. Point up joints. including comers, openings. and adjacent construction. to
provide'a neat, uniform appearance. Prepare joints for sealant application.. In-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears
before tooling joints. Final Cleaning: .After mortar is thoroughly set and cured, clean exposed masonry as follows: Ic. , D. II 1. 2. 3. i 4. l t 5. ..J r· I! UNIT MASONRY ASSEMBLIES
04810 -11
Copyright 1998 AlA MASTERSPEC 2/98 6. 7. 8. Clean masonry with a proprietary acidic cleaner applied according to manufacturer's written instructions. Clean concrete masonry by cleaning
method indicated in NCMA TEK.8-2 applicable to type ofstain on exposed surfaces. Clean limestone units to comply with recommendations in the Indiana Limestone Institute ofAmerica's "Indiana
Limestone Handbook." 3.8 MASONRY WASTE DISPOSAL A. Recycling: Unless otherwise indicated. excess masonry materials are Contractor's property. At completion ofunit masorny work., remove
from Project site. I􀁾 Il B. Excess Masonry Waste: Remove excess. clean masonry waste that cannot be used as fill. as described above. and other masonry waste. and legally dispose ofoff
Owner's property. Ic. iI!I·: ) .END OF SECTION 04810 UNIT MASONRY ASSEMBLIES 04810 -"12
Ir 􀁾 III[Ir--!I il -SECTION IRR -IRRIGATION SPECIFICATIONS IRR-l
􀁾􀀭􀂷􀁴􀀺􀀬􀀭􀀬􀀭􀀭􀀢􀁾􀁃􀀭􀀢􀀢􀁾 'jr:--' Iri -Il TOWN OF ADDISON IRRIGAnON SPECIFICAnONS Revised 4/3/00 These revised Town of Addison Irrigation Specifications dated 4/3/00 supersede
any and all others. However, any discrepancies between 􀁾􀁯􀁳􀁥 of the approved constnJetion plans and-those ofthe Town mUSt be brought to 􀁾 -anention of the Towo'sdesignated representative
for a final determination. --1. Design head to head with no single head coverage. Use appropriate size nozzles for a given landscape area so as not to spray onto or over paved surfaces
or structures. Do not exceed manufacturer's recommendations. 2. -AJI main line pipe2" and smaller is to be Schedule 40 belled PVC; larger sizes are to be tIass 200. Putnot more than
two (2) pipes in anyone trench. Qass 200 belled PVC lateral piping is to be used. 3. Fittings: No crosses are permitted. Separate tees and/or elbows by at least lr. Reduction tees are
preferred over use of single reducer bushings. Multiple reducer 􀁾􀁵􀁳􀁢􀁩􀁮􀁧􀁳 will not be acCepted. Only Spears and/or Lasco are permitted. Allow 18" outside of sleeve before first
fitting. No 4S degree elbows on I" and larger pipe are allowed without prior 􀁡􀁰􀁰􀁲􀁯􀁶􀁡􀁬􀁾 4. Wuing: 14 gao UF. Red -Control wires. White -Ground. Anytime wiring changes direction,
sUch as at an elbow or tee. allow a loop at least one band width (10 iIiches) alongside the fitting at that location. Only continuous 􀁾 runs are permissible unless otherwise approved.
Wife should follow mainline where possible a.nd-Jay. along a single'side DOt crOssing ov.er late.ral lines. ' '. . 5. Use King connectors for all station wire splices. Allow at least
36" ofpigtailed Wire at each splice. All valve splices are to be housed in standard (large) Ametek 􀁲􀁾 plastic valve boxes. All field splices are to be in 10" round Ametek-plastic valve
boxes. 6. Only Weatbermatic 11000 Series plastic valves are permitted. They are to be located-within standard (large) Ametek rectangular plastic' valve boxes with 4"-6" ofpea gravel
plaCed underneath the valve in ."-' suCh a manner as to prevent soil infiltration into the box. The pea gravel should only contact the bottom of tbC valve body. . 7. -Only West Ag Model
vms single lug 􀁾 " QCV's aicpermitted•. They are to be caDDected to a threaded .... :. fitting. Teflon paste and appropriate length gray ScheduJc80 nipples and Schcdule 40 fittings
are to be ., used. Secure to 18"xlh" steel rebar with stainlesssu:elscrew􀁣􀁬􀁩􀁵􀁮􀁰􀁾􀀭􀀭􀁈􀁏􀁜􀁩􀁓􀁥 QCVin a"10" round plastic -Amerek 'valve box. -􀀭􀀭􀀮􀁾􀁾􀀺􀀢􀀺􀀺􀀢 . 8. All heads
are to be attached to threaded fittings via 6" Lasco polyethylene nipples cut to the appropriate length. All nozzle sizes wiD· be designated on the plans. Pop-ups: Only Toro 570Z Series
are permitted, unless otherwise approved. Install 􀁾􀀢 above finished grade. Turf -4" (includes tree bubblers within turf areas, use Toro SB-PC nozzles). Very low ground cover «6" mature.
height) -6" lIP. Ground cover and low growing shrubs -12" lIP; use Hardie Blue Line funny pipe and Toro barb fittings utilizing side inlet. . Page 1 of 4
9. j I I.) Bubblers: Bed areas only. Use Hardie adjustable flood bubblers. Rotaries: Only Hunter PGP Series are permitted, unless otherwise noted. Install 􀁾􀀢 above finished grade.
Risers: Use Type-M copper with soldered male ends for Toro 57O-S shrub adapters and female ends to . attach to 􀁾􀁯􀁮.polyethylene nipples screwed into threaded finings. OWner reserves
the right to determiIx: placement of risers versus pop-ups. ". Only Hersey MVR meters and three (3) brass flanges are acceptable. Meter iay lengths must be in accordance with Town of
Addison's Public Works Department specifications. Stainless steel bolts and DUts must be used in the installation along with neoprene gaskets. House in appropriate size, (to be determined
by Owner), concrete box with lid. To bring box to ground level use.bricks or pavers, and backfill inside below meter base with at 􀁬􀁾 6" of pea gravel. Connection to main must be approved
and inspected by the Town'sUtilities Department and all tap materials are to be purchased at the expenSe of the contractor and must comply with the Town's specifications. A permit is
also required. 10. Only Watts 007 MSeries inline check valve assemblies are to be U:Sed. Connect to meter flange using Teflon paste and gray Schedule 80 nipple of sufficient length to
center the DCA within its housing. House in appropriate size, (to be determined by OwDer), rectangular Ametek plastic valve box.Seeabove meter instillation' instructions and f9llow same
with the exception of usin& plastic valve 'box extensions for increased height. Connect irrigation mainline to DCAusing Teflon paste and PVC male. adapter. . 11. Female. threaded plastic
Spears·ball 􀁶􀁡􀁬􀁶􀁥􀁳􀀮􀁾 positive T-handle cut offmust 􀁾 installed every 200' 􀁾􀁦 .. niainline for iSolation purposes. 􀁈􀁯􀁵􀁳􀁥􀁾􀀧 􀁾􀁾 (large) reCtangular Ametek plastic valve
box and . follow meter box fustallation itlStructions for DCA assembly. . jI' I 12. Only an apprQved size RainMaster Evolution DX-2 stainless steel controller with b:avy duty transient
protection along with a stainless steel free..stmiling pedestal is permitted. Controller must include' aU neceSsary hardware to ensure reliable a;>mmunication and operation.with the
Town's central control located at 16801 Westgrove. Imtal1ation must include the following RainMaster tiardware.purcbased only from a RainMaster supplier: DX-m sensor 􀁢􀁯􀁡􀁲􀁤􀁾 DX-PH
phone commnrricationOprlon, flow meter (size to be approved by owner), and shielded-EV-cab-Sen flowmeter .cable. An approved size Weathermatic lUm series master valve must also be installed
"with wiring being of a solid color distinctively different than that of the station wiring. Both flow meter and master valve must.be housed in Ametek large rectangular plastic valve
boxes. Flow-meter cable must be sized appropriately and be of a continuous run; DO splices 􀁾 be·al1owedexcept aLthe point of 􀁣􀁯􀁮􀁮􀁥􀁣􀁴􀁩􀁾􀁮􀀧􀁴􀁯 the flow meter• . CoDIJeCtions
will 􀁾 soldered and 􀁷􀁡􀁾􀁲􀁰􀁲􀁯􀁯􀁦􀁥􀁤 using a3-M·DB.Y 􀁣􀁯􀁮􀁮􀁥􀁣􀁴􀁯􀁲􀁾 Cab-Sen·cable will be . installedWithiit cantiimous 􀁾􀀮 or'larger gi'ay ;pvc conduit with 6" or larger
J-boxes plated·ev.ery 200' or where 36()0 of fittings are. installed; only sweeps are permitted. It is the contractor's responsibility to entail the cost of and work in conjunction with
Southwestern Bell Telephone to establish a dedicated phone service and install an interface within the pedestal at each controller location via direct burial cable. Controllers are to
be affixed to a Town-approved permanent concrete pad via four. (4) 􀀷􀀱􀀱􀁾􀂷 or . larger stainless steel bolts, DUts and washers. AU wiring is to enter the pedestal via approved size
gray PVC sweep elbows extending at least I" through the pad. Control wiring, 120-vOlt service, flow meter cable, and phone cables are to be separated with each having its own access
elbow. AU local and national codes must conform to any and all aspects ofthe installation. All controUers are to be wired for Page 2 of 4
II, 13. remote operation with Irritrol Rye units; to achieve this utilize appropriate size universal pigtail adapters. The entire installation must conform to RainMaster. specifications
and be approved by the Town prior to and be inspected during imtallation. Such specifications will include grounding and pad configurations and distances of separation from water meter
to master valve to flow meter and first fining. Additional hardware, if applicable, will be needed to control remote devices such as lighting, .fountains, or booster pumps; these will
also be the responsibilityof the contractor to supply, install and ensure proper operation. The Town of 􀁾􀁤􀁤􀁩􀁳􀁯􀁮 may also. specify the installation ota RainMaster ET Tracker and
any related equipment to make it a fmiCtional component ofthe computer-<:ODlrolled system.' . Afunctional mini-dick freeze sensor must be installed at every controller in an approved
location and by an approved method. Consult R.linMasrer for specifics of freeze sensor installation. installation. Use clean and approved topsoil to backfill all pipe to a depth. All
heads and boxes are to be backfilled to grade with clean top soil. No rocks greater than 1" arealJowed. Compact trenches to alleviate settling. Minimal depth· of coverage is 12". All
sleeves 2" and smaller will be 􀁾􀁃􀁤􀁵􀀱􀁥 40 PVC with size and location noted on the plan. Larger 􀁾􀁩􀁺􀁥􀁳 will be Class 200. All piping 􀁾􀁲􀁮􀁥􀁡􀁴􀁨 paving, including sidewalks,
must be 􀁳􀁬􀁥􀁥􀁶􀁾􀀮 All sleeves are to be belled'PVC pipe. Use appropriate and approved PVC solvent. Avoid excessive use and wipe all joints and fittings clean. The installer is responsible
for resetting head and!or boxheight due to settling. Conlractor must supply a workmanship warranty for (1) 'year from date of completion. All work ,is to be accomplished by or directly
supervised at all timc?s by an.on-site irrigator 􀁬􀁾 by .the State of Texas. . . '. ." . . -.-.', Prior to any backfillingoftrenches, an inspection by the Town's represeIIlative must
take place place arid any necessary changes 􀁩􀁭􀁰􀁬􀁥􀁭􀁥􀁾􀀻 otherwise, marn131 excavation to enable proper inspection will be necessary. rIII I,. 19. Valve sequencing must be performed
by the contractor and in an order approved by the Town's representative. At least 6" ofextra stationwiring within the bottom 􀁯􀁦􀁾􀁥 pedestal is necessaly'for each zone and mUst be
of neat and orderly appeaiance. 20. Plans are diagrammatic and field adjustmeIttS are often necessary. For this reason. prior to t:reDching-. head layout with flags needs'to be done
and locations approved by Town's represeIIlative. Not doing so .may result in the relocation ofheads at the coniractor's expense. 21. Any deficiencies in'coverage nOted bythe Town's
inspector Win be rectifiedat the cost of-the conttaelOr. -.22. Water taps will be 2" in size. All parts must confono to Town of Addison Water Department . specifications and are the
responsibility of the contractor to provide. Inspection of taps by Water Department representative must occur. Excavation and tap permits are required. Meters are to be 1􀁾 " in size
and again conform to Water Department specifications for type and installation along-with meter boxes and backfilling procedures. Contact: Addison Utilities Department at (m) 450-2871.
23. All paving must have Town-approved sleeve sizes and quantities present. It is the responsibility of the Page 3 of4
i ..-.24. 25. contractor to notify the Town of any area where sleeving should be present but is not and provide such materials at his cost. Any paving installed without sleeving will
necessitate a bore and subsequent sleeving at the contractor's expense. RainMaster coIttrollers and associated hardware will be utilized on the job. Reference Town's Irrigation 􀁓􀁰􀁥􀁣􀁩􀁦􀁩􀁾􀁴􀁩􀁯
􀁮􀁳 for this aspect ofthe job. Note: separate stations may be necessary for operation of lights. fountains. etc.; additional 􀁨􀁡􀁲􀁤􀁾􀁥 is alSo needed and is to be 􀁰􀁾􀁣􀁨􀁡􀁾 and
installed by the conti'aetor. For part nUmbers and pricing of any RainMaster ·equipment. contact Matt Swor of Longhorn. Inc. at (m) 406-0222. For technical questions. COD1aet 10hn Terosian
of RainMaster at (800) m-14TI. Communication is the key. Ifyou are unsure -CALL Ron Lee. Addison Parks DepartmeItt. (m) 4502851. Page 4 of 4
􀀡􀁾I I· t SECTION TR TOWN OF ADDISON TESTING REQUIREMENTS· . . TR-I
f-1",,\ rI l[ ATI-==􀁾=•r􀁯􀁄􀁩􀁳􀁾􀁢􀀺􀀺􀀻􀀽􀀧N'--PUBUC WORKS DE?ARTMENT _MFsa»·"UY;; ;wq;p aD Post OfficII Box 9010 Addboa. Texu 75001.9010 PUBLIC INFRASTRUCI1JRE .CONSTRUCTION TESTING
REQUIREMENTS 1. Trench Safety (972) 4SO-2871 . 16801 WWpoYII Plans shall b:e submitted by Registered Professional Engineer in the State ofTexas for any trenching greater than five feet
in depth. 2. Sanitary Sewer A. Air Test -4 psi, no loss. PincSizc Sixinches . Eight inches Ten inches Time .Four minutes Six minutes Eight minutes r 􀁾􀀭 i!ii􀁾 . B. Mandrel-5% maximum
deflection. C. Teievision camera inspection -provide VMS format videotape. D. Vacuumtestnewmanholes-NCTCOG 6.7.2(c)(B) 3.· Water A. Hydrostatic Test, perNCTCOG 6.7.3(f) rllC line -200
psi for two hours. Domestic lines -150 psi for four hours. Combination lines -:-200 psi for fout hours. .B. Bacteriological Test-􀁔􀁯􀁾 Coliform. All lineS 􀁾􀁡􀁴􀁥􀁲 􀁾2" 􀁾􀁡􀁭􀁥􀁴􀁥􀁲and
. 20' inlength.' One sample for. each 500 feet ofpipe installed. . 4. Stonn Sewer . Visual only. Television inspection (VHS format tape) may be required at the discretion ofthe Town
ofAddison: 5. Trench Compaction Test every five hundred feet, each eight-inch lift (loose), to 95% compaction standard proctor, optimum moisture to +3%. . . 1
I· 􀁾􀀮􀁾􀀮 ADDisoN PUBLIC WORKS DEPARTMENT 􀀡􀀡􀀡􀁉􀀡􀀡􀀡􀀡􀁾􀁾􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀁾􀀭􀀡􀀡􀀮􀁾 􀁐􀁾􀁴 Office Box 9010 􀁁􀀮􀁤􀁤􀁩􀁾􀁯􀁮􀀮 Tex.u 75001·9010
Testing Requirements, Cont.. 6. Street Compaction A. Lime treated base perNCTCOGItem 4.6.4. B. Three tests every 2000 square yards of base area. C. Two tests every subgrade materials
change, minimum. . 7. Concrete (972) 45().2871 16801 We3IPOTl: A. 􀁾 B. :: C. ) D. E. Submit batch design for approval by Town ofAddison . Three cylinders or beams (based on type of
concrete) per 100.cubic yards. Pours ofless than 100 cubic yardsmay 􀁲􀁾􀁱􀁵􀁩􀁲􀁃 testing at the direction ofthe . Town ofAddison Public Works Department. ." Concn;te shall be tested
by a certified testing lab for temperature, slump, air entrainment for each set ofbeams or cylinders. .Cores to 􀁶􀁾􀁲􀁩􀁦􀁹 depth may be required at the Town's discretion. 8. Joints
and Sealants A. Submitjoint plan fofapproval by the Town. B. Provide material submittals for joint sealant for 􀁡􀁰􀁰􀁾􀀨􀁪􀁶􀁡􀁬 by the Town.··· 9. As-Builts A. Must be stamped "As-Bullt"
or "Recox:d Set". B. Must be dated, sealed, and certified by a Registered Professional Engineer in the State ofTexas. C. Must be dimensioned. D. One reproducible set, two blue line sets,
and one" electronic media (lntergraph or AutoCAD), shall be provided to the Town ofAddison Public Works Department prior to fiD.a1 acceplaitce by the Town ofAddison. 2