No preview available
HomeMy WebLinkAboutC15-343 Schofield Excavation Contract with Airportd. CONTRACT AGREEMENT Eagle County Regional Airport Gypsum, Colorado JVIATION, INC. PROJECT NO. LOC 15 -01 THIS AGREEMENT, made and entered into this oZ,5' �A day of 4- 2015, by and between Eagle County, Colorado, Party of the First Part, ereinafter referred to as the "Owner ", and Schofield Excavation, Inc., Party of the Second Part, hereinafter referred to as the "Contractor," for the construction of airport improvement including Schedule I: General Aviation Apron Utility Improvements and other incidental work at the Eagle County Regional Airport. WITNESSETH: ARTICLE 1. It is hereby mutually agreed that for and in consideration of the payments as provided for herein to the Contractor by the Owner, the said Contractor shall furnish all labor, equipment, and material and shall perform all work necessary to. complete the improvements in a good and substantial manner, ready for use, and in strict accordance with this Contract, a copy of which is filed pursuant to law in the office of the legal representative of the Owner. ARTICLE 2. It is hereby further agreed that in consideration of the faithful performance of the work by the Contractor, the Owner shall pay the Contractor the compensation due him /her by reason of said faithful performance of the work, at stated intervals and in the amount certified by the Engineer, in accordance with the provisions of this Contract. ARTICLE 3. It is hereby further agreed that, at the completion of the work and its acceptance by the Owner, all sums due the Contractor by reason of his faithful performance of the work, taking into consideration additions to or deductions from the Contract price by reason of alterations or modifications of the original Contract or by reason of "Extra Work" authorized under this Contract, will be paid the Contractor by the Owner after said completion and acceptance. ARTICLE 4. It is hereby further agreed that any references herein to the "Contract" shall include "Contract Documents" as the same as defined in Paragraph 10 -13, Section 10 of the General Provisions and consisting of the Invitation for Bid, Instruction to Bidders, all issued Addenda, Proposal, Statement of Qualifications, Anticipated Sub- Contracts, Notice of Award, Contract Agreement, Notice to Proceed, Notice of Contractor's Settlement, General Provisions, Special Provisions, Plans, Technical Specifications, attached appendices and all documents incorporated by reference. Said "Contract Documents" are made a part of the Contract as if set out at length herein. Said Contract Agreement is limited to the items in the proposal as signed by the "Contractor" and included in the "Contract Documents." ARTICLE 5. The Contractor agrees to perform all the work describe in the Contract Documents for the unit prices and lump sums as submitted in the Bid /Proposal as modified by the Notice of Award ("Accepted Contract Proposal"), taking into consideration additions to or deductions from the Total Bid by reason of alterations or modifications of the original quantities or by reason of "Extra Work" authorized under this Agreement in accordance with the provisions of the Contract Documents. t f -3Lt3 ARTICLE 6. The Contractor agrees to commence work within ten (10) calendar days after the receipt of a notice to proceed and the Contractor further agrees to complete said work within 30 calendar day(s). Extensions of the Contract time may only be permitted execution of a formal modification to Contract Agreement as approved by the Owner. Liquidated damages in the amount of $100 /calendar day(s) shall be paid to the Airport for that time which exceeds the number of Calendar days allowed in this paragraph. Further, each phase of work under the project has additional liquidated damage clauses, as outlined in Section 80 -08 FAILURE TO COMPLETE ON TIME. ARTICLE 7. The amount of money appropriated will be equal to or in excess of the contract amount as forth in the notice(s) to proceed. Change orders requiring additional compensable work to be performed, which cause the aggregate amount payable under the contract to exceed the amount appropriated for the original contract, are prohibited unless the contractor is given written assurance by Owner that lawful appropriations to cover costs of the additional work have been made or unless such work is covered under a remedy granting provision of the contract. Notwithstanding anything to the contrary in the Contract Documents the Contractor hereby acknowledges and agrees that Owner's performance under the contract is subject to available funds and further is subject to annual appropriation by Owner in accordance with a budget adopted by Eagle County Board of County Commissioners in compliance with the provisions of Article 25, Title 30 of the Colorado Revised Statutes, the Local Government Budget Law (C.R.S. 29 -1 -101 et. seq.) and the Tabor Amendment (Colorado Constitution, Article X, Sec. 20). Owner may issue multiple Notice(s) to Proceed in incremental stages as funding becomes available. The total estimated cost for JVIATION Project No. EGE LOC 15 -01 thereof to be two hundred ninety thousand, five hundred sixty four dollars and 50/100 cents ($290,564.50). IN WITNESS WHEREOF, the Party of the First Part and the Party of the Second Part, respectively, have caused this Agreement to be duly executed in day and year first herein written in five (5) copies, all of which to all intents and purposed shall be considered as the original. CONTRACTOR, Party of the Second Part B (Office or Position of Signets 04-x— F 2 .0; SEAL cn 2006 a (SEAT,) O •... .,� NCO "'• ` ATTES (Office or Position of i (Office or Position of Signer) 0' C, v (SEAL) m ATTESMI tgAt -, h"'. i�.er11 y i < (Office or Position of Signer) JVIATION ENGINEERING & PLANNING WAT-11f "10 'hifugCOMS CONTRACT DOCUMENTS Schedule I General Aviation Apron Utility Improvements Jviation, Inc. Project No. EGE-LOC- 15-01 Eagle County Regional Airport Eagle County; Colorado Sponsored By: Eagle County, Colorado 900 S. Broadway, Suite 350 Mai I n 303.524.3030 Issued for Bid Denver, CO 60209 Fax 303,524,3031 July 10, 2015 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 TABLE OF CONTENTS DIVISION 1 Invitation for Bids Instructions to Bidders DIVISION 2 Contract Proposal Contractor Information Sheet Subcontractor /Material Supplier Listing Certification Statement Regarding Illegal Aliens Bid Proposal DIVISION 3 Contract Agreement Notice of Award Notice to Proceed Notice of Contractor's Settlement DIVISION 4 General Provisions (FAA) Section 10 — Definition of Terms Section 20 — Proposal Requirements and Conditions Section 30 — Award and Execution of Contract Section 40 — Scope of Work Section 50 — Control of Work Section 60 — Control of Materials Section 70 — Legal Regulations and Responsibility to Public Section 80 — Prosecution and Progress Section 90 — Measurement and Payment Section 105 — Mobilization DIVISION 5 Special Provisions Airport Requirements DIVISION 6 FAA Advisory Circular 150/5370 -2 Operational Safety on Airports During Construction DIVISION 7 Technical Specifications (Including Appendix P) Issued for Bid i Jviation,Inc. July 1,0, 2015 Jviation, Inc. Project No. EGE- LOG 15 -01 38 Issued for Bid July 10, 2015 Jviation, Inc. Jviation, Inc. Project No. EGE- LOCI 15 -01 39 INVITATION FOR BIDS 40 41 Eagle County Regional Airport 42 Gypsum, Colorado 43 Jviation, Inc. Project No. LOC 15 -01 44 45 Sealed. bids, subject to the conditions contained herein, for improvements to the Eagle County 46 Regional Airport, Gypsum, Colorado, Jviation Project No. EGE LOC 15 -01 will be received via 47 hand delivery or trackable ground shipping methods (UPS, FedEx, etc...) at Eagle County Regional 48 Airport, Airport Administration Office, 0219 Eldon Wilson Road, Gypsum, Colorado, 81637, until 49 Friday, July 31, 2015, at 10:00 a.m. (local time), and then publicly opened and read aloud. 50 51 The work involved will include the following: 52" 53 Schedule I - General Aviation Apron Utility Improvements 54 55 The approximate quantities of major bid items involved in the proposed work are: 56 57 8 -Inch Sanitary Sewer Pipe ........................................................ ............................... .......................... 1,140 LF 58 Sanitary Sewer Manhole ............................................................................................... ..............................7 EA 59 12 -Inch Water Line (D.I.P.) ...................................................... ............................... ..........................1,100 LF 60 Install 12 -Inch Gate Valve Assembly Complete ...................................................... ..............................4 EA 61 62 Construction for this project is expected to take 30 calendar day(s). 63 64 Contract Documents. The complete set of Specifications and Contract Documents can be 65 downloaded from Jviation, Inc.'s bid site (http: / /bid.jviation.com), beginning on July 10, 2015. In 66 order to submit a responsive bid as a Prime Contractor and to receive all necessary addendum(s) for 67 this project, you must be on the Planholder's List. To view all planholder documents (contract 68 documents, plans and addendums) you must fill out the online form located at 69 ( http: / /xvw-,v.jviation.com /bidrequest). By filling out and submitting this form, you agree to be 70 publicly listed on the bid site with your contact information as a planholder for all projects 71 requested. It is the planholder's responsibility to review the site for addendums and changes 72 before submitting their proposal. For additional information, please contact us via email at 73 bidinfo t�7i® jviation.com. 74 75 *Note that contractors will NOT be automatically added to new projects. You will need to re- submit 76 the online form for access to new projects. Once granted access, additional projects will use your 77 same login credentials. Note: Plan ahead when submitting the online request form and allow up to 78 2 business days for approval and access to projects. 79 80 Pre -Bid Conference. The mandatory pre -bid conference for all prime contractors for this project 81 will be held on Friday, July 17, 2015 at 10:00 a.m., in the Eagle County Regional Airport, SRE 82 Facility, Training Room, 0221 Eldon Wilson Road, Gypsum, Colorado 81637. The pre -bid 83 conference is considered mandatory only for the contractors that are intending to bid the project as 84 the prime contractor. All bidders are required to examine the site to become familiar with all site 85 conditions. 86 Issued for Bid Division 1 -1 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 Bid Conditions. The bidder is required to provide all information as required within the Contract Documents. The bidder is required to bid on all items of every schedule or as otherwise detailed in the Instructions to Bidders. Bids may be held by Eagle County, Colorado for a period not to exceed 60 calendar days.from the date of the bid opening for the purpose of evaluating bids prior to award of contract. The right is reserved, as Eagle County, Colorado may require, to reject any and all bids and to waive any informality in the bids received. All questions regarding the bid are to be directed to Matt Gilbreath, P.E. with Jviation, Inc., 900 South Broadway, Suite 350, Denver, Colorado 80209, (303) 524 -3030, Fax: (303) 524 -3031, or email matt.gilbreath @jviadon.com. Eagle County, Colorado Gypsum, Colorado Issued for Bid Division 1 -2 1 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 105 INSTRUCTIONS TO BIDDERS 106 107 Hereinafter in these Contract Documents including these Instructions to Bidders, Sponsor /Owner 108 refers to Eagle County, Colorado and Engineer refers to Jviation, Inc., 900 S. Broadway, Suite 350, 109 Denver, Colorado, 80209. 110 111 1. Submission of Bids 112 113 a. Division 2 of the Contract Documents shall be completed and submitted in its 114 entirety in order for the bid to be considered responsive. 115 116 b. Bids are to be submitted in a sealed envelope to Eagle County Regional Airport, 117 0219 Eldon Wilson Road, Gypsum, Colorado, 81637. 118 - 119 C. Date /Time: Bids shall be received on or before: Friday, July 31, 2015, at 10:00 a.m., 120 Eagle County Regional Airport, Airport Administration Office, 0219 Eldon Wilson 121 Road, Gypsum, Colorado, 81637. 122 123 d. Bidding Documents: Bidding documents must be downloaded from Jviadon, Inc.'s 124 bid site (http: / /bid.jviation.com). Note: Plan ahead when submitting the online 125 request form and allow up to 2business days for approval and access to projects. 126 127 2. Pre -Bid Conference 128 129 A mandatory site pre -bid is scheduled for Friday, July 17, 2015, at 10:00 a.m., located at the 130 Eagle County Regional Airport, SRE Facility, Training Room, 0221 Eldon Wilson Road, 131 Gypsum, Colorado 81637. The pre -bid conference is considered mandatory only for the 132 contractors that are intending to bid the project as the 12rime contractor. All bidders are 133 required to examine the site to become familiar with all site conditions. 134 135 3. Late Bids /Late Modifications of Bids 136 137 a. Bids received in the office designated under Item 1 above, after the exact time set for 138 opening are considered "late bids ", and will not be accepted by the Bid Opening 139 Official. Bidders are solely responsible for insuring their bids arrive on time and to 140 the place of bids specified in the Invitation For Bid. 141 142 b. The Owner will not consider a late bid or late modification of bid unless received 143 prior to contract award and - 144 145 (1) There is conclusive evidence that the bid was submitted to the office 146 designated in Item 1 above, on time and was mishandled by the Eagle 147 County, Colorado County (i.e., lost or misplaced) staff responsible for 148 handling /receiving bids. Mishandling by other units or offices at the Eagle 149 County Regional Airport does not constitute airport staff. 150 151 (2) Or - it was the only bid received. 152 Issued for Bid Division 1 -3 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 153 4. Mistakes in Bids - Confirmation of Bid 154 155 When it appears from a review of the bid that a mistake has been made, the bidder may be 156 requested to confirm their bid. Situations in which the confirmation may be requested 157 include obvious, apparent errors on the face of the bid or a bid unreasonably lower than the 158 other bids submitted. All mistakes in bids will be handled ate the discretion of Eagle 159 County, Colorado. 160 161 5. Minor Informalities /Irregularities in Bids 162 163 a. A minor informality or irregularity is one that is merely a matter of form and not of 164 substance. It also pertains to some immaterial defect in a bid or variation of a bid 165 from the exact requirements of the invitation that can be corrected or waived 166 without being prejudicial to other bidders. The defect or variation is considered 167 immaterial when the effect on price, quantity, quality, or delivery is negligible when 168 contrasted with the total cost or scope of the services being acquired. 169 170 b. If the Owner determines that the bid submitted contains a minor informality or 171 irregularity, then the Director shall give the bidder an opportunity to cure any 172 deficiency resulting from a minor informality or irregularity in a bid, or waive the 173 deficiency, whichever is to the advantage of the Owner. In no event will the bidder 174 be allowed to change the bid amount. Examples of minor informalities or 175 irregularities include but are not limited to the following: 176 177 (1) Bidder fails to sign the Bid, but only if the unsigned bid is accompanied by 178 other material evidence, which indicates the bidder's intention to be bound 179 by the unsigned bid. (Such as Bid bond, or signed cover letter which 180 references the bid and amount of bid). 181 182 (2) Bidder fails to acknowledge an Addendum - this may be considered a minor 183 informality only if the Addendum, which was not acknowledged, involves 184 only a matter of form or has either no effect or merely a negligible effect on 185 price, quantity, quality, or delivery of the item or services bid upon. 186 187 6. Rejection of Bids 188 189 Any bid that fails to conform to the essential requirements of the invitation for bids as 190 determined by Eagle County will be rejected. 191 192 a. Any bid that does not conform to the applicable specifications shall be rejected 193 unless the invitation authorizes the submission of alternate bids and the items or 194 services offered as alternates meet the requirements specified in the invitation for 195 bids. 196 197 b. A bid shall be rejected when the bidder imposes conditions that would modify 198 requirements of the invitation or limit the bidder's liability to the Owner, since to 199 allow the bidder to impose such conditions would be prejudicial to other bidders. 200 For example, bids shall be rejected in which the bidder: 201 202 (1) Protects against future changes in conditions, such as increased costs, if total 203 possible costs to the Owner cannot be determined. Issued for Bid Division 1 -4 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 (2) Fails to state a price and indicates that price shall be "price in effect at time of delivery". (3) States a price but qualifies it as being subject to "price in effect at time of delivery". (4) Takes exceptions to the invitation for bids terms and conditions. (5) Inserts the bidder's terms and conditions. (6) Limits the rights of the Owner under any contract /invitation for bid clause. 7. Estimated Quantities If the Bid schedule herein contains estimated quantities, this provision is applicable. The quantities listed for each of the items in the bid schedule are only estimated quantities. Contractors are required to bid a firm unit cost for each item specified. The actual quantities ordered may fluctuate up or down. The unit prices proposed by each bidder will remain firm and will not be re- negotiated if the estimated quantities are not met or are exceeded. For bidding purposes, if there is a conflict between the extended total of an item and the Unit Price, the Unit Price shall prevail and be considered as the amount of the bid. 8. Number of Copies Bidder shall submit in its sealed and marked envelope, one (1) copy of its bid, signed in ink. 9. Identification of Bid Bids must be returned in a sealed envelope and addressed to the Eagle County Regional Airport, 0219 Eldon Wilson Road, Gypsum, Colorado, 81637 and marked as follows: i•• (Name of Contractor) for improvements to the Eagle County Regional Airport, Gypsum, Colorado, Jviation, Inc. Project No. LOC 15 -01. To be opened Friday, July 31, 2015, at 10:00 a.m., local time in the Eagle County Regional Airport, SRE Facility, Training Room, 0221 Eldon Wilson Road, Gypsum, Colorado 81637. Any offer that is submitted without being properly marked may be opened for identification prior to the deadline for receipt of offers and then resealed. 10. Preparation of Bid Offer a. Bidders are expected to examine the drawings, specifications, bid documents, proposed contract forms, terms and conditions, and all other instructions and solicitation documents. Bidders are expected to visit the job -site to determine all requirements and conditions that will affect the work. Failure to do so will not relieve a bidder from responsibility to know what is contained in this invitation for bid, or site conditions affecting the work. Issued for Bid Division 1 -5 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 255 b. The bidder certifies that it has checked all of its figures, and understands that the 256 Owner will not be responsible for any errors or omissions on the part of the bidders 257 in preparing its bid. 258 259 C. All items, (unless the invitation specifically states otherwise) including any additive or 260 deductive alternates on the bid schedule, must be completely filled out or the bid 261 will be determined non - responsive and ineligible for consideration for award. 262 263 d. The bidder declares that the person or persons signing this bid is /are authorized to 264 sign on behalf of the firm listed and to fully bind the bidder to all the requirements 265 of the solicitation. 266 267 e. The bidder certifies that no person or firm other than the bidder or as otherwise 268 indicated has any interest whatsoever in this bid /offer or the Contract that may be 269 entered into as a result of this bid /offer and that in all respects the offer is legal and 270 firm, submitted in good faith without collusion or fraud. 271 272 f. By submitting a bid, the bidder certifies that it has complied and will comply with all 273 requirements of local, state, and federal laws, and that no legal requirements have 274 been or will be violated in making or accepting this bid. 275 276 g. If there is a discrepancy between the unit price and the total price, the unit price shall 277 be used to determine the applicable total. 278 279 11. Basis of Award 280 281 The Owner intends to award a contract resulting from this solicitation to the lowest, 282 responsive, responsible bidder, whose offer, conforming to the solicitation, will be most 283 advantageous to, and in the best interest of, the Owner, cost or price and other factors 284 considered. 285 286 a. In addition to other factors, bid offers will be evaluated on the basis of advantages 287 and disadvantages to the Owner that might result from offers received. 288 289 b. The Owner reserves the right to reject any or all proposals and to waive informalities 290 and /or irregularities in the bid offer. 291 292 C. Total bid will be evaluated and awarded as follows: It is the Owner's intent to award 293 this bid based on the TOTAL BASE BID FOR ALL ITEMS, split awards will 294 not be made. 295 296 d. The Owner will determine which Schedules and /or Bid Alternates will be awarded 297 based on the received bid prices and available funding. The project award will be 298 based on the low bid sum of the Schedules and Bid Alternates awarded by the 299 Owner. Not all Schedules and /or Bid Alternates may be awarded. A combination 300 of Schedules and Bid Alternates may be awarded, including only a single Schedule. 301 The numbering of the Schedules or Bid Alternates does not necessarily indicate the 302 order of award. The project award is contingent on the availability of funding. 303 Issued for Bid Division 1 -6 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 304 12. Period of Acceptance 305 306 The bidder agrees that its bid offer shall remain open for acceptance by the Owner for a 307 period of 60 calendar days from and including the date specified in the solicitation for 308 receipt of bids. 309 310 13. Contract Award 311 312 The signature of the bidder indicates that within seven (7) calendar days from acceptance of 313 its bid offer it will execute a contract with the Owner and, if indicated in this solicitation, 314 furnish a project specific Certificate of Insurance naming the Owner as Additional Insured, 315 furnish Performance and Payment Bonds and any other documents required by the Contract 316 Documents. 317 318 14. Notice to Proceed 319 320 Work may not start under any awarded contract until a written notice to proceed is issued by 321 the Owner. The Owner may issue the Notice to Proceed any time after the contract is 322 signed and, if required, insurance and bonds have been provided in accordance with Item 19 323 below. 324 325 Although the acceptance period allows for the project to be awarded within 60 calendar days 326 from the date specified in the solicitation for receipt of bids, construction for this project is 327 expected to take place during the 2015 Construction Season. 328 329 15. Amendments to the Solicitation 330 331 a. If this solicitation is amended, then all specifications, terms and conditions, which 332 are not amended, remain unchanged. 333 334 b. Bidders shall acknowledge receipt of any addendum to this solicitation (1) by signing 335 and returning the amendment, (2) by identifying the amendment number and date in 336 the space provided for this purpose on the form for submitting a bid offer, or (3) by 337 letter or facsimile. 338 339 C. Acknowledged addendums must be received prior to bid opening. Bidders are 340 encouraged to include signed addenda or initialed acknowledgement with returned 341 bids. 342 343 16. Explanations to Prospective Bidders 344 345 Any prospective bidder desiring an explanation or interpretation of the solicitation 346 documents, drawings, specifications, etc., must request it in writing by Friday, July 24, 2015, 347 at 11:00 A.M. (local time) to allow a reply to reach all prospective bidders before the time for 348 submission of bids. Oral explanations or instructions given before the opening of bids will 349 not be binding. Any information provided to a prospective bidder during the bid 350 preparation stage will be promptly furnished to all other prospective bidders as an addendum 351 to the solicitation if that information is necessary in submitting bid offers or if the lack of it 352 would be prejudicial to other prospective bidders. 353 Issued for Bid Division 1 -7 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 354 17. Questions and Other Requests for Information 355 356 For all questions or requests, please direct to: 357 358 Jviation, Inc. 359 900 S. Broadway, Suite 350 360 Denver, Colorado 80209 361 Phone: 303 - 524 -3030 362 Fax: 303-524-3031 363 364 Attention: Matt Gilbreath, P.E. (matt.gilbreath @jviadon.com) 365 366 18. Specifications and Drawings 367 368 Upon award of the contract, the Owner will be responsible for furnishing the selected 369 contractor a minimum of five (5) sets of both the specifications and drawings. The 370 Contractor will be required to purchase additional half size sets for $50.00 as desired. 371 372 19. Type of Contract 373 374 It is the intent of this Invitation for Bids to award a firm fined price Contract based on the 375 prices offered by the lowest responsive and responsible bidder. Contract prices shall remain 376 firm and fixed throughout the contract performance period. 377 378 20. Bid Results 379 380 Once the Sponsor has had the opportunity to thoroughly evaluate the bids, the Bid Result 381 tabulations will be e- mailed to all parties that are on the planholders list and have provided 382 an e -mail address. 383 384 Bid Result tabulations will also be faxed upon request. To request a fax of the bid 385 tabulation, call (303) 524 -3030. 386 387 21. Terms, Conditions and Special Provisions 388 389 Bidders are advised to pay special attention to the General and Special Provisions of the 390 Contract Documents. These sections may contain requirements that will have an impact on 391 all potential bidders, such as Liquidated Damages, Indemnification, type of contract, and 392 delivery schedule. 393 394 395 396 Issued for Bid Division 1 -8 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 397 CONTRACT PROPOSAL 398 399 TO: Eagle County Regional Airport 400 Gypsum, Colorado 401 402 1. The undersigned hereby certifies that they have examined the form of contract, plans and 403 specifications and other associated Contract Documents for the improvement of Eagle 404 County Regional .Airport, Jviation, Inc. Project No. EGE LOC 15 -01. The undersigned 405 further certifies that he /she has examined the site of the work, has determined for 406 himself /herself the conditions affecting the work and subject to acceptance of the proposal, 407 agrees to provide at his or her expense, all labor , insurance, superintendence, machinery, 408 plant, equipment, tools, apparatus, appliances, and means of construction, and all materials 409 and supplies complete the entire work, including work incidental thereto, in conformance 410 with the plans, specifications, and associated contract documents. 411 412 2. The undersigned acknowledges that the Contract Documents consist of the Invitation for 413 Bid, Instruction to Bidders, all issued Addenda, Proposal, Statement of Qualifications, 414 Anticipated Sub - Contracts, Form of Proposal Guaranty, Notice of Award, Contract 415 Agreement, Notice to Proceed, Notice of Contractor's Settlement, Wage Rates, General 416 Provisions, Special Provisions, Plans, Technical Specifications, attached appendices and 417 referenced documents. 418 419 3. The undersigned, in compliance with your Invitation for Bids dated July 31, 2015, hereby 420 proposes to do the work called for in said contract and specifications and shown on said 421 plans and to furnish all materials, tools, labor, and all appliances and appurtenances 422 necessary for the said work at the following at the following rates and prices: 423 424 Bid Spreadsheet begins on page 2 -9. 425 426 TOTAL BID (Base Bid) ji' Z `. 427 TOTAL BID IN WORDS - three,d�ed 428 429 .J! 430 4. The undersigned understands; that the above quantities of work to be done are approximate 431 only and are intended principally to serve as a guide in evaluating the bids. 432 433 5. The undersigned agree upon written notice of the acceptance of this bid, that within seven 434 (7) days after the award, that s /he will execute the contract in accordance with the bid as 435 accepted. 436 437 6. The undersigned further agrees that if awarded the contract, s /he will commence the work 438 within ten (10) calendar days after the receipt of a notice to proceed and that s /he will 439 complete the work within 30 calendar day(s). No work may be done when the temperature 440 is below 40 degrees Fahrenheit, except at the discretion of the engineer. An extension of 441 time may be allowed when extra or additional work is ordered by the engineer. Liquidated 442 damages in the amount of $100 /calendar day(s) shall be paid to the Airport for that time 443 which exceeds the number of calendar day(s) allowed in this paragraph. Further, each phase 444 of work under the project has additional liquidated damage clauses, as outlined in Section 445 80 -08 FAILURE TO COMPLETE ON TIME. Issued for Bid Division 2 -1 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 446 7. The undersigned hereby declares that the only parties interested in this proposal are named 447 herein, that this proposal is made without collusion with any other person, or corporation. 448 That no member of the council, officer or agent of Eagle County, Colorado, is directly or 449 indirectly financially interested in this bid. 450 451 8. The undersigned acknowledges receipt of the following Addendums: 452 453 Addendum No. Date Received , y7- "za6 454 Addendum No. Date Received 455 Addendum No. Date Received 456 Addendum No. Date Received 457 Addendum No. Date Received 458 459 SIGNATURE OF BIDDER: 460 461 462 By 463 Name and Title of Au rized Agent 464 465l/Y`CJ`G��,a11Ut ©a/ L� 466 Name of Company 467 b / 468 A 6x Z 6-c4 47 1p3�' 469 Address of Company 470 Issued for Bid Division 2 -2 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 CONTRACTOR INFORMATION 1. Name of Bidder /Contractor:. X. �n Uxc,� 2. Type of Business Entity: NOTE: If bidder is partnership or joint venture, give full names of all partners or joint ventures. Bid must be signed by all Joint Ventures. If bidder is a limited liability company, bid must be signed by an authorized manager (may be signed by member - manager if LLC is organized to callow management by members). 3. Address of Contractor: — % 0 4. 5 6. 110 '1— Telephone: ! ' J-��'i Fax: E -mail: LP.$ eg • Established where and when: 161 -gLA i (o Contractor's Banking Information: 7. Principal Officers of Contractor (managers and members if LLC): Name: Title: Name: Title: Name: Title: Name: Title: Name: Title: Name: Title: Issued for Bid Division 2 -3 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 519 8. Bidder's /Contractor's state of incorporation (state of organization if an LLC or Partnership): 520 521 (.._G�rAja 522 ! 523 9. Name and Address of person to receive payment eG �F444 ®.v 524 ��yy 525 JO 0 A0. �D l 526 527 �00 S k 528 -/ 529 10. If the Bidder /Contractor is a Joint Venture, it shall attach a certified copy of the Joint 530 Venture Agreement. The Joint Venture Agreement will not be included as part of the 531 Contract Documents. 532 533 11. The Bidder /Contractor shall identify all applicable labor agreements (if any) to be used in 534 the performance of the work: 535 536 537 538 539 540 541 542 543 544 545 Issued for Bid Division 2-4 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 Qn Ln vl w w cn cn W J CN w� W N N O A °a c.� O• H n ro 0 z 0 M C�1 � r O. cn o� ro oN Cn { . W N -A iy cn a h n h h �t b 000 � C 0 0 0 0 U M8 v, o "' 0 0 0 C. (~p cn N N N ro Cn Q Cn A °a c.� O• H n ro 0 z 0 M C�1 � r O. cn o� Un cn cn cn � w --1 CC 1 t CD cn rA b� h 0 a. 0 o' k� Q.. r�7 0 h ss. O 0 G o✓ 0 R rt a r n 0 rt CA to z cn O b N H H b ro ro G 1 A, A a. 0 AR1 R n ro O im a c �. �n ro � *k � n� ro a d o• to M Q' n a a p W d � ro m � a �n Un cn cn cn � w --1 CC 1 t CD cn rA b� h 0 a. 0 o' k� Q.. r�7 0 h ss. O 0 G o✓ 0 R rt a r n 0 rt CA to z cn O b N H H 559 STATE OF COLORADO 560 CERTIFICATION STATEMENT REGARDING ILLEGAL ALIENS 561 562 The Contractor, whose name and signature appear below, certifies and agrees as follows: 563 564 1. The Contractor shall comply with the provisions of CRS 8- 17.5 -101 et seq. 565 566 2. The Contractor shall not knowingly employ or contract with an illegal alien to perform work 567 under this contract or enter into a contract with a subcontractor that knowingly employs or 568 contracts with an illegal alien. 569 570 3. The Contractor represents, warrants, and agrees that it (i) has verified that it does not employ 571 any illegal aliens, through participation in the E- verify Program administered by the Social 572 Security Administration and Department of Homeland Security, or (ii) otherwise shall comply 573 with the requirements of CRS 8- 17.5- 102(2)(b)M. 574 575 4. The Contractor shall comply with all reasonable requests made in the course of an investigation 576 by the Colorado Department of Labor and Employment. If the Contractor fails to comply with 577 any requirement of this provision or CRS 8- 17.5 -101 et seq., the Owner may be required to 578 terminate the above referenced Contract for breach and the Contractor shall be liable for actual 579 and consequential damages to the Owner. 580 581 5. The Contractor shall not use the E- verify Program procedures to undertake pre - employment 582 screening of job applicants while these services are being performed. 583 584 6. If the Contractor obtains actual knowledge that a Subcontractor performing work under this 585 contract knowingly employs or contracts with an illegal alien, the Contractor shall be required 586 to: 587 588 a. Notify the Subcontractor and the Owner within three days that the Contractor has 589 actual knowledge that the Subcontractor is employing or contracting with an illegal 590 alien; and 591 592 b. Terminate the Subcontract with the Subcontractor if within three days of receiving the 593 notice the Subcontractor does not stop employing or contracting with the illegal alien; 594 except that the Contractor shall not terminate the contract with the Subcontractor if 595 during such three days the Subcontractor provides information to establish that the 596 Subcontractor has not knowingly employed or contracted with an illegal alien. 597 598 CERTIFIED and AGREED to this 3_ day of la 14, 20)S—. 599 600 VENDOR:S cJne �. UJlkr..uri�.¢r��vG 601 (Cull Legal Name) 602 _ 603 BY: 604 (Signature If Authorized Representative) 605 606 DATE: 7-131-15- - J 1 -1 " 607 Issued for Bid Division 2 -7 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 t�' lv �n V ) rt� 4` �I N 0 F aN Qa W x v u p H Li ,� U .� o w c� w 0 z U N 0 G li G C .� .� b c4 r �, o W N .�y O ¢� y �� H 1�. 'T�, ra 0 z t 8 cli O I cz) � V) tf): mo Qp 3' t°i- N 00 bl)� 64 64 boll Ln CO 4t Qj v Qj u V u 14 Ij 14 w 'A -S -B 5 cd 0 o ig 0 a o o al 0 0 -cd o w 9 -71 0 pi 171 n PI Op y tR43 tad (V CS In M xi rA cn tn tn En 4 cv U C2 co cd p v b u w bA s7 ca O Lm M 'T�, ra 0 z t 8 cli O I V (A �I N 0 N a A x v L� a � Ln I o w 0 z .o G C 0 w O W N .ty O in N tQ- r r_ 0 4 0 g d pp cq po C14 C) Wa b14 9A bi fo V U a U U U u U u U V V V V V U U U U V U U U U- :J v w � LW v v tjw bus u w w w w w N o d o o ! o m o o o o o o o a o -c v ^n � y � v U ✓ R. o GA U V gu Q �+ C [U N aM o Fi O p 7 U u C ti O w Gi c N A �y en 1 V a y N N NT N t N N fV O 0 ^p o cC O V (A �I N 0 N a A x v L� a � Ln I o w 0 z .o G C 0 w O W N .ty O ao ° CD °o O g o i o 0 0 o a o 0 0 0 0 0. o o g 8 o o o 0 o S oo S o o g o N o o ci o ui o oo vi o 0 0 o o co c o S c a c, v .5 in o r n N N 1.0 10 o o 10 o Ln Ln O M �n tt .'? r u'f r-! N M rn O r CN N N r N O O r ,O. r- V N C M �t en .-� N Ln N M N LK 10 i+ s #tg 6R 40 Ui 64 f�4 p 7�4 Yof tt# # ttk ffpoi f# tf3 tj4 V3 V kf-i 3 tifl*i V# #pk (ft y}? O O O Q O S O S O O O O O O O O O O O O O O O O O p. a0 u'i Ci u'i tV M �r'i iri vi irl O vi o O O O O N CV O g r r- Ln �n O r in r O O N W w r d' "t O v'f Ln O r to N .-» .--� en V r N n et I N Ln �t Wk V# ki# Vl= f^ 6% (n of tfi k F EEk 5r# kf# %f# tfF efs if# Vi fft t#A Ef3 W); Ln Ln CT LF to to �-» r O 'cY' O �-. V^ V� N O 00 e� .--� e-! O 0 O O O r m m r oo N o 0 0 00 i i Q Q a i W U W I w a Ln W a o Q z z O p cr, V W Z a U O 0 �c.C� vc"i W Z �� z Z Ca a t=1 Z w Q V w w w Z , x g x Q w 2 z p w w o w _ Ir, i>,-, W d g a U a wLT, F" F4 W Z W W1- Q r. Z z F vs z Z iv } F g F w� a w¢ a x a z a w a as a a O V V V Z U C H Z Z H U z Z Z Q Z Z Z O z z Z v n Z Z Cy 4 z cn f v� s cFis s S i V oo C5 U r,r, 4 oo Z Z Z Z Z Z Z .-+ .a -71 .--r .X -� N N N N N N N N N N N N C) z n t C7 U, C7 0 0 U O 0 0 C7 C7 0 0 0 0 C7 C� C7 C7 O o r 0 0 0 0 0 0 0 0 a) rn D 0 -C 5 L) (D LU co LU z 0 V) LL, C? 0 O W (D LU K (D uj 4 41 9.4 bA -7 C) U W Ln Cd 40. UWO P. rij) a) rn D 0 -C 5 L) (D LU co LU z 0 V) LL, C? 0 O W (D LU K (D uj EAGLE COUNTYAIRPORT (970) 524 -8246 FAX: (970) 524 -8247 Email: ecair @eaglecounty.us www.eaglecounty.us August 25, 2015 Schofield Excavation, Inc. P.O. Box 612 Gypsum, CO 81637 EAGLE COUNTY AVORT NOTICE OF AWARD ■ Eagle County, Colorado, having considered the Contract Proposals submitted for improvements to the Eagle County Regional Airport, Jviation Project No. EGE LOC 15 -01, and it appearing that the Accepted Contract Proposal of two hundred ninety thousand, five hundred sixty four dollars and 50/100 cents ($290,564.50) for Schedule I: General Aviation Apron Utility Improvements is fair, equitable and in the best interest of Eagle County, Colorado and having authorized the work to be performed, the said Accepted Contract Proposal is hereby accepted at the bid prices contained therein subject to approval of the Contract Agreement by the Eagle County Board of County Commissioners. In accordance with the terms of the Contract Documents, you are required to execute the formal Contract Agreement within 7 consecutive calendar days from and including the date of this notice. Eagle County Regional Airport Eagle C ty, &r-ado Name and itle 75ate P.O. Box 850, Eagle, Colorado 81631 0219 Eldon Wilson Rd., Gypsum, Colorado 81637 740 741 742 743 744 TO: 745 746 747 748 749 750 751 752 753 754 755 756 757 758 759 760 761 762 763 764 765 766 767 768 769 NOTICE TO PROCEED DATE: You are hereby authorized to proceed on this date, with the improvements to the Eagle County Regional Airport, Jviation, Inc. Project No. EGE LOC 15 -01, for General Aviation Apron Utility Improvements, in accordance with the terms of the Contract Documents and your Contract Proposal. The work shall begin no later than ten calendar days after the date of this notice. IS Eagle County Regional Airport Eagle County, Colorado Contract Authorized Representative Name and Tide Date Issued for Bid Division 3 -5 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 770 Issued for Bid Division 3 -6 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 771 772 773 774 775 776 777 778 779 780 781 782 783 784 785 786 787 788 789 790 791 792 793 794 795 796 797 798 799 800 801 PUBLIC NOTICE PUBLIC NOTICE IS HEREBY GIVEN pursuant. to C.R.S. 38 -26 -107, that FINAL SETTLEMENT of that certain contract between and the County of Eagle, State of Colorado, dated , 20 , for the furnishing and installation of improvements to the Eagle County Regional Airport, Schedule(s) , Jviation, Inc. Project No. LOC 15 -01 has been scheduled for , 20 at in the Eagle County Room located on the second floor of the Eagle County Building, 500 Broadway, in Eagle, Colorado. Any person, co- partnership, association of persons, company or corporation, that has furnished labor, materials, team hire, sustenance, provisions, provender or other supplies used or consumed by , its subcontractors, in or about the performance of work contracted to be done under the above - referenced contract, or that supplies rental machinery, tools or equipment to the extent used in the prosecution of said work, whose claim therefore has not been paid by or its subcontractors at any time up to and including the time of final settlement for the work contracted to be done, may file with the Board of County Commissioners, County of Eagle, Colorado, a verified statement of the amount due and unpaid on account of such claim. Any claim so filed shall be addressed to the Board of County Commissioners, County of Eagle, Colorado, P.O. Box 850, Eagle, Colorado, 81631; Attention: Bryan R. Treu, County Attorney. Telephone inquiries regarding such final settlement may be made by calling (970) 328 -8685. PUBLISHED BY ORDER OF THE BOARD OF COUNTY COMMISSIONERS, COUNTY OF EAGLE, COLORADO. Published and Clerk of the Board of County Commissioners, County of Eagle, State of Colorado in the Eagle Valley Enterprise Issued for Bid Division 3 -7 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 802 Issued for Bid July 10, 2015 Division 3 -8 Jviation, Inc. Jviation, Inc. Project No. EGE- LOC 15 -01 803 GENERAL PROVISIONS 804 805 SECTION 10 806 DEFINITION OF TERMS 807 808 Whenever the following terms are used in these specifications, in the contract, or in any documents or 809 other instruments pertaining to construction where these specifications govern, the intent and meaning 810 shall be interpreted as follows: 811 812 10 -01 AASHTO. The American Association of State Highway and Transportation Officials, the 813 successor association to AASHO. 814 815 10 -02 ACCESS ROAD. The right -of -way, the roadway and all improvements constructed thereon 816 connecting the airport to a public highway. 817 818 10 -03 ADVERTISEMENT. A public announcement, as required by local law, inviting bids for 819 work to be performed and materials to be furnished. 820 821 10 -04 AIRPORT IMPROVEMENT PROGRAM (AIP). A grant -in -aid program, administered by 822 the Federal Aviation Administration (FAA). 823 824 10 -05 AIR OPERATIONS AREA (AOA). For the purpose of these specifications, the term air 825 operations area (AOA) shall mean any area of the airport used or intended to be used for the landing, 826 takeoff, or surface maneuvering of aircraft. An air operation area shall include such paved or unpaved 827 areas that are used or intended to be used for the unobstructed movement of aircraft in addition to its 828 associated runway, taxiway, or apron. 829 830 10 -06 AIRPORT. Airport means an area of land or water which is used or intended to be used for 831 the landing and takeoff of aircraft; an appurtenant area used or intended to be used for airport buildings 832 or other airport facilities or rights of way; and airport buildings and facilities located in any of these 833 areas, and includes a heliport. 834 835 10 -07 ASTM INTERNATIONAL (ASTM). Formally known as the American Society for Testing 836 and Materials (ASTM). 837 838 10 -08 AWARD. The Owner's notice to the successful bidder of the acceptance of the submitted bid. 839 840 10 -09 BIDDER. Any individual, partnership, firm, or corporation, acting directly or through a duly 841 authorized representative, who submits a proposal for the work contemplated. 842 843 10 -10 BUILDING AREA. An area on the airport to be used, considered, or intended to be used for 844 airport buildings or other airport facilities or rights -of -way together with all airport buildings and 845 facilities located thereon. 846 847 10 -11 CALENDAR DAY. Every day shown on the calendar. 848 849 10 -12 CHANGE ORDER. A written order to the Contractor, signed by the Board of County 850 Commissioners or the County's Project Manager, covering changes in the plans, specifications, or 851 proposal quantities and establishing the basis of payment and contract time adjustment, if any, for the Issued for Bid Division 4 -1 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 852 work affected by such changes. The work, covered by a change order, must be within the scope of the 853 contract. 854 855 10 -13 CONTRACT /CONTRACT DOCUMENTS. The written agreement covering the work to 856 be performed. The awarded contract shall include, but is not limited to: The advertisement, invitation 857 for bid, instruction to bidders, all issued addenda, proposal, statement of qualifications, anticipated sub - 858 contracts, notice of award, contract agreement, notice to proceed, notice of contractor's settlement, 859 general provisions, special provisions, plans, technical specifications, attached appendices and 860 referenced documents. Any required insurance certificates. 861 862 10 -14 CONTRACT ITEM (PAY ITEM). A specific unit of work for which a price is provided in 863 the contract. 864 865 10 -15 CONTRACT TIME. The number of calendar days or working days, stated in the proposal, 866 allowed for completion of the contract, including authorized time extensions. If a calendar date of 867 completion is stated in the proposal, in lieu of a number of calendar or working days, the contract shall 868 be completed by that date. 869 870 10 -16 CONTRACTOR. The individual, partnership, firm, or corporation primarily liable for the 871 acceptable performance of the work contracted and for the payment of all legal debts pertaining to the 872 work who acts directly or through lawful agents or employees to complete the contract work. 873 874 10 -17 COUNTY PROJECT MANAGER. Project Manager means the individual appointed by the 875 County to act as the County's representative. The Project is under the authority of the Eagle County 876 Project Management Department, the Manager of which, or his designee, shall be County's Project 877 Manager with Contractor with respect to the performance of the Work (hereinafter "Project 878 Manager "). The Eagle County Project Manager shall be authorized to sign change orders increasing the 879 scope of work and associated compensation within the budget constraints set for the Project. Change 880 orders in excess of the budgeted amount must be signed and approved by the Board of County 881 Commissioners. 882 883 10 -18 CONTRACTOR'S LABORATORY. The Contractor's quality control organization in 884 accordance with the Contractor Quality Control Program. 885 886 10 -19 CONSTRUCTION SAFETY AND PHASING PLAN (CSPP). The overall plan for safety 887 and phasing of a construction project developed by the airport operator, or developed by the airport 888 operator's consultant and approved by the airport operator. It is included in the invitation for bids and 889 becomes part of the project specifications. 890 891 10 -20 DRAINAGE SYSTEM. The system of pipes, ditches, and structures by which surface or 892 subsurface waters are collected and conducted from the airport area. 893 894 10 -21 ENGINEER. The individual, partnership, firm, or corporation duly authorized by the Owner 895 to be responsible for engineering inspection of the contract work and acting directly or through an 896 authorized representative. 897 898 10 -22 EQUIPMENT. All machinery, together with the necessary supplies for upkeep and 899 maintenance, and also all tools and apparatus necessary for the proper construction and acceptable 900 completion of the work. 901 Issued for Bid Division 4-2 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 902 10 -23 EXTRA WORK An item of work not provided for in the awarded contract as previously 903 modified by change order or supplemental agreement, but which is found by the Engineer to be 904 necessary to complete the work within the intended scope of the contract as previously modified. 905 906 10 -24 FAA. The Federal Aviation Administration of the U.S. Department of Transportation. When 907 used to designate a person, FAA shall mean the Administrator or his or her duly authorized 908 representative. 909 910 10 -25 FEDERAL SPECIFICATIONS. The Federal Specifications and Standards, Commercial 911 Item Descriptions, and supplements, amendments, and indices thereto are prepared and issued by the 912 General Services Administration of the Federal Government. 913 914 10 -26 FORCE ACCOUNT. Force account work is planning, engineering, or construction work 915 done by the Sponsor's employees. 916 917 10 -27 INSPECTOR. An authorized representative of the Engineer assigned to make all necessary 918 inspections and /or observations of tests of the work performed or being performed, or of the materials 919 furnished or being furnished by the Contractor. 920 921 10 -28 INTENTION OF TERMS. Whenever, in these specifications or on the plans, the words 922 "directed," "required," "permitted," "ordered," "designated," "prescribed," or words of like import are 923 used, it shall be understood that the direction, requirement, permission, order, designation, or 924 prescription of the Engineer is intended; and similarly, the words "approved," "acceptable," 925 "satisfactory," or words of like import, shall mean approved by, or acceptable to, or satisfactory to the 926 Engineer, subject in each case to the final determination of the Owner. 927 928 Any reference to a specific requirement of a numbered paragraph of the contract specifications or a 929 cited standard shall be interpreted to include all general requirements of the entire section, specification 930 item, or cited standard that may be pertinent to such specific reference. 931 932 10 -29 LABORATORY. The official testing laboratories of the Owner or such other laboratories as 933 may be designated by the Engineer. Also referred to as "Engineer's Laboratory" or "quality assurance 934 laboratory." 935 936 10 -30 LIGHTING. A system of fixtures providing or controlling the light sources used on or near 937 the airport or within the airport buildings. The field lighting includes all luminous signals, markers, 938 floodlights, and illuminating devices used on or near the airport or to aid in the operation of aircraft 939 landing at, taking off from, or taxiing on the airport surface. 940 941 10 -31 MAJOR AND MINOR CONTRACT ITEMS. A major contract item shall be any item that 942 is listed in the proposal, the total cost of which is equal to or greater than 20% of the total amount of 943 the award contract. All other items shall be considered minor contract items. 944 945 10 -32 MATERIALS. Any substance specified for use in the construction of the contract work. 946 947 10 -33 NOTICE TO PROCEED (NTP). A written notice to the Contractor to begin the actual 948 contract work on a previously agreed to date. If applicable, the Notice to Proceed shall state the date 949 on which the contract time begins. 950 Issued for Bid Division 4 -3 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 951 10 -34 OWNER. The term "Owner" shall mean the party of the first part or the contracting agency 952 signatory to the contract. Where the term "Owner" is capitalized in this document, it shall mean airport 953 Sponsor only. The Owner's authorized representative for this project is the County's Project Manager. 954 955 10 -35 PASSENGER FACILITY CHARGE (PFC). Per 14 CFR Part 158 and 49 USC § 40117, a 956 PFC is a charge imposed by a public agency on passengers enplaned at a commercial service airport it 957 controls. 958 959 10 -36 PAVEMENT. The combined surface course, base course, and subbase course, if any, 960 considered as a single unit. 961 962 10 -37 PLANS. The official drawings or exact reproductions which show the location, character, 963 dimensions and details of the airport and the work to be done and which are to be considered as a part 964 of the contract, supplementary to the specifications. 965 966 10 -38 PROJECT. The agreed scope of work for accomplishing specific airport development with 967 respect to a particular airport. 968 969 10 -39 PROPOSAL. The written offer of the bidder (when submitted on the approved proposal 970 form) to perform the contemplated work and furnish the necessary materials in accordance with the 971 provisions of the plans and specifications. 972 973 10 -40 PROPOSAL GUARANTY. The security furnished with a proposal to guarantee that the 974 bidder will enter into a contract if his or her proposal is accepted by the Owner. 975 976 10 -41 RUNWAY. The area on the airport prepared for the landing and takeoff of aircraft. 977 978 10 -42 SPECIFICATIONS. A part of the contract containing the written directions and 979 requirements for completing the contract work. Standards for specifying materials or testing which are 980 cited in the contract specifications by reference shall have the same force and effect as if included in the 981 contract physically. - 982 983 10 -43 SPONSOR. A Sponsor is defined in 49 USC § 47102(24) as a public agency that submits to 984 the FAA for an AIP grant; or a private Owner of a public -use airport that submits to the FAA an 985 application for an AIP grant for the airport. 986 987 10 -44 STRUCTURES. Airport facilities such as bridges; culverts; catch basins, inlets, retaining walls, 988 cribbing; storm and sanitary sewer lines; water lines; underdrains; electrical ducts, manholes, handholes, 989 lighting fixtures and bases; transformers; flexible and rigid pavements; navigational aids; buildings; 990 vaults; and, other manmade features of the airport that may be encountered in the work and not 991 otherwise classified herein. 992 993 10 -45 SUBGRADE. The soil that forms the pavement foundation. 994 995 10 -46 SUPERINTENDENT. The Contractors executive representative who is present on the 996 work during progress, authorized to receive and fulfill instructions from the Engineer, and who shall 997 supervise and direct the construction. 998 999 10 -47 SUPPLEMENTAL AGREEMENT. A written agreement between the Contractor and the 1000 Owner covering (1) work that would increase or decrease the total amount of the awarded contract, or Issued for Bid Division 4-4 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1001 any major contract item, by more than 25 %, such increased or decreased work being within the scope 1002 of the originally awarded contract; or (2) work that is not within the scope of the originally awarded 1003 contract. 1004 1005 10 -48 TAXIWAY. For the purpose of this document, the term taxiway means the portion of the air 1006 operations area of an airport that has been designated by competent airport authority for movement of 1007 aircraft to and from the airport's runways, aircraft parking areas, and terminal areas. 1008 1009 10 -49 WORK The furnishing of all labor, materials, tools, equipment, and incidentals necessary or 1010 convenient to the Contractor's performance of all duties and obligations imposed by the contract, 1011 plans, and specifications. 1012 1013 10 -50 WORKING DAY. A working day shall be any day other than a legal holiday, Saturday, or 1014 Sunday on which the normal working forces of the Contractor may proceed with regular work for at 1015 least six (6) hours toward completion of the contract. When work is suspended for causes beyond the 1016 Contractor's control, it will not be counted as a working day. Saturdays, Sundays and holidays on which 1017 the Contractor's forces engage in regular work will be considered as working days. 1018 1019 END OF SECTION 10 1020 Issued for Bid Division 4 -5 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1021 1022 Issued for Bid Division 4-6 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1023 SECTION 20 1024 PROPOSAL REQUIREMENTS AND CONDITIONS 1025 1026 20 -01 ADVERTISEMENT (Notice to Bidders). This project has been advertised on the following 1027 dates: 1028 1029 Eagle County Website: 7/10/2015 1030 1031 20 -02 QUALIFICATION OF BIDDERS. Each bidder shall furnish the Owner satisfactory 1032 evidence of his or her competency to perform the proposed work. Such evidence of competency, 1033 unless otherwise specified, shall consist of statements covering the bidder's past experience on similar 1034 work, a list of equipment that would be available for the work, and a list of key personnel that would be 1035 available. In addition, each bidder shall furnish the Owner satisfactory evidence of his or her financial 1036 responsibility. Such evidence of financial responsibility, unless otherwise specified, shall consist of a 1037 confidential statement or report of the bidder's financial resources and liabilities as of the last calendar 1038 year or the bidder's last fiscal year. Such statements or reports shall be certified by a public accountant. 1039 At the time of submitting such financial statements or reports, the bidder shall further certify whether 1040 his or her financial responsibility is approximately the same as stated or reported by the public 1041 accountant. If the bidder's financial responsibility has changed, the bidder shall qualify the public 1042 accountant's statement or report to reflect the bidder's true financial condition at the time such 1043 qualified statement or report is submitted to the Owner. 1044 1045 Unless otherwise specified, a bidder may submit evidence that he or she is prequalified with the State 1046 Highway Division and is on the current "bidder's list" of the state in which the proposed work is 1047 located. Such evidence of State Highway Division prequalification may be submitted as evidence of 1048 financial responsibility in lieu of the certified statements or reports specified above. 1049 1050 Each bidder shall submit "evidence of competency" and "evidence of financial responsibility" to the 1051 Owner at the time of bid opening. 1052 1053 20 -03 CONTENTS OF PROPOSAL FORMS. The Owner shall furnish bidders with proposal 1054 forms. All papers bound with or attached to the proposal forms are necessary parts and must not be 1055 detached. 1056 1057 The plans, specifications, and other documents designated in the proposal form shall be considered a 1058 part of the proposal whether attached or not. 1059 1060 20 -04 ISSUANCE OF PROPOSAL FORMS. The Owner reserves the right to refuse to issue a 1061 proposal form to a prospective bidder should such bidder be in default for any of the following 1062 reasons: 1063 1064 a. Failure to comply with any prequalification regulations of the Owner, if such regulations are 1065 cited, or otherwise included, in the proposal as a requirement for bidding. 1066 1067 b. Failure to pay, or satisfactorily settle, all bills due for labor and materials on former contracts in 1068 force with the Owner at the time the Owner issues the proposal to a prospective bidder. 1069 1070 c. Documented record of Contractor default under previous contracts with the Owner. 1071 1072 d. Documented record of unsatisfactory work on previous contracts with the Owner. Issued for Bid Division 4-7 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1073 20 -05 INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES. An estimate of 1074 quantities of work to be done and materials to be furnished under these specifications is given in the 1075 proposal. It is the result of careful calculations and is believed to be correct. It is given only as a basis 1076 for comparison of proposals and the award of the contract. The Owner does not expressly, or by 1077 implication, agree that the actual quantities involved will correspond exactly therewith; nor shall the 1078 bidder plead misunderstanding or deception because of such estimates of quantities, or of the character, 1079 location, or other conditions pertaining to the work. Payment to the Contractor will be made only for 1080 the actual quantities of work performed or materials furnished in accordance with the plans and 1081 specifications. It is understood that the quantities may be increased or decreased as hereinafter provided 1082 in the subsection 40 -02 titled ALTERATION OF WORK AND QUANTITIES of Section 40 without 1083 in any way invalidating the unit bid prices. 1084 1085 20 -06 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE. The bidder is expected 1086 to carefully examine the site of the proposed work, the proposal, plans specifications, and contract 1087 forms. Bidders shall satisfy themselves as to the character, quality, and quantities of work to be 1088 performed, materials to be furnished, and as to the requirements of the proposed contract. The 1089 submission of a proposal shall be prima facie evidence that the bidder has made such examination and 1090 is satisfied as to the conditions to be encountered in performing the work and as to the requirements of 1091 the proposed contract, plans, and specifications. 1092 1093 20 -07 PREPARATION OF PROPOSAL. The bidder shall submit his or her proposal on the forms 1094 furnished by the Owner. All blank spaces in the proposal forms must be correctly filled in where 1095 indicated for each and every item for which a quantity is given. The bidder shall state the price (written 1096 in ink or typed) both in words and numerals for which they propose to do for each pay item furnished 1097 in the proposal. In case of conflict between words and numerals, the words, unless obviously incorrect, 1098 shall govern. 1099 1100 The bidder shall sign the proposal correctly and in ink. If the proposal is made by an individual, his or 1101 her name and post office address must be shown. If made by a partnership, the name and post office 1102 address of each member of the partnership must be shown. If made by a corporation, the person 1103 signing the proposal shall give the name of the state under the laws of which the corporation was 1104 chartered and the name, titles, and business address of the president, secretary, and the treasurer. 1105 Anyone signing a proposal as an agent shall file evidence of his or her authority to do so and that the 1106 signature is binding upon the firm or corporation. 1107 1108 20 -08 RESPONSIVE AND RESPONSIBLE BIDDER. A responsive bid conforms to all 1109 significant terms and conditions contained in the Sponsor's invitation for bid. It is the Sponsor's 1110 responsibility to decide if the exceptions taken by a bidder to the solicitation are material or not and the 1111 extent of deviation it is willing to accept. 1112 A responsible bidder has the ability to perform successfully under the terms and conditions of a 1113 proposed procurement, as defined in 49 CFR § 18.36(b)(8). This includes such matters as Contractor 1114 integrity, compliance with public policy, record of past performance, and financial and technical 1115 resources. 1116 1117 20 -09 IRREGULAR PROPOSALS. Proposals shall be considered irregular for the following 1118 reasons: 1119 1120 a. If the proposal is on a form other than that furnished by the Owner, or if the Owner's form is 1121 altered, or if any part of the proposal form is detached. 1122 Issued for Bid Division 4-8 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1123 b. If there are unauthorized additions, conditional or alternate pay items, or irregularities of any 1124 kind that make the proposal incomplete, indefinite, or otherwise ambiguous. 1125 1126 c. If the proposal does not contain a unit price for each pay item listed in the proposal, except in 1127 the case of authorized alternate pay items, for which the bidder is not required to furnish a unit 1128 price. 1129 1130 d. If the proposal contains unit prices that are obviously unbalanced. 1131 1132 e. If the proposal is not accompanied by the proposal guaranty specified by the Owner. 1133 1134 The Owner reserves the right to reject any irregular proposal and the right to waive technicalities if 1135 such waiver is in the best interest of the Owner and conforms to local laws and ordinances pertaining 1136 to the letting of construction contracts. 1137 1138 20 -10 DELIVERY OF PROPOSAL. Each proposal submitted shall be placed in a sealed envelope 1139 plainly marked with the project number, location of airport, and name and business address of the 1140 bidder on the outside. When sent by mail, preferably registered, the sealed proposal, marked as 1141 indicated above, should be enclosed in an additional envelope. No proposal will be considered unless 1142 received at the place specified in the advertisement or as modified by Addendum before the time 1143 specified for opening all bids. Proposals received after the bid opening time shall be returned to the 1144 bidder unopened. 1145 1146 20 -11 WITHDRAWAL OR REVISION OF PROPOSALS. A bidder may withdraw or revise (by 1147 withdrawal of one proposal and submission of another) a proposal provided that the bidder's request 1148 for withdrawal is received by the Owner in writing or by [fax] [email] before the time specified for 1149 opening bids. Revised proposals must be received at the place specified in the advertisement before the 1150 time specified for opening all bids. 1151 1152 20 -12 PUBLIC OPENING OF PROPOSALS. Proposals shall be opened, and read, publicly at the 1153 time and place specified in the advertisement. Bidders, their authorized agents, and other interested 1154 persons are invited to attend. Proposals that have been withdrawn (by written or telegraphic request) or 1155 received after the time specified for opening bids shall be returned to the bidder unopened. 1156 1157 20 -13 DISQUALIFICATION OF BIDDERS. A bidder may be disqualified for any of the 1158 following reasons: 1159 1160 a. Submitting more than one proposal from the same partnership, firm, or corporation under the 1161 same or different name. 1162 1163 b. Evidence of collusion among bidders. Bidders participating in such collusion shall be 1164 disqualified as bidders for any future work of the Owner until any such participating bidder has 1165 been reinstated by the Owner as a qualified bidder. 1166 1167 c. If the bidder is considered to be in "default" for any reason specified in the subsection 20 -04 1168 titled ISSUANCE OF PROPOSAL FORMS of this section. 1169 1170 1171 END OF SECTION 20 1172 Issued for Bid Division 4-9 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1173 1174 Issued for Bid Division 4-10 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1175 SECTION 30 1176 AWARD AND EXECUTION OF CONTRACT 1177 1178 30 -01 CONSIDERATION OF PROPOSALS. After the proposals are publicly opened and read, 1179 they will be compared on the basis of the summation of the products obtained by multiplying the 1180 estimated quantities shown in the proposal by the unit bid prices. If a bidder's proposal contains a 1181 discrepancy between unit bid prices written in words and unit bid prices written in numbers, the unit 1182 price written in words shall govern. 1183 1184 Until the award of a contract is made, the Owner reserves the right to reject a bidder's proposal for any 1185 of the following reasons: 1186 1187 a. If the proposal is irregular as specified in the subsection 20 -09 titled IRREGULAR 1188 PROPOSALS of Section 20. 1189 1190 b. If the bidder is disqualified for any of the reasons specified in the subsection 20 -14 titled 1191 DISQUALIFICATION OF BIDDERS of Section 20. 1192 1193 In addition, until the award of a contract is made, the Owner reserves the right to reject any or all 1194 proposals, waive technicalities, if such waiver is in the best interest of the Owner and is in conformance 1195 with applicable state and local laws or regulations pertaining to the letting of construction contracts; 1196 advertise for new proposals; or proceed with the work otherwise. All such actions shall promote the 1197 Owner's best interests. 1198 1199 30 -02 AWARD OF CONTRACT. The award of a contract, if it is to be awarded, shall be made 1200 within 60 calendar days of the date specified for publicly opening proposals, unless otherwise specified 1201 herein. Award of the contract shall be made by the Owner to the lowest, qualified bidder whose 1202 proposal conforms to the cited requirements of the Owner. 1203 1204 30 -03 CANCELLATION OF AWARD. The Owner reserves the right to cancel the award without 1205 liability to the bidder, except return of proposal guaranty, at any time before a contract has been fully 1206 executed by all parties and is approved by the Owner in accordance with the subsection titled 30 -05 1207 APPROVAL OF CONTRACT of this section. 1208 1209 30 -04 EXECUTION OF CONTRACT. The successful bidder shall sign (execute) the necessary 1210 agreements for entering into the contract and return the signed contract to the Owner within 7 calendar 1211 days from the date mailed or otherwise delivered to the successful bidder. 1212 1213 30 -05 APPROVAL OF CONTRACT. Upon receipt of the contract and contract bond or bonds 1214 that have been executed by the successful bidder, the Owner shall complete the execution of the 1215 contract in accordance with local laws or ordinances, and return the fully executed contract to the 1216 Contractor. Delivery of the fully executed contract to the Contractor shall constitute the Owner's 1217 approval to be bound by the successful bidder's proposal and the terms of the contract. 1218 1219 30 -08 FAILURE TO EXECUTE CONTRACT. Failure of the successful bidder to execute the 1220 contract shall be just cause for cancellation of the award. 1221 1222 1223 END OF SECTION 30 1224 Issued for Bid Division 4-11 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1225 1226 Issued for Bid Division 412 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1227 SECTION 40 1228 SCOPE OF WORK 1229 1230 40 -01 INTENT OF CONTRACT. The intent of the contract is to provide for construction and 1231 completion, in every detail, of the work described. It is further intended that the Contractor shall 1232 furnish all labor, materials, equipment, tools, transportation, and supplies required to complete the 1233 work in accordance with the plans, specifications, and terms of the contract. 1234 1235 40 -02 ALTERATION OF WORK AND QUANTITIES. The Owner reserves and shall have the 1236 right to make such alterations in the work as may be necessary or desirable to complete the work 1237 originally intended in an acceptable manner. Unless otherwise specified herein, the Engineer shall be 1238 and is hereby authorized to make such alterations in the work as may increase or decrease the originally 1239 awarded contract quantities, provided that the aggregate of such alterations does not change the total 1240 contract cost or the total cost of any major contract item by more than 25% (total cost being based on 1241 the unit prices and estimated quantities in the awarded contract). Alterations that do not exceed the 1242 25% limitation shall not invalidate the contract nor release the surety, and the Contractor agrees to 1243 accept payment for such alterations as if the altered work had been a part of the original contract. 1244 These alterations that are for work within the general scope of the contract shall be covered by 1245 "Change Orders" issued by the Engineer. Change orders for altered work shall include extensions of 1246 contract time where, in the Engineer's opinion, such extensions are commensurate with the amount 1247 and difficulty of added work. 1248 1249 Should the aggregate amount of altered work exceed the 25% limitation hereinbefore specified, such 1250 excess altered work shall be covered by supplemental agreement. If the Owner and the Contractor are 1251 unable to agree on a unit adjustment for any contract item that requires a supplemental agreement, the 1252 Owner reserves the right to terminate the contract with respect to the item and make other 1253 arrangements for its completion. 1254 1255 40 -03 OMITTED ITEMS. The Engineer may, in the Owner's best interest, omit from the work any 1256 contract item, except major contract items. Major contract items may be omitted by a supplemental 1257 agreement. Such omission of contract items shall not invalidate any other contract provision or 1258 requirement. 1259 1260 Should a contract item be omitted or otherwise ordered to be non - performed, the Contractor shall be 1261 paid for all work performed toward completion of such item prior to the date of the order to omit such 1262 item. Payment for work performed shall be in accordance with the subsection 90 -04 titled PAYMENT 1263 FOR OMITTED ITEMS of Section 90. 1264 1265 40 -04 EXTRA WORK Should acceptable completion of the contract require the Contractor to 1266 perform an item of work for which no basis of payment has been provided in the original contract or 1267 previously issued change orders or supplemental agreements, the same shall be called "Extra Work." 1268 Extra Work that is within the general scope of the contract shall be covered by written change order. 1269 Change orders for such Extra Work shall contain agreed unit prices for performing the change order 1270 work in accordance with the requirements specified in the order, and shall contain any adjustment to 1271 the contract time that, in the Engineer's opinion, is necessary for completion of such Extra Work. 1272 1273 When determined by the Engineer to be in the Owner's best interest, the Engineer may order the 1274 Contractor to proceed with Extra Work as provided in the subsection 90 -05 titled PAYMENT FOR 1275 EXTRA WORK of Section 90. 1276 Issued for Bid Division 4-13 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1277 Extra Work that is necessary for acceptable completion of the project, but is not within the general 1278 scope of the work covered by the original contract shall be covered by a Supplemental Agreement as 1279 defined in the subsection 10 -48 titled SUPPLEMENTAL AGREEMENT of Section 10. 1280 1281 Any claim for payment of Extra Work that is not covered by written agreement (change order or 1282 supplemental agreement) shall be rejected by the Owner. 1283 1284 40 -05 MAINTENANCE OF TRAFFIC. It is the explicit intention of the contract that the safety of 1285 aircraft, as well as the Contractor's equipment and personnel, is the most important consideration. 1286 1287 a. It is understood and agreed that the Contractor shall provide for the free and unobstructed 1288 movement of aircraft in the air operations areas (AOAs) of the airport with respect to his or her own 1289 operations and the operations of all subcontractors as specified in the subsection 80 -04 titled 1290 LIMITATION OF OPERATIONS of Section 80. It is further understood and agreed that the 1291 Contractor shall provide for the uninterrupted operation of visual and electronic signals (including 1292 power supplies thereto) used in the guidance of aircraft while operating to, from, and upon the airport 1293 as specified in the subsection 70 -15 titled CONTRACTOR'S RESPONSIBILITY FOR UTILITY 1294 SERVICE AND FACILITIES OF OTHERS in Section 70. 1295 1296 b. With respect to his or her own operations and the operations of all subcontractors, the Contractor 1297 shall provide marking, lighting, and other acceptable means of identifying personnel, equipment, 1298 vehicles, storage areas, and any work area or condition that may be hazardous to the operation of 1299 aircraft, fire- rescue equipment, or maintenance vehicles at the airport. 1300 1301 c. When the contract requires the maintenance of vehicular traffic on an existing road, street, or 1302 highway during the Contractor's performance of work that is otherwise provided for in the contract, 1303 plans, and specifications, the Contractor shall keep such road, street, or highway open to all traffic and 1304 shall provide such maintenance as may be required to accommodate traffic. The Contractor shall be 1305 responsible for the repair of any damage caused by the Contractor's equipment and personnel. The 1306 Contractor shall furnish erect, and maintain barricades, warning signs, flag person, and other traffic 1307 control devices in reasonable conformity with the Manual on Uniform Traffic Control Devices 1308 (MUTCD) (http: / /mutcd.fhwa.dot.gov /), unless otherwise specified. The Contractor shall also 1309 construct and maintain in a safe condition any temporary connections necessary for ingress to and 1310 egress from abutting property or intersecting roads, streets or highways. 1311 1312 40 -06 REMOVAL OF EXISTING STRUCTURES. All existing structures encountered within the 1313 established lines, grades, or grading sections shall be removed by the Contractor, unless such existing 1314 structures are otherwise specified to be relocated, adjusted up or down, salvaged, abandoned in place, 1315 reused in the work or to remain in place. The cost of removing such existing structures shall not be 1316 measured or paid for directly, but shall be included in the various contract items. 1317 1318 Should the Contractor encounter an existing structure (above or below ground) in the work for which 1319 the disposition is not indicated on the plans, the Engineer shall be notified prior to disturbing such 1320 structure. The disposition of existing structures so encountered shall be immediately determined by the 1321 Engineer in accordance with the provisions of the contract. 1322 1323 Except as provided in the subsection 40 -07 titled RIGHTS IN AND USE OF MATERIALS FOUND 1324 IN THE WORK of this section, it is intended that all existing materials or structures that may be 1325 encountered (within the lines, grades, or grading sections established for completion of the work) shall Issued for Bid Division 4-14 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1326 be used in the work as otherwise provided for in the contract and shall remain the property of the 1327 Owner when so used in the work. 1328 1329 40 -07 RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK Should the 1330 Contractor encounter any material such as (but not restricted to) sand, stone, gravel, slag, or concrete 1331 slabs within the established lines, grades, or grading sections, the use of which is intended by the terms 1332 of the contract to be either embankment or waste, the Contractor may at his or her option either: 1333 1334 a. Use such material in another contract item, providing such use is approved by the Engineer and 1335 is in conformance with the contract specifications applicable to such use; or, 1336 1337 b. Remove such material from the site, upon written approval of the Engineer; or 1338 1339 c. Use such material for the Contractor's own temporary construction on site; or, 1340 1341 d. Use such material as intended by the terms of the contract. 1342 1343 Should the Contractor wish to exercise option a., b., or c., the Contractor shall request the Engineer's 1344 approval in advance of such use. 1345 1346 Should the Engineer approve the Contractor's request to exercise option a., b., or c., the Contractor 1347 shall be paid for the excavation or removal of such material at the applicable contract price. The 1348 Contractor shall replace, at his or her own expense, such removed or excavated material with an agreed 1349 equal volume of material that is acceptable for use in constructing embankment, backfills, or otherwise 1350 to the extent that such replacement material is needed to complete the contract work. The Contractor 1351 shall not be charged for use of such material used in the work or removed from the site. 1352 1353 Should the Engineer approve the Contractor's exercise of option a., the Contractor shall be paid, at the 1354 applicable contract price, for furnishing and installing such material in accordance with requirements of 1355 the contract item in which the material is used. 1356 1357 It is understood and agreed that the Contractor shall make no claim for delays by reason of his or her 1358 exercise of option a., b., or c. 1359 1360 The Contractor shall not excavate, remove, or otherwise disturb any material, structure, or part of a 1361 structure which is located outside the lines, grades, or grading sections established for the work, except 1362 where such excavation or removal is provided for in the contract, plans, or specifications. 1363 1364 40 -08 FINAL CLEANING UP. Upon completion of the work and before acceptance and final 1365 payment will be made, the Contractor shall remove from the site all machinery, equipment, surplus and 1366 discarded materials, rubbish, temporary structures, and stumps or portions of trees. The Contractor 1367 shall cut all brush and woods within the limits indicated and shall leave the site in a neat and 1368 presentable condition. Material cleared from the site and deposited on adjacent property will not be 1369 considered as having been disposed of satisfactorily, unless the Contractor has obtained the written 1370 permission of such property Owner. 1371 1372 1373 END OF SECTION 40 1374 Issued for Bid Division 4-15 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1375 1376 Issued for Bid Division 4-16 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1377 SECTION 50 1378 CONTROL OF WORK 1379 1380 50 -01 AUTHORITY OF THE ENGINEER. The Engineer shall decide any and all questions 1381 which may arise as to the quality and acceptability of materials furnished, work performed, and as to the 1382 manner of performance and rate of progress of the work. The Engineer shall decide all questions that 1383 may arise as to the interpretation of the specifications or plans relating to the work. The Engineer shall 1384 determine the amount and quality of the several kinds of work performed and materials furnished 1385 which are to be paid for the under contract. 1386 1387 50 -02 CONFORMITY WITH PLANS AND SPECIFICATIONS. All work and all materials 1388 furnished shall be in reasonably close conformity with the lines, grades, grading sections, cross sections, 1389 dimensions, material requirements, and testing requirements that are specified (including specified 1390 tolerances) in the contract, plans or specifications. 1391 1392 If the Engineer finds the materials furnished, work performed, or the finished product not within 1393 reasonably close conformity with the plans and specifications but that the portion of the work affected 1394 will, in his or her opinion, result in a finished product having a level of safety, economy, durability, and 1395 workmanship acceptable to the Owner, the Engineer will advise the Owner of his or her determination 1396 that the affected work be accepted and remain in place. In this event, the Engineer will document the 1397 determination and recommend to the Owner a basis of acceptance that will provide for an adjustment 1398 in the contract price for the affected portion of the work. The Engineer's determination and 1399 recommended contract price adjustments will be based on sound engineering judgment and such tests 1400 or retests of the affected work as are, in the Engineer's opinion, needed. Changes in the contract price 1401 shall be covered by contract change order or supplemental agreement as applicable. 1402 1403 If the Engineer finds the materials furnished, work performed, or the finished product are not in 1404 reasonably close conformity with the plans and specifications and have resulted in an unacceptable 1405 finished product, the affected work or materials shall be removed and replaced or otherwise corrected 1406 by and at the expense of the Contractor in accordance with the Engineer's written orders. 1407 1408 For the purpose of this subsection, the term "reasonably close conformity" shall not be construed as 1409 waiving the Contractor's responsibility to complete the work in accordance with the contract, plans, 1410 and specifications. The term shall not be construed as waiving the Engineer's responsibility to insist on 1411 strict compliance with the requirements of the contract, plans, and specifications during the 1412 Contractor's execution of the work, when, in the Engineer's opinion, such compliance is essential to 1413 provide an acceptable finished portion of the work. 1414 1415 For the purpose of this subsection, the term "reasonably close conformity" is also intended to provide 1416 the Engineer with the authority, after consultation with the FAA, to use sound engineering judgment in 1417 his or her determinations as to acceptance of work that is not in strict conformity but will provide a 1418 finished product equal to or better than that intended by the requirements of the contract, plans and 1419 specifications. 1420 1421 The Engineer will not be responsible for the Contractor's means, methods, techniques, sequences, or 1422 procedures of construction or the safety precautions incident thereto. 1423 1424 50 -03 COORDINATION OF CONTRACT, PLANS, AND SPECIFICATIONS. The contract, 1425 plans, specifications, and all referenced standards cited are essential parts of the contract requirements. 1426 A requirement occurring in one is as binding as though occurring in all. They are intended to be Issued for Bid Division 4-17 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1427 complementary and to describe and provide for a complete work. In case of discrepancy, calculated 1428 dimensions will govern over scaled dimensions; contract technical specifications shall govern over 1429 contract general provisions, plans, cited standards for materials or testing, and cited advisory circulars 1430 (ACs); contract general provisions shall govern over plans, cited standards for materials or testing, and 1431 cited ACs; plans shall govern over cited standards for materials or testing and cited ACs. If any 1432 paragraphs contained in the Special Provisions conflict with General Provisions or Technical 1433 Specifications, the Special Provisions shall govern. 1434 1435 From time to time, discrepancies within cited testing standards occur due to the timing of the change, 1436 edits, and /or replacement of the standards. If the Contractor discovers any apparent discrepancy within 1437 standard test methods, the Contractor shall immediately ask the Engineer for an interpretation and 1438 decision, and such decision shall be final. 1439 1440 The Contractor shall not take advantage of any apparent error or omission on the plans or 1441 specifications. In the event the Contractor discovers any apparent error or discrepancy, he shall 1442 immediately call upon the Engineer for his or her interpretation and decision, and such decision shall 1443 be final. 1444 1445 See Division 5 for the Project Special Provisions 1446 1447 50 -04 COOPERATION OF CONTRACTOR. The Contractor will be supplied with five copies 1448 each of the plans and specifications. The Contractor shall have available on the work at all times one 1449 copy each of the plans and specifications. Additional copies of plans and specifications may be obtained 1450 by the Contractor for the cost of reproduction. 1451 1452 The Contractor shall give constant attention to the work to facilitate the progress thereof, and shall 1453 cooperate with the Engineer and his or her inspectors and with other contractors in every way possible. 1454 The Contractor shall have a competent superintendent on the work at all times who is fully authorized 1455 as his or her agent on the work. The superintendent shall be capable of reading and thoroughly 1456 understanding the plans and specifications and shall receive and fulfill instructions from the Engineer 1457 or his or her authorized representative. 1458 1459 50 -05 COOPERATION BETWEEN CONTRACTORS. The Owner reserves the right to 1460 contract for and perform other or additional work on or near the work covered by this contract. 1461 1462 When separate contracts are let within the limits of any one project, each Contractor shall conduct the 1463 work so as not to interfere with or hinder the progress of completion of the work being performed by 1464 other Contractors. Contractors working on the same project shall cooperate with each other as 1465 directed. 1466 1467 Each Contractor involved shall assume all liability, financial or otherwise, in connection with his or her 1468 contract and shall protect and save harmless the Owner from any and all damages or claims that may 1469 arise because of inconvenience, delays, or loss experienced because of the presence and operations of 1470 other Contractors working within the limits of the same project. 1471 1472 The Contractor shall arrange his or her work and shall place and dispose of the materials being used so 1473 as not to interfere with the operations of the other Contractors within the limits of the same project. 1474 The Contractor shall join his or her work with that of the others in an acceptable manner and shall 1475 perform it in proper sequence to that of the others. 1476 Issued for Bid Division 4-18 Jviation, Inc. July 10, 2015 Jviadon, Inc. Project No. LOC 15 -01 1477 50 -06 CONSTRUCTION LAYOUT AND STAKES. The Engineer shall establish horizontal and 1478 vertical control only. The Contractor must establish all layout required for the construction of the work. 1479 Such stakes and markings as the Engineer may set for either their own or the Contractor's guidance 1480 shall be preserved by the Contractor. In case of negligence on the part of the Contractor, or their 1481 employees, resulting in the destruction of such stakes or markings, an amount equal to the cost of 1482 replacing the same may be deducted from subsequent estimates due the Contractor at the discretion of 1483 the Engineer. 1484 1485 The Construction survey control will be the secondary and primary control stations identified by the 1486 Engineer and used for the design. These were established using the procedures in FAA AC FAA AC 1487 150/5300 -16A [or most current version]. If additional secondary control stations are needed they must 1488 be surveyed to the temporary control standards and procedures in accordance with FAA AC 150/5300- 1489 16A [or most current version]. 1490 1491 When staking out construction features the construction survey must verify consistency with the 1492 secondary project control. If secondary project control has been disturbed the survey must verify 1493 consistency with primary project control. The Contractor must verify his internal secondary control 1494 monuments a minimum of once per month. 1495 1496 Prior to performing the initial control survey, submit a methodology statement to the Engineer for their 1497 review, complete with survey equipment to be utilized and with information as to the accuracy of the 1498 equipment. 1499 1500 The Contractor will be required to furnish all lines, grades and measurements from the control points 1501 necessary for the proper execution and control of the work contracted for under these specifications. 1502 1503 The contractor must give daily copies of survey point files and notes to the Engineer for each area of 1504 construction and for each placement of material as specified. All survey must be provided in an 1505 electronic format approved by the Engineer. This will allow the Engineer to make periodic checks for 1506 conformance with plan grades, alignments, and grade tolerances required by the applicable material 1507 specifications, and expedite the reviews of grades for quality acceptance. All surveys must be provided 1508 to the Engineer prior to commencing work items that will cover or disturb the survey staking as set by 1509 the Contractor's surveyor. Surveys and survey notes must be on local coordinate system shown on the 1510 plans, based on plan stations and offsets and plan vertical control, and provided in an electronic format 1511 approved by the Engineer. 1512 1513 In the case of error, on the part of the Contractor, their surveyor, employees, or subcontractors, 1514 resulting in established grades, alignment or grade tolerances that do not concur with those specified or 1515 shown on the plans, the Contractor is solely responsible for correction, removal, replacement and all 1516 associated costs at no additional cost to the Sponsor. 1517 1518 All required survey for grade verification for quality acceptance shall be performed by a State Licensed 1519 Land Surveyor. 1520 1521 No direct payment will be made, unless otherwise specified in contract documents, for this labor, 1522 materials, or other expenses. The cost shall be included in the price of the bid for the various items of 1523 the Contract. 1524 Issued for Bid Division 4-19 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1525 1526 1527 1528 1529 1530 1531 1532 1533 1534 1535 1536 1537 1538 1539 1540 1541 1542 1543 1544 1545 1546 1547 1548 1549 1550 1551 1552 1553 1554 1555 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1572 1573 Construction Staking and Layout includes but is not limited to: 1. Clearing and Grubbing perimeter staking. 2. Rough Grade slope stakes at 100 -foot (30 -m) stations. 3. Drainage Swales slope stakes and flow line blue tops at 50 -foot (15 -m) stations. 4. Subgrade blue tops at 25 -foot (7.5 -m) stations and 25 -foot (7.5 -m) offset distance (maximum) for the following section locations: a. Runway — minimum five (5) per station b. Taxiways — minimum three (3) per station c. Holding apron areas — minimum three (3) per station d. Roadways — minimum three (3) per station 5. Subbase and Base Course blue tops at 25 -foot (7:5 -m) stations and 25 -foot (7.5 -m) offset distance (maximum) for the following section locations: a. Runway — minimum five (5) per station b. Taxiways — minimum three (3) per station c. Holding apron areas - minimum three (3) per station 6. Pavement areas: a. Edge of Pavement hubs and tacks (for stringline by Contractor) at 100 -foot (30 -m) stations b. Between Lifts at 25 -foot (7.5 -m) stations for the following section locations: (1) Runways — each paving lane width (2) Taxiways — each paving lane width (3) Holding areas — each paving lane width c. After finish paving operations at 50 -foot (15 -m) stations (For grade acceptance verification) (1) All paved areas — Edge of each paving lane and all grade breaks prior to next paving lot d. Shoulder and safety area blue tops at 50 -foot (15 -m) stations and at all break points with maximum of 50 -foot (15 -m) offsets 7. Fence lines at 100 -foot (30 -m) stations minimum. Issued for Bid Division 4-20 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1574 8. Electrical and Communications System locations, lines and grades including but not limited to 1575 duct runs, connections, fixtures, signs, lights, Visual Approach Slope Indicators (VASIs), 1576 Precision Approach Path Indicators (PAPIs), Runway End Identifier Lighting (REIL),, Wind 1577 Cones, Distance Markers (signs), pull boxes and manholes. 1578 1579 9. Drain lines, cut stakes and alignment on 25 -foot (7.5 -m) stations, inlet and manholes. 1580 1581 10. Painting and Striping layout (pinned with 1.5 inch PK nails) marked for paint Contractor. (All 1582 nails shall be removed after painting) 1583 1584 11. Laser, or other automatic control devices, shall be checked with temporary control point or 1585 grade hub at a minimum of once per 400 -feet (120 -m) per pass (that is, paving lane). 1586 1587 12. Required verification /as -built survey shall be provided electronically in an Engineer approved 1588 format and shall include Point Number, Northing, Easting, Elevation, and Description 1589 (PNEZD, comma delimited format). 1590 1591 13. The Contractor shall provide verification survey to the Engineer for all locations where 1592 proposed construction will tie into any existing structures and pavements. This survey shall be 1593 used for verification of existing conditions and shall be submitted prior to commencing 1594 construction activities in the areas of the existing infrastructure. This survey shall be considered 1595 incidental to construction operations and shall be provided by the Contractor at no additional 1596 cost to the sponsor. Work in these areas shall not be allowed to commence until this survey 1597 verification has been supplied by the Contractor to the Engineer and the Engineer has provided 1598 acceptance, based on a timely review of the verification survey. 1599 1600 14. In addition to all required utility locates, the Contractor shall be required to verify the elevations 1601 of all utility crossings before commencing construction operations. For example, before the 1602 Contractor begins work on a proposed storm drain, the elevation, both top and bottom, of 1603 ALL utilities that cross the proposed pipe shall be verified and provided to the Engineer. This 1604 verification shall be considered incidental to construction operations and shall be provided by 1605 the Contractor at no additional cost to the sponsor. Work in these areas shall not be allowed to 1606 commence until these utility verifications have been supplied by the Contractor to the Engineer 1607 and the Engineer has provided acceptance, based on a timely review of the verification survey. 1608 1609 The establishment of Survey Control and /or reestablishment of survey control shall be by a State 1610 Licensed Land Surveyor. 1611 1612 Additional stakes or markings shall be required at an interval to clearly define grades for sub -grade and 1613 all material lifts required for the pavement structure including all subbases, bases, and pavements. 1614 Additional staking and controls shall be placed as needed for construction to meet the design as 1615 required by the specifications or shown on the drawings. , In addition to locations stated above, staking 1616 for layout and survey for grade verifications shall be provided at locations of all spot elevations when 1617 provided for in the plans. 1618 1619 On all pavement lifts and milled surfaces, Contractor shall spray paint on the pavement surfaces fill 1620 depths to final surface grades so the Engineer can visually verify pavement grades and thicknesses. Fill 1621 locations shall match all spot elevations and staking and layout locations discussed in this section. 1622 1623 Controls and stakes disturbed or suspect of having been disturbed shall be checked and /or reset as 1624 directed by the Engineer without additional cost to the Owner. Issued for Bid Division 4-21 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1625 50 -07 AUTOMATICALLY CONTROLLED EQUIPMENT. Whenever hatching or mixing plant 1626 equipment is required to be operated automatically under the contract and a breakdown or malfunction 1627 of the automatic controls occurs, the equipment may be operated manually or by other methods for a 1628 period 48 hours following the breakdown or malfunction, provided this method of operations will 1629 produce results which conform to all other requirements of the contract. 1630 1631 50 -08 AUTHORITY AND DUTIES OF INSPECTORS. Inspectors shall be authorized to inspect 1632 all work done and all material furnished. Such inspection may extend to all or any part of the work and 1633 to the preparation, fabrication, or manufacture of the materials to be used. Inspectors are not 1634 authorized to revoke, alter, or waive any provision of the contract. Inspectors are not authorized to 1635 issue instructions contrary to the plans and specifications or to act as foreman for the Contractor. 1636 1637 Inspectors are authorized to notify the Contractor or his or her representatives of any failure of the 1638 work or materials to conform to the requirements of the contract, plans, or specifications and to reject 1639 such nonconforming materials in question until such issues can be referred to the Engineer for a 1640 decision. 1641 1642 50 -09 INSPECTION OF THE WORK All materials and each part or detail of the work shall be 1643 subject to inspection. The Engineer shall be allowed access to all parts of the work and shall be 1644 furnished with such information and assistance by the Contractor as is required to make a complete and 1645 detailed inspection. 1646 1647 If the Engineer requests it, the Contractor, at any time before acceptance of the work, shall remove or 1648 uncover such portions of the finished work as may be directed. After examination, the Contractor shall 1649 restore said portions of the work to the standard required by the specifications. Should the work thus 1650 exposed or examined prove acceptable, the uncovering, or removing, and the replacing of the covering 1651 or making good of the parts removed will be paid for as extra work; but should the work so exposed or 1652 examined prove unacceptable, the uncovering, or removing, and the replacing of the covering or 1653 making good of the parts removed will be at the Contractor's expense. 1654 1655 Any work done or materials used without supervision or inspection by an authorized representative of 1656 the Owner may be ordered removed and replaced at the Contractor's expense unless the Owner's 1657 representative failed to inspect after having been given reasonable notice in writing that the work was to 1658 be performed. 1659 1660 Should the contract work include relocation, adjustment, or any other modification to existing facilities, 1661 not the property of the (contract) Owner, authorized representatives of the Owners of such facilities 1662 shall have the right to inspect such work. Such inspection shall in no sense make any facility owner a 1663 party to the contract, and shall in no way interfere with the rights of the parties to this contract. 1664 1665 50 -10 REMOVAL OF UNACCEPTABLE AND UNAUTHORIZED WORK All work that 1666 does not conform to the requirements of the, contract, plans, and specifications will be considered 1667 unacceptable, unless otherwise determined acceptable by the Engineer as provided in the subsection 1668 titled 50 -02 CONFORMITY WITH PLANS AND SPECIFICATIONS of this section. 1669 1670 Unacceptable work, whether the result of poor workmanship, use of defective materials, damage 1671 through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall 1672 be removed immediately and replaced in an acceptable manner in accordance with the provisions of the 1673 subsection 70 -14 titled CONTRACTOR'S RESPONSIBILITY FOR WORK. 1674 Issued for Bid Division 4-22 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1675 No removal work made under provision of this subsection shall be done without lines and grades 1676 having been established by the Engineer. Work done contrary to the instructions of the Engineer, work 1677 done beyond the lines shown on the plans or as established by the Engineer, except as herein specified, 1678 or any extra work done without authority, will be considered as unauthorized and will not be paid for 1679 under the provisions of the contract. Work so done may be ordered removed or replaced at the 1680 Contractor's expense. 1681 1682 Upon failure on the part of the Contractor to comply with any order of the Engineer made under the 1683 provisions of this subsection, the .Engineer will have authority to cause unacceptable work to be 1684 remedied or removed and replaced and unauthorized work to be removed and to deduct the costs 1685 incurred by the Owner from any monies due or to become due the Contractor. 1686 1687 50 -11 LOAD RESTRICTIONS. The Contractor shall comply with all legal load restrictions in the 1688 hauling of materials on public roads beyond the limits of the work. A special permit will not relieve the 1689 Contractor of liability for damage that may result from the moving of material or equipment. 1690 1691 The operation of equipment of such weight or so loaded as to cause damage to structures or to any 1692 other type of construction will not be permitted. Hauling of materials over the base course or surface 1693 course under construction shall be limited as directed. No loads will be permitted on a concrete 1694 pavement, base, or structure before the expiration of the curing period. The Contractor shall be 1695 responsible for all damage done by his or her hauling equipment and shall correct such damage at his or 1696 her own expense. 1697 1698 Contractor shall examine the existing pavements that will be used for hauling of material and 1699 equipment, and determine the pavements ability to withstand contractor operations without causing 1700 damage to the pavement. Any damage caused by the contractor shall be repaired by the contractor to 1701 the approval of the engineer and at no additional cost to the sponsor. 1702 1703 50 -12 MAINTENANCE DURING CONSTRUCTION. The Contractor shall maintain the work 1704 during construction and until the work is accepted. Maintenance shall constitute continuous and 1705 effective work prosecuted day by day, with adequate equipment and forces so that the work is 1706 maintained in satisfactory condition at all times. 1707 1708 In the case of a contract for the placing of a course upon a course or subgrade previously constructed, 1709 the Contractor shall maintain the previous course or subgrade during all construction operations. 1710 1711 All costs of maintenance work during construction and before the project is accepted shall be included 1712 in the unit prices bid on the various contract items, and the Contractor will not be paid an additional 1713 amount for such work. 1714 1715 50 -13 FAILURE TO MAINTAIN THE WORK Should the Contractor at any time fail to 1716 maintain the work as provided in the subsection 50 -12 titled MAINTENANCE DURING 1717 CONSTRUCTION of this section, the Engineer shall immediately notify the Contractor of such 1718 noncompliance. Such notification shall specify a reasonable time within which the Contractor shall be 1719 required to remedy such unsatisfactory maintenance condition. The time specified will give due 1720 consideration to the exigency that exists. 1721 1722 Should the Contractor fail to respond to the Engineer's notification, the Owner may suspend any work 1723 necessary for the Owner to correct such unsatisfactory maintenance condition, depending on the Issued for Bid Division 4-23 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1724 exigency that exists. Any maintenance cost incurred by the Owner, shall be deducted from monies due 1725 or to become due the Contractor. 1726 1727 50 -14 PARTIAL ACCEPTANCE. If at any time during the execution of the project the Contractor 1728 substantially completes a usable unit or portion of the work, the occupancy of which will benefit the 1729 Owner, the Contractor may request the Engineer to make final inspection of that unit. If the Engineer 1730 finds upon inspection that the unit has been satisfactorily completed in compliance with the contract, 1731 the Engineer may accept it as being complete, and the Contractor may be relieved of further 1732 responsibility for that unit. Such partial acceptance and beneficial occupancy by the Owner shall not 1733 void or alter any provision of the contract. 1734 1735 50 -15 FINAL ACCEPTANCE. Upon due notice from the Contractor of presumptive completion 1736 of the entire project, the Engineer and Owner will make an inspection. If all construction provided for 1737 and contemplated by the contract is found to be complete in accordance with the contract, plans, and 1738 specifications, such inspection shall constitute the final inspection. The Engineer shall notify the 1739 Contractor in writing of final acceptance as of the date of the final inspection. 1740 1741 If, however, the inspection discloses any work, in whole or in part, as being unsatisfactory, the Engineer 1742 will give the Contractor the necessary instructions for correction of same and the Contractor shall 1743 immediately comply with and execute such instructions. Upon correction of the work, another 1744 inspection will be made which shall constitute the final inspection, provided the work has been 1745 satisfactorily completed. In such event, the Engineer will make the final acceptance and notify the 1746 Contractor in writing of this acceptance as of the date of final inspection. 1747 1748 50 -16 CLAIMS FOR ADJUSTMENT AND DISPUTES. If for any reason the Contractor deems 1749 that additional compensation is due for work or materials not clearly provided for in the contract, plans, 1750 or specifications or previously authorized as extra work, the Contractor shall notify the Engineer in 1751 writing of his or her intention to claim such additional compensation before the Contractor begins the 1752 work on which the Contractor bases the claim. If such notification is not given or the Engineer is not 1753 afforded proper opportunity by the Contractor for keeping strict account of actual cost as required, 1754 then the Contractor hereby agrees to waive any claim for such additional compensation. Such notice by 1755 the Contractor and the fact that the Engineer has kept account of the cost of the work shall not in any 1756 way be construed as proving or substantiating the validity of the claim. When the work on which the 1757 claim for additional compensation is based has been completed, the Contractor shall, within 10 calendar 1758 days, submit a written claim to the Engineer who will present it to the Owner for consideration in 1759 accordance with local laws or ordinances. 1760 1761 Nothing in this subsection shall be construed as a waiver of the Contractor's right to dispute final 1762 payment based on differences in measurements or computations. 1763 1764 1765 END OF SECTION 50 Issued for Bid Division 4-24 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1766 1767 1768 SECTION 60 CONTROL OF MATERIALS 1769 60 -01 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS. The materials used in the 1770 work shall conform to the requirements of the contract, plans, and specifications. Unless otherwise 1771 specified, such materials that are manufactured or processed shall be new (as compared to used or 1772 reprocessed). 1773 1774 In order to expedite the inspection and testing of materials, the Contractor shall furnish complete 1775 statements to the Engineer as to the origin, composition, and manufacture of all materials to be used in 1776 the work. Such statements shall be furnished promptly after execution of the contract but, in all cases, 1777 prior to delivery of such materials. 1778 1779 At the Enginee?s option, materials may be approved at the source of supply before delivery is stated. If 1780 it is found after trial that sources of supply for previously approved materials do not produce specified 1781 products, the Contractor shall furnish materials from other sources. 1782 1783 60 -02 SAMPLES, TESTS, AND CITED SPECIFICATIONS. Unless otherwise designated, all 1784 materials used in the work shall be inspected, tested, and approved by the Engineer before 1785 incorporation in the work. Any work in which untested materials are used without approval or written 1786 permission of the Engineer shall be performed at the Contractor's risk. Materials found to be 1787 unacceptable and unauthorized will not be paid for and, if directed by the Engineer, shall be removed at 1788 the Contractor's expense. 1789 1790 Unless otherwise designated, quality assurance tests in accordance with the cited standard methods of 1791 ASTM, American Association of State Highway and Transportation Officials (AASHTO), Federal 1792 Specifications, Commercial Item Descriptions, and all other cited methods, which are current on the 1793 date of advertisement for bids, will be made by and at the expense of the Engineer. 1794 1795 The testing organizations performing on -site quality assurance field tests shall have copies of all 1796 referenced standards on the construction site for use by all technicians and other personnel, including 1797 the Contractor's representative at his or her request. Unless otherwise designated, samples for quality 1798 assurance will be taken by a qualified representative of the Engineer. All materials being used are 1799 subject to inspection, test, or rejection at any time prior to or during incorporation into the work. 1800 Copies of all tests will be furnished to the Contractor's representative at their request after review and 1801 approval of the Engineer. 1802 1803 The Contractor shall employ a testing organization to perform all Contractor required Quality Control 1804 tests. The Contractor shall submit to the Engineer resumes on all testing organizations and individual 1805 persons who will be performing the tests. The Engineer will determine if such persons are qualified. All 1806 the test data shall be reported to the Engineer after the results are known. A legible, handwritten copy 1807 of all test data shall be given to the Engineer daily, along with printed reports, in an electronic 1808 spreadsheet file, on a weekly basis. After completion of the project, and prior to final payment, the 1809 Contractor shall submit a final report to the Engineer showing all test data reports, plus an analysis of 1810 all results showing ranges, averages, and corrective action taken on all failing tests in an electronic 1811 spreadsheet file. 1812 1813 60 -03 CERTIFICATION OF COMPLIANCE. The Engineer may permit the use, prior to 1814 sampling and testing, of certain materials or assemblies when accompanied by manufacturer's 1815 certificates of compliance stating that such materials or assemblies fully comply with the requirements Issued for Bid Division 4-25 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1816 of the contract. The certificate shall be signed by the manufacturer. Each lot of such materials or 1817 assemblies delivered to the work must be accompanied by a certificate of compliance in which the lot is 1818 clearly identified. 1819 1820 Materials or assemblies used on the basis of certificates of compliance may be sampled and tested at 1821 any time and if found not to be in conformity with contract requirements will be subject to rejection 1822 whether in place or not. 1823 1824 The form and distribution of certificates of compliance shall be as approved by the Engineer. 1825 1826 When a material or assembly is specified by "brand name or equal" and the Contractor elects to furnish 1827 the specified "brand name," the Contractor shall be required to furnish the manufacturer's certificate of 1828 compliance for each lot of such material or assembly delivered to the work. Such certificate of 1829 compliance shall clearly identify each lot delivered and shall certify as to: 1830 1831 a. Conformance to the specified performance, testing, quality or dimensional requirements; and, 1832 1833 b. Suitability of the material or assembly for the use intended in the contract work. 1834 1835 Should the Contractor propose to furnish an "or equal" material or assembly, the Contractor shall 1836 furnish the manufacturer's certificates of compliance as hereinbefore described for the specified brand 1837 name material or assembly. However, the Engineer shall be the sole judge as to whether the proposed 1838 "or equal" is suitable for use in the work. 1839 1840 The Engineer reserves the right to refuse permission for use of materials or assemblies on the basis of 1841 certificates of compliance. 1842 1843 60 -04 PLANT INSPECTION. The Engineer or his or her authorized representative may inspect, at 1844 its source, any specified material or assembly to be used in the work. Manufacturing plants may be 1845 inspected from time to time for the purpose of determining compliance with specified manufacturing 1846 methods or materials to be used in the work and to obtain samples required for acceptance of the 1847 material or assembly. 1848 1849 Should the Engineer conduct plant inspections, the following conditions shall exist: 1850 1851 a. The Engineer shall have the cooperation and assistance of the Contractor and the producer 1852 with whom the Engineer has contracted for materials. 1853 1854 b. The Engineer shall have full entry at all reasonable times to such parts of the plant that concern 1855 the manufacture or production of the materials being furnished. 1856 1857 c. If required by the Engineer, the Contractor shall arrange for adequate office or working space 1858 that may be reasonably needed for conducting plant inspections. Office or working space 1859 should be conveniently located with respect to the plant. 1860 1861 It is understood and agreed that the Owner shall have the right to retest any material that has been 1862 tested and approved at the source of supply after it has been delivered to the site. The Engineer shall 1863 have the right to reject only material which, when retested, does not meet the requirements of the 1864 contract, plans, or specifications. 1865 Issued for Bid Division 4-26 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1866 60 -05 STORAGE OF MATERIALS. Materials shall be so stored as to assure the preservation of 1867 their quality and fitness for the work. Stored materials, even though approved before storage, may again 1868 be inspected prior to their use in the work. Stored materials shall be located to facilitate their prompt 1869 inspection. The Contractor shall coordinate the storage of all materials with the Engineer. Materials to 1870 be stored on airport property shall not create an obstruction to air navigation nor shall they interfere 1871 with the free and unobstructed movement of aircraft. Unless otherwise shown on the plans, the storage 1872 of materials and the location of the Contractor's plant and parked equipment or vehicles shall be as 1873 directed by the Engineer. Private property shall not be used for storage purposes without written 1874 permission of the Owner or lessee of such property. The Contractor shall make all arrangements and 1875 bear all expenses for the storage of materials on private property. Upon request, the Contractor shall 1876 furnish the Engineer a copy of the property Owner's permission. 1877 1878 All storage sites on private or airport property shall be restored to their original condition by the 1879 Contractor at his or her entire expense, except as otherwise agreed to (in writing) by the Owner or 1880 lessee of the property. 1881 1882 60 -06 UNACCEPTABLE MATERIALS. Any material or assembly that does not conform to the 1883 requirements of the contract, plans, or specifications shall be considered unacceptable and shall be 1884 rejected. The Contractor shall remove any rejected material or assembly from the site of the work, 1885 unless otherwise instructed by the Engineer. 1886 1887 Rejected material or assembly, the defects of which have been corrected by the Contractor, shall not be 1888 returned to the site of the work until such time as the Engineer has approved its use in the work. 1889 1890 60 -07 OWNER FURNISHED MATERIALS. The Contractor shall furnish all materials required 1891 to complete the work, except those specified, if any, to be furnished by the Owner. Owner - furnished 1892 materials shall be made available to the Contractor at the location specified. 1893 1894 All costs of handling, transportation from the specified location to the site of work, storage, and 1895 installing Owner - furnished materials shall be included in the unit price bid for the contract item in 1896 which such Owner - furnished material is used. 1897 1898 After any Owner - furnished material has been delivered to the location specified, the Contractor shall be 1899 responsible for any demurrage, damage, loss, or other deficiencies that may occur during the 1900 Contractor's handling, storage, or use of such Owner - furnished material. The Owner will deduct from 1901 any monies due or to become due the Contractor any cost incurred by the Owner in making good such 1902 loss due to the Contractor's handling, storage, or use of Owner - furnished materials. 1903 1904 1905 END OF SECTION 60 1906 Issued for Bid Division 4-27 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1907 1908 Issued for Bid Division 4-28 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1909 SECTION 70 1910 LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 1911 1912 70 -01 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of all Federal and state 1913 laws, all local laws, ordinances, and regulations and all orders and decrees of bodies or tribunals having 1914 any jurisdiction or authority, which in any manner affect those engaged or employed on the work, or 1915 which in any way affect the conduct of the work. The Contractor shall at all times observe and comply 1916 with all such laws, ordinances, regulations, orders, and decrees; and shall protect and indemnify the 1917 Owner and all his or her officers, agents, or servants against any claim or liability arising from or based 1918 on the violation of any such law, ordinance, regulation, order, or decree, whether by the Contractor or 1919 the Contractor's employees. 1920 1921 70 -02 PERMITS, LICENSES, AND TAXES. The Contractor shall procure all permits and 1922 licenses, pay all charges, fees, and taxes, and give all notices necessary and incidental to the due and 1923 lawful execution of the work. 1924 1925 70 -03 PATENTED DEVICES, MATERIALS, AND PROCESSES. If the Contractor is required 1926 or desires to use any design, device, material,, or process covered by letters of patent or copyright, the 1927 Contractor shall provide for such use by suitable legal agreement with the Patentee or Owner. The 1928 Contractor and the surety shall indemnify and hold harmless the Owner, any third party, or political 1929 subdivision from any and all claims for infringement by reason of the use of any such patented design, 1930 device, material or process, or any trademark or copyright, and shall indemnify the Owner, for any 1931 costs, expenses, and damages which it may be obliged to pay by reason of an infringement, at any time 1932 during the execution or after the completion of the work. 1933 1934 70 -04 RESTORATION OF SURFACES DISTURBED BY OTHERS. The Owner reserves the 1935 right to authorize the construction, reconstruction, or maintenance of any public or private utility 1936 service, FAA or National Oceanic and Atmospheric Administration (NOAA) facility, or a utility service 1937 of another government agency at any time during the progress of the work. To the extent that such 1938 construction, reconstruction, or maintenance has been coordinated with the Owner, such authorized 1939 work (by others) is indicated as follows: 1940 1941 1942 Except as listed above, the Contractor shall not permit any individual, firm, or corporation to excavate 1943 or otherwise disturb such utility services or facilities located within the limits of the work without the 1944 written permission of the Engineer. 1945 1946 Should the Owner of public or private utility service, FAA, or NOAA facility, or a utility service of 1947 another government agency be authorized to construct, reconstruct, or maintain such utility service or 1948 facility during the progress of the work, the Contractor shall cooperate with such Owners by arranging 1949 and performing the work in this contract to facilitate such construction, reconstruction or maintenance 1950 by others whether or not such work by others is listed above. When ordered as extra work by the 1951 Engineer, the Contractor shall make all necessary repairs to the work which are due to such authorized 1952 work by others, unless otherwise provided for in the contract, plans, or specifications. It is understood 1953 and agreed that the Contractor shall not be entitled to make any claim for damages due to such 1954 authorized work by others or for any delay to the work resulting from such authorized work. 1955 Issued for Bid Division 4 -29 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 Owner (Utility or Other Facility) Location See Plan Sheet No. Person to Contact (Name, Title, Address and Phone N/A N/A N/A 1941 1942 Except as listed above, the Contractor shall not permit any individual, firm, or corporation to excavate 1943 or otherwise disturb such utility services or facilities located within the limits of the work without the 1944 written permission of the Engineer. 1945 1946 Should the Owner of public or private utility service, FAA, or NOAA facility, or a utility service of 1947 another government agency be authorized to construct, reconstruct, or maintain such utility service or 1948 facility during the progress of the work, the Contractor shall cooperate with such Owners by arranging 1949 and performing the work in this contract to facilitate such construction, reconstruction or maintenance 1950 by others whether or not such work by others is listed above. When ordered as extra work by the 1951 Engineer, the Contractor shall make all necessary repairs to the work which are due to such authorized 1952 work by others, unless otherwise provided for in the contract, plans, or specifications. It is understood 1953 and agreed that the Contractor shall not be entitled to make any claim for damages due to such 1954 authorized work by others or for any delay to the work resulting from such authorized work. 1955 Issued for Bid Division 4 -29 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 1956 70 -05 FEDERAL AID PARTICIPATION. N /A. 1957 1958 70 -06 SANITARY, HEALTH, AND SAFETY PROVISIONS. The Contractor shall provide and 1959 maintain in a neat, sanitary condition such accommodations for the use of his or her employees as may 1960 be necessary to comply with the requirements of the state and local Board of Health, or of other bodies 1961 or tribunals having jurisdiction. 1962 1963 Attention is directed to Federal, state, and local laws, rules and regulations concerning construction 1964 safety and health standards. The Contractor shall not require any worker to work in surroundings or 1965 under conditions that are unsanitary, hazardous, or dangerous to his or her health or safety. 1966 1967 70 -07 PUBLIC CONVENIENCE AND SAFETY. The Contractor shall control his or her 1968 operations and those of his or her subcontractors and all suppliers, to assure the least inconvenience to 1969 the traveling public. Under all circumstances, safety shall be the most important consideration. 1970 ' 1971 The Contractor shall maintain the free and unobstructed movement of aircraft and vehicular traffic 1972 with respect to his or her own operations and those of his or her subcontractors and all suppliers in 1973 accordance with the subsection 40 -05 titled MAINTENANCE OF TRAFFIC of Section 40 1974 hereinbefore specified and shall limit such operations for the convenience and safety of the traveling 1975 public as specified in the subsection 80 -04 titled LIMITATION OF OPERATIONS of Section 80 1976 hereinafter. 1977 1978 70 -08 BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS. The Contractor shall 1979 furnish, erect, and maintain all barricades, warning signs, and markings for hazards necessary to protect 1980 the public and the work. When used during periods of darkness, such barricades, warning signs, and 1981 hazard markings shall be suitably illuminated. Unless otherwise specified, barricades, warning signs, and 1982 markings for hazards that are in the air operations area (AOA) shall be a maximum of 18- inches (0.5 -m) 1983 high. Unless otherwise specified, barricades shall be spaced not more than 4 -feet (1.2 -m) apart. 1984 Barricades, warning signs, and markings shall be paid for under subsection 40 -05. 1985 1986 For vehicular and pedestrian traffic, the Contractor shall furnish, erect, and maintain barricades, 1987 warning signs, lights and other traffic control devices in reasonable conformity with the Manual on 1988 Uniform Traffic Control Devices. 1989 1990 When the work requires closing an air operations area of the airport or portion of such area, the 1991 Contractor shall furnish, erect, and maintain temporary markings and associated lighting conforming to 1992 the requirements of advisory circular (AC) 150/5340 -1L, Standards for Airport Markings. 1993 1994 The Contractor shall furnish, erect, and maintain markings and associated lighting of open trenches, 1995 excavations, temporary stock piles, and the Contractor's parked construction equipment that may be 1996 hazardous to the operation of emergency fire- rescue or maintenance vehicles on the airport in 1997 reasonable conformance to AC 150/5370 -2F, Operational Safety on Airports During Construction. 1998 1999 The Contractor shall identify each motorized vehicle or piece of construction equipment in reasonable 2000 conformance to AC 150/5370 -2F. 2001 2002 The Contractor shall furnish and erect all barricades, warning signs, and markings for hazards prior to 2003 commencing work that requires such erection and shall maintain the barricades, warning signs, and 2004 markings for hazards until their removal is directed by the Engineer. 2005 Issued for Bid Division 4-30 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2006 Open -flame type lights shall not be permitted. 2007 2008 70 -09 USE OF EXPLOSIVES. N /A. 2009 2010 70 -10 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE. The 2011 Contractor shall be responsible for the preservation of all public and private property, and shall protect 2012 carefully from disturbance or damage all land monuments and property markers until the Engineer has 2013 witnessed or otherwise referenced their location and shall not move them until directed. 2014 2015 The Contractor shall be responsible for all damage or injury to property of any character, during the 2016 execution of the work, resulting from any act, omission, neglect, or misconduct in manner or method 2017 of executing the work, or at any time due to defective work or materials, and said responsibility shall 2018 not be released until the project has been completed and accepted. 2019 2020 When or where any direct or indirect damage or injury is done to public or private property by or on 2021 account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of 2022 the non - execution thereof by the Contractor, the Contractor shall restore, at his or her own expense, 2023 such property to a condition similar or equal to that existing before such damage or injury was done, by 2024 repairing, or otherwise restoring as may be directed, or the Contractor shall make good such damage or 2025 injury in an acceptable manner. 2026 2027 70 -11 RESPONSIBILITY FOR DAMAGE CLAIMS. The Contractor shall indemnify and save 2028 harmless the Engineer and the Owner and their officers, and employees from all suits actions, or claims 2029 of any character brought because of any injuries or damage received or sustained by any person, 2030 persons, or property on account of the operations of the Contractor; or on account of or in 2031 consequence of any neglect in safeguarding the work; or through use of unacceptable materials in 2032 constructing the work; or because of any act or omission, neglect, or misconduct of said Contractor; or 2033 because of any claims or amounts recovered from any infringements of patent, trademark, or copyright; 2034 or from any claims or amounts arising or recovered under the "Workmen's Compensation Act," or any 2035 other law, ordinance, order, or decree. Money due the Contractor under and by virtue of his or her 2036 contract considered necessary by the Owner for such purpose may be retained for the use of the 2037 Owner or, in case no money is due, his or her surety may be held until such suits, actions, or claims for 2038 injuries or damages shall have been settled and suitable evidence to that effect furnished to the Owner, 2039 except that money due the Contractor will not be withheld when the Contractor produces satisfactory 2040 evidence that he or she is adequately protected by public liability and property damage insurance. 2041 2042 70 -12 THIRD PARTY BENEFICIARY CLAUSE. It is specifically agreed between the parties 2043 executing the contract that it is not intended by any of the provisions of any part of the contract to 2044 create for the public or any member thereof, a third party beneficiary or to authorize anyone not a party 2045 to the contract to maintain a suit for personal injuries or property damage pursuant to the terms or 2046 provisions of the contract. 2047 2048 70 -13 OPENING SECTIONS OF THE WORK TO TRAFFIC. Should it be necessary for the 2049 Contractor to complete portions of the contract work for the beneficial occupancy of the Owner prior 2050 to completion of the entire contract, such "phasing" of the work shall be specified herein and indicated 2051 on the plans. When so specified, the Contractor shall complete such portions of the work on or before 2052 the date specified or as otherwise specified. The Contractor shall make his or her own estimate of the 2053 difficulties involved in arranging the work to permit such beneficial occupancy by the Owner as 2054 described below: 2055 Issued for Bid Division 4-31 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2056 2057 Upon completion of any portion of the work listed above, such portion shall be accepted by the Owner 2058 in accordance with the subsection 50 -14 titled PARTIAL ACCEPTANCE of Section 50. 2059 2060 No portion of the work may be opened by the Contractor for public use until ordered by the Engineer 2061 in writing. Should it become necessary to open a portion of the work to public traffic on a temporary or 2062 intermittent basis, such openings shall be made when, in the opinion of the Engineer, such portion of 2063 the work is in an acceptable condition to support the intended traffic. Temporary or intermittent 2064 openings are considered to be inherent in the work and shall not constitute either acceptance of the 2065 portion of the work so opened or a waiver of any provision of the contract. Any damage to the portion 2066 of the work so opened that is not attributable to traffic which is permitted by the Owner shall be 2067 repaired by the Contractor at his or her expense. 2068 2069 The Contractor shall make his or her own estimate of the inherent difficulties involved in completing 2070 the work under the conditions herein described and shall not claim any added compensation by reason 2071 of delay or increased cost due to opening a portion of the contract work. 2072 2073 Contractor shall be required to conform to safety standards contained in AC 150/5370 -2F, (see Special 2074 Provisions.) 2075 2076 70 -14 CONTRACTOR'S RESPONSIBILITY FOR WORK Until the Engineer's final written 2077 acceptance of the entire completed work, excepting only those portions of the work accepted in 2078 accordance with the subsection 50 -14 titled PARTIAL ACCEPTANCE of Section 50, the Contractor 2079 shall have the charge and care thereof and shall take every precaution against injury or damage to any 2080 part due to the action of the elements or from any other cause, whether arising from the execution or 2081 from the non - execution of the work. The Contractor shall rebuild, repair, restore, and make good all 2082 injuries or damages to any portion of the work occasioned by any of the above causes before final 2083 acceptance and shall bear the expense thereof except damage to the work due to unforeseeable causes 2084 beyond the control of and without the fault or negligence of the Contractor, including but not 2085 restricted to acts of God such as earthquake, tidal wave, tornado, hurricane or other cataclysmic 2086 phenomenon of nature, or acts of the public enemy or of government authorities. 2087 2088 If the work is suspended for any cause whatever, the Contractor shall be responsible for the work and 2089 shall take such precautions necessary to prevent damage to the work. The Contractor shall provide for 2090 normal drainage and shall erect necessary temporary structures, signs, or other facilities at his or her 2091 expense. During such period of suspension of work, the Contractor shall properly and continuously 2092 maintain in an acceptable growing condition all living material in newly established planting, seeding, 2093 and sodding furnished under the contract, and shall take adequate precautions to protect new tree 2094 growth and other important vegetative growth against injury. 2095 2096 70 -15 CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES 2097 OF OTHERS. As provided in the subsection 70 -04 titled RESTORATION OF SURFACES 2098 DISTURBED BY OTHERS of this section, the Contractor shall cooperate with the Owner of any 2099 public or private utility service, FAA or NOAA, or a utility service of another government agency that 2100 may be authorized by the Owner to construct, reconstruct or maintain such utility services or facilities 2101 during the progress of the work. In addition, the Contractor shall control their operations to prevent 2102 the unscheduled interruption of such utility services and facilities. Issued for Bid Division 4-32 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 Phase or Description Required Date or Sequence of Owner's Beneficial Occupancy Work Shown on Plan Sheet Refer to the Phasing Plans of the Construction Drawings. 2056 2057 Upon completion of any portion of the work listed above, such portion shall be accepted by the Owner 2058 in accordance with the subsection 50 -14 titled PARTIAL ACCEPTANCE of Section 50. 2059 2060 No portion of the work may be opened by the Contractor for public use until ordered by the Engineer 2061 in writing. Should it become necessary to open a portion of the work to public traffic on a temporary or 2062 intermittent basis, such openings shall be made when, in the opinion of the Engineer, such portion of 2063 the work is in an acceptable condition to support the intended traffic. Temporary or intermittent 2064 openings are considered to be inherent in the work and shall not constitute either acceptance of the 2065 portion of the work so opened or a waiver of any provision of the contract. Any damage to the portion 2066 of the work so opened that is not attributable to traffic which is permitted by the Owner shall be 2067 repaired by the Contractor at his or her expense. 2068 2069 The Contractor shall make his or her own estimate of the inherent difficulties involved in completing 2070 the work under the conditions herein described and shall not claim any added compensation by reason 2071 of delay or increased cost due to opening a portion of the contract work. 2072 2073 Contractor shall be required to conform to safety standards contained in AC 150/5370 -2F, (see Special 2074 Provisions.) 2075 2076 70 -14 CONTRACTOR'S RESPONSIBILITY FOR WORK Until the Engineer's final written 2077 acceptance of the entire completed work, excepting only those portions of the work accepted in 2078 accordance with the subsection 50 -14 titled PARTIAL ACCEPTANCE of Section 50, the Contractor 2079 shall have the charge and care thereof and shall take every precaution against injury or damage to any 2080 part due to the action of the elements or from any other cause, whether arising from the execution or 2081 from the non - execution of the work. The Contractor shall rebuild, repair, restore, and make good all 2082 injuries or damages to any portion of the work occasioned by any of the above causes before final 2083 acceptance and shall bear the expense thereof except damage to the work due to unforeseeable causes 2084 beyond the control of and without the fault or negligence of the Contractor, including but not 2085 restricted to acts of God such as earthquake, tidal wave, tornado, hurricane or other cataclysmic 2086 phenomenon of nature, or acts of the public enemy or of government authorities. 2087 2088 If the work is suspended for any cause whatever, the Contractor shall be responsible for the work and 2089 shall take such precautions necessary to prevent damage to the work. The Contractor shall provide for 2090 normal drainage and shall erect necessary temporary structures, signs, or other facilities at his or her 2091 expense. During such period of suspension of work, the Contractor shall properly and continuously 2092 maintain in an acceptable growing condition all living material in newly established planting, seeding, 2093 and sodding furnished under the contract, and shall take adequate precautions to protect new tree 2094 growth and other important vegetative growth against injury. 2095 2096 70 -15 CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES 2097 OF OTHERS. As provided in the subsection 70 -04 titled RESTORATION OF SURFACES 2098 DISTURBED BY OTHERS of this section, the Contractor shall cooperate with the Owner of any 2099 public or private utility service, FAA or NOAA, or a utility service of another government agency that 2100 may be authorized by the Owner to construct, reconstruct or maintain such utility services or facilities 2101 during the progress of the work. In addition, the Contractor shall control their operations to prevent 2102 the unscheduled interruption of such utility services and facilities. Issued for Bid Division 4-32 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2103 2104 2105 2106 2107 2108 2109 2110 2111 2112 2113 2114 2115 2116 2117 2118 2119 2120 2121 2122 2123 2124 2125 2126 2127 2128 2129 2130 2131 2132 2133 2134 2135 2136 2137 2138 2139 2140 2141 To the extent that such public or private utility services, FAA, or NOAA facilities, or utility services of another governmental agency are known to exist within the limits of the contract work, the approximate locations have been indicated on the plans and the Owners are indicated as follows: It is understood and agreed that the Owner does not guarantee the accuracy or the completeness of the location information relating to existing utility services, facilities, or structures that may be shown on the plans or encountered in the work. Any inaccuracy or omission in such information shall not relieve the Contractor of the responsibility to protect such existing features from damage or unscheduled interruption of service. It is further understood and agreed that the Contractor shall, upon execution of the contract, notify the Owners of all utility services or other facilities of his or her plan of operations. Such notification shall be in writing addressed to THE PERSON TO CONTACT as provided in this subsection and subsection 70 -04 titled RESTORATION OF SURFACES DISTURBED BY OTHERS of this section. A copy of each notification shall be given to the Engineer. In addition to the general written notification provided, it shall be the responsibility of the Contractor to keep such individual Owners advised of changes in their plan of operations that would affect such Owners. Prior to beginning the work in the general vicinity of an existing utility service or facility, the Contractor shall again notify each such Owner of their plan of operation. If, in the Contractor's opinion, the Owner's assistance is needed to locate the utility service or facility or the presence of a representative of the Owner is desirable to observe the work, such advice should be included in the notification. Such notification shall be given by the most expeditious means to reach the utility owner's PERSON TO CONTACT no later than two normal business days prior to the Contractor's commencement of operations in such general vicinity. The Contractor shall furnish a written summary of the notification to the Engineer. The Contractor's failure to give the two days' notice shall be cause for the Owner to suspend the Contractor's operations in the general vicinity of a utility service or facility. Where the outside limits of an underground utility service have been located and staked on the ground, the Contractor shall be required to use hand excavation methods within 3 feet (1 -m) of such outside limits at such points as may be required to ensure protection from damage due to the Contractor's operations. Issued for Bid Division 4-33 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 =01 Person to Contact (Name, Owner's Emergency Contact Utility Service or Facility Title, Address, & Phone ) (Phone Town of Gypsum (Water) Jeff Shreeve, Public Works Director Phone: (970) 524 -5024 Town of Gypsum (Sanitary Sewer Town of Gypsum, PO Box 130 Fax: (970) 524 -5022 Gypsum, CO 81637 Jeff Vroom, Senior Engineering Holy Cross Energy (Electric) Technician Holy Cross Energy, P.O. Phone: (970) 947 -5425 Box 2150 Glenwood Springs, CO Phone: (970) 947 -4081 81602 Source Gas Gas No local contact Phone: 1- 800 - 563 -0012 Century Link hone /Fiber Diane Agro Phone: 970 328 -8202 Century Link CA Diane Agro Phone: 970 328 -8202 It is understood and agreed that the Owner does not guarantee the accuracy or the completeness of the location information relating to existing utility services, facilities, or structures that may be shown on the plans or encountered in the work. Any inaccuracy or omission in such information shall not relieve the Contractor of the responsibility to protect such existing features from damage or unscheduled interruption of service. It is further understood and agreed that the Contractor shall, upon execution of the contract, notify the Owners of all utility services or other facilities of his or her plan of operations. Such notification shall be in writing addressed to THE PERSON TO CONTACT as provided in this subsection and subsection 70 -04 titled RESTORATION OF SURFACES DISTURBED BY OTHERS of this section. A copy of each notification shall be given to the Engineer. In addition to the general written notification provided, it shall be the responsibility of the Contractor to keep such individual Owners advised of changes in their plan of operations that would affect such Owners. Prior to beginning the work in the general vicinity of an existing utility service or facility, the Contractor shall again notify each such Owner of their plan of operation. If, in the Contractor's opinion, the Owner's assistance is needed to locate the utility service or facility or the presence of a representative of the Owner is desirable to observe the work, such advice should be included in the notification. Such notification shall be given by the most expeditious means to reach the utility owner's PERSON TO CONTACT no later than two normal business days prior to the Contractor's commencement of operations in such general vicinity. The Contractor shall furnish a written summary of the notification to the Engineer. The Contractor's failure to give the two days' notice shall be cause for the Owner to suspend the Contractor's operations in the general vicinity of a utility service or facility. Where the outside limits of an underground utility service have been located and staked on the ground, the Contractor shall be required to use hand excavation methods within 3 feet (1 -m) of such outside limits at such points as may be required to ensure protection from damage due to the Contractor's operations. Issued for Bid Division 4-33 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 =01 2142 Should the Contractor damage or interrupt the operation of a utility service or facility by accident or 2143 otherwise, the Contractor shall immediately notify the proper authority and the Engineer and shall take 2144 all reasonable measures to prevent further damage or interruption of service. The Contractor, in such 2145 events, shall cooperate with the utility service or facility owner and the Engineer continuously until such 2146 damage has been repaired and service restored to the satisfaction of the utility or facility owner. 2147 2148 The Contractor shall bear all costs of damage and restoration of service to any utility service or facility 2149 due to their operations whether due to negligence or accident. The Owner reserves the right to deduct 2150 such costs from any monies due or which may become due the Contractor, or his or her surety. 2151 2152 70 -15.1 FAA FACILITIES AND CABLE RUNS. The Contractor is hereby advised that the 2153 construction limits of the project include existing facilities and buried cable runs that are owned, 2154 operated and maintained by the FAA. The Contractor, during the execution of the project work, shall 2155 comply with the following 2156 2157 a. The Contractor shall permit FAA maintenance personnel the right of access to the project work 2158 site for purposes of inspecting and maintaining all existing FAA owned facilities. 2159 2160 b. The Contractor shall provide notice to the FAA Air Traffic Organization (ATO) /Technical 2161 Operations/ System Support Center (SSC) Point -of- Contact through the airport manager a 2162 minimum of seven (7) calendar days prior to commencement of construction activities in order 2163 to permit sufficient time to locate and mark existing buried cables and to schedule any required 2164 facility outages. 2165 2166 c. If execution of the project work requires a facility outage, the Contractor shall contact the FAA 2167 Point -of- Contact a minimum of 72 hours prior to the time of the required outage. 2168 2169 d. Any damage to FAA cables, access roads, or FAA facilities during construction caused by the 2170 Contractor's equipment or personnel whether by negligence or accident will require the 2171 Contractor to repair or replace the damaged cables, access road, or FAA facilities to FAA 2172 requirements. The Contractor shall not bear the cost to repair damage to underground 2173 facilities or utilities improperly located by the FAA. 2174 2175 2176 e. If the project work requires the cutting or splicing of FAA owned cables, the FAA Point -of- 2177 Contact shall be contacted a minimum of 72 hours prior to the time the cable work 2178 commences. The FAA reserves the right to have a FAA representative on site to observe the 2179 splicing of the cables as a condition of acceptance. All cable splices are to be accomplished in 2180 accordance with FAA specifications and require approval by the FAA Point -of- Contact as a 2181 condition of acceptance by the Owner. The Contractor is hereby advised that the FAA restricts 2182 the location of where splices may be installed. If a cable splice is required in a location that is 2183 not permitted by the FAA, the Contractor shall furnish and install a sufficient length of new 2184 cable that eliminates the need for any splice. 2185 2186 70 -16 FURNISHING RIGHTS -OF -WAY. The Owner will be responsible for furnishing all rights - 2187 of -way upon which the work is to be constructed in advance of the Contractor's operations. 2188 2189 70 -17 PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the contract 2190 provisions or in exercising any power or authority granted by this contract, there shall be no liability 2191 upon the Engineer, his or her authorized representatives, or any officials of the Owner either personally Issued for Bid Division 4 -34 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2192 or as an official of the Owner. It is understood that in such matters they act solely as agents and 2193 representatives of the Owner. 2194 2195 70 -18 NO WAIVER OF LEGAL RIGHTS. Upon completion of the work, the Owner will 2196 expeditiously make final inspection and notify the Contractor of final acceptance. Such final acceptance, 2197 however, shall not preclude or stop the Owner from correcting any measurement, estimate, or 2198 certificate made before or after completion of the work, nor shall the Owner be precluded or stopped 2199 from recovering from the Contractor or his or her surety, or both, such overpayment as may be 2200 sustained, or by failure on the part of the Contractor to fulfill his or her obligations under the contract. 2201 A waiver on the part of the Owner of any breach of any part of the contract shall not be held to be a 2202 waiver of any other or subsequent breach. 2203 2204 The Contractor, without prejudice to the terms of the contract, shall be liable to the Owner for latent 2205 defects, fraud, or such gross mistakes as may amount to fraud, or as regards the Owner's rights under 2206 any warranty or guaranty. 2207 2208 70 -19 ENVIRONMENTAL PROTECTION. The Contractor shall comply with all Federal, state, 2209 and local laws and regulations controlling pollution of the environment. The Contractor shall take 2210 necessary precautions to prevent pollution of streams, lakes, ponds, and reservoirs with fuels, oils, 2211 bitumens, chemicals, or other harmful materials and to prevent pollution of the atmosphere from 2212 particulate and gaseous matter. 2213 2214 70 -20 ARCHAEOLOGICAL AND HISTORICAL FINDINGS. Unless otherwise specified in 2215 this subsection, the Contractor is advised that the site of the work is not within any property, district, or 2216 site, and does not contain any building, structure, or object listed in the current National Register of 2217 Historic Places published by the United States Department of Interior. 2218 2219 Should the Contractor encounter, during his or her operations, any building, part of a building, 2220 structure, or object that is incongruous with its surroundings, the Contractor shall immediately cease 2221 operations in that location and notify the Engineer. The Engineer will immediately investigate the 2222 Contractor's finding and the Owner will direct the Contractor to either resume operations or to 2223 suspend operations as directed. 2224 2225 Should the Owner order suspension of the Contractor's operations in order to protect an 2226 archaeological or historical finding, or order the Contractor to perform extra work, such shall be 2227 covered by an appropriate contract change order or supplemental agreement as provided in the 2228 subsection 40 -04 titled EXTRA WORK of Section 40 and the subsection 90 -05 titled PAYMENT 2229 FOR EXTRA WORK of Section 90. If appropriate, the contract change order or supplemental 2230 agreement shall include an extension of contract time in accordance with the subsection 80 -07 titled 2231 DETERMINATION AND EXTENSION OF CONTRACT TIME of Section 80. 2232 2233 2234 END OF SECTION 70 2235 Issued for Bid Division 4-35 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2236 2237 Issued for Bid Division 4-36 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2238 SECTION 80 2239 EXECUTION AND PROGRESS 2240 ' 2241 80 -01 SUBLETTING OF CONTRACT. The Owner will not recognize any subcontractor on the 2242 work. The Contractor shall at all times when work is in progress be represented either in person, by a 2243 qualified superintendent, or by other designated, qualified representative who is duly authorized to 2244 receive and execute orders of the Engineer. 2245 2246 The Contractor shall provide copies of all subcontracts to the Engineer. The Contractor shall perform, 2247 with his organization, an amount of work equal to at least 50 percent of the total contract cost. 2248 2249 Should the Contractor elect to assign his or her contract, said assignment shall be concurred in by the 2250 surety, shall be presented for the consideration and approval of the Owner, and shall be consummated 2251 only on the written approval of the Owner. 2252 2253 80 -02 NOTICE TO PROCEED. The notice to proceed shall state the date on which it is expected 2254 the Contractor will begin the construction and from which date contract time will be charged. The 2255 Contractor shall begin the work to be performed under the contract within 10 days of the date set by 2256 the Engineer in the written notice to proceed, but in any event, the Contractor shall notify the Engineer 2257 at least 24 hours in advance of the time actual construction operations will begin. The Contractor shall 2258 not commence any actual construction prior to the date on which the notice to proceed is issued by the 2259 Owner. 2260 2261 80 -03 EXECUTION AND PROGRESS. Unless otherwise specified, the Contractor shall submit 2262 their progress schedule for the Engineer's approval within 10 days after the effective date of the notice 2263 to proceed. The Contractor's progress schedule, when approved by the Engineer, may be used to 2264 establish major construction operations and to check on the progress of the work. The Contractor shall 2265 provide sufficient materials, equipment, and labor to guarantee the completion of the project in 2266 accordance with the plans and specifications within the time set forth in the proposal 2267 2268 If the Contractor falls significantly behind the submitted schedule, the Contractor shall , upon the 2269 Engineer's request, submit a revised schedule for completion of the work within the contract time and 2270 modify their operations to provide such additional materials, equipment, and labor necessary to meet 2271 the revised schedule. Should the execution of the work be discontinued for any reason, the Contractor 2272 shall notify the Engineer at least 24 hours in advance of resuming operations. 2273 2274 The Contractor shall not commence any actual construction prior to the date on which the notice to 2275 proceed is issued by the Owner. 2276 2277 80 -04 LIMITATION OF OPERATIONS. The Contractor shall control his or her operations and 2278 the operations of his or her subcontractors and all suppliers to provide for the free and unobstructed 2279 movement of aircraft in the air operations areas (AOA) of the airport. 2280 2281 When the work requires the Contractor to conduct his or her operations within an AOA of the airport, 2282 the work shall be coordinated with airport operations (through the Engineer) at least 48 hours prior to 2283 commencement of such work. The Contractor shall not close an AOA until so authorized by the 2284 Engineer and until the necessary temporary marking and associated lighting is in place as provided in 2285 the subsection 70 -08 titled BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS of 2286 Section 70. 2287 Issued for Bid Division 4 -37 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2288 2289 2290 2291 2292 2293 2294 2295 2296 2297 2298 2299 2300 2301 2302 2303 2304 2305 2306 2307 2308 2309 2310 2311 2312 2313 2314 2315 2316 2317 2318 2319 2320 2321 2322 2323 2324 2325 2326 2327 2328 2329 2330 2331 2332 2333 When the contract work requires the Contractor to work within an AOA of the airport on an intermittent basis (intermittent opening and closing of the AOA), the Contractor shall maintain constant communications as specified; immediately obey all instructions to vacate the AOA; immediately obey all instructions to resume work in such AOA. Failure to maintain the specified communications or to obey instructions shall be cause for suspension of the Contractor's operations in the AOA until the satisfactory conditions are provided. The following AOA cannot be closed to operating aircraft to permit the Contractor's operations on a continuous basis and will therefore be closed to aircraft operations intermittently as follows: AOA Time Periods for Closure Type of Communications Required Control Authority Refer to AC 150/5370 -2F, Operational Safety on Airports During Construction Airport Supervisor Contractor shall be required to conform to safety standards contained in AC 150/5370 -2F, Operational Safety on Airports During Construction (see Special Provisions). 80 -04.1 OPERATIONAL SAFETY ON AIRPORT DURING CONSTRUCTION. All Contractors' operations shall be conducted in accordance with the current version of AC 150/5370 -2. The Contractor shall implement all necessary safety measures prior to commencement of any work activity. The Contractor shall conduct routine checks to assure compliance with safety standards contained in AC 150/5370 -2F, Operational Safety on Airports During Construction . The Contractor is responsible to the Owner for the conduct of all subcontractors it employs on the project. The Contractor shall assure that all subcontractors are made aware of the requirements of AC 150/5370 -2 and that they implement and maintain all necessary measures. 80 -05 CHARACTER OF WORKERS, METHODS, AND EQUIPMENT. The Contractor shall, at all times, employ sufficient labor and equipment for prosecuting the work to full completion in the manner and time required by the contract, plans, and specifications. All workers shall have sufficient skill and experience to perform properly the work assigned to them. Workers engaged in special work or skilled work shall have sufficient experience in such work and in the operation of the equipment required to perform the work satisfactorily. Any person employed by the Contractor or by any subcontractor who violates any operational regulations or operational safety requirements and, in the opinion of the Engineer, does not perform his work in a proper and skillful manner or is intemperate or disorderly shall, at the written request of the Engineer, be removed forthwith by the Contractor or subcontractor employing such person, and shall not be employed again in any portion of the work without approval of the Engineer. Should the Contractor fail to remove such persons or person, or fail to furnish suitable and sufficient personnel for the proper execution of the work, the Engineer may suspend the work by written notice until compliance with such orders. All equipment that is proposed to be used on the work shall be of sufficient size and in such mechanical condition as to meet requirements of the work and to produce a satisfactory quality of work. Equipment used on any portion of the work shall be such that no injury to previously completed work, adjacent property, or existing airport facilities will result from its use. Issued for Bid Division 4 -38 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2334 When the methods and equipment to be used by the Contractor in accomplishing the work are not 2335 prescribed in the contract, the Contractor is free to use any methods or equipment that will accomplish 2336 the work in conformity with the requirements of the contract, plans, and specifications. 2337 2338 When the contract specifies the use of certain methods and equipment, such methods and equipment 2339 shall be used unless others are authorized by the Engineer. If the Contractor desires to use a method or 2340 type of equipment other than specified in the contract, the Contractor may request authority from the 2341 Engineer to do so. The request shall be in writing and shall include a full description of the methods 2342 and equipment proposed and of the reasons for desiring to make the change. If approval is given, it will 2343 be on the condition that the Contractor will be fully responsible for producing work in conformity with 2344 contract requirements. If, after trial use of the substituted methods or equipment, the Engineer 2345 determines that the work produced does not meet contract requirements, the Contractor shall 2346 discontinue the use of the substitute method or equipment and shall complete the remaining work with 2347 the specified methods and equipment. The Contractor shall remove any deficient work and replace it 2348 with work of specified quality, or take such other corrective action as the Engineer may direct. No 2349 change will be made in basis of payment for the contract items involved nor in contract time as a result 2350 of authorizing a change in methods or equipment under this subsection. 2351 2352 80 -06 TEMPORARY SUSPENSION OF THE WORK The Owner shall have the authority to 2353 suspend the work wholly, or in part, for such period or periods as the Owner may deem necessary, due 2354 to unsuitable weather, or such other conditions as are considered unfavorable for the execution of the 2355 work, or for such time as is necessary due to the failure on the part of the Contractor to carry out 2356 orders given or perform any or all provisions of the contract. 2357 2358 In the event that 'the Contractor is ordered by the Owner, in writing, to suspend work for some 2359 unforeseen cause not otherwise provided for in the contract and over which the Contractor has no 2360 control, the Contractor may be reimbursed for actual money expended on the work during the period 2361 of shutdown. No allowance will be made for anticipated profits. The period of shutdown shall be 2362 computed from the effective date of the Engineer's order to suspend work to the effective date of the 2363 Engineer's order to resume the work. Claims for such compensation shall be filed with the Engineer 2364 within the time period stated in the Engineer's order to resume work. The Contractor shall submit with 2365 his or her claim information substantiating the amount shown on the claim. The Engineer will forward 2366 the Contractor's claim to the Owner for consideration in accordance with local laws or ordinances. No 2367 provision of this article shall be construed as entitling the Contractor to compensation for delays due to 2368 inclement weather, for suspensions made at the request of the Owner, or for any other delay provided 2369 for in the contract, plans, or specifications. 2370 2371 If it should become necessary to suspend work for an indefinite period, the Contractor shall store all 2372 materials in such manner that they will not become an obstruction nor become damaged in any way. 2373 The Contractor shall take every precaution to prevent damage or deterioration of the work performed 2374 and provide for normal drainage of the work. The Contractor shall erect temporary structures where 2375 necessary to provide for traffic on, to, or from the airport. 2376 2377 80 -07 DETERMINATION AND EXTENSION OF CONTRACT TIME. The number of 2378 calendar or working days allowed for completion of the work shall be stated in the proposal and 2379 contract and shall be known as the CONTRACT TIME. 2380 2381 Should the contract time require extension for reasons beyond the Contractor's control, it shall be 2382 adjusted as follows: 2383 Issued for Bid Division 4-39 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2384 a. CONTRACT TIME based on WORKING DAYS shall be calculated weekly by the Engineer. 2385 The Engineer will furnish the Contractor a copy of his or her weekly statement of the number 2386 of working days charged against the contract time during the week and the number of working 2387 days currently specified for completion of the contract (the original contract time plus the 2388 number of working days, if any, that have been included in approved CHANGE ORDERS or 2389 SUPPLEMENTAL AGREEMENTS covering EXTRA WORK). 2390 2391 The Engineer shall base his or her weekly statement of contract time charged on the following 2392 considerations: 2393 2394 (1) No time shall be charged for days on which the Contractor is unable to proceed with the 2395 principal item of work under construction at the time for at least six (6) hours with the 2396 normal work force employed on such principal item. Should the normal work force be on a 2397 double- shift, 12 hours shall be used. Should the normal work force be on a triple- shift, 18 2398 hours shall apply. Conditions beyond the Contractor's control such as strikes, lockouts, 2399 unusual delays in transportation, temporary suspension of the principal item of work under 2400 construction or temporary suspension of the entire work which have been ordered by the 2401 Owner for reasons not the fault of the Contractor, shall not be charged against the contract 2402 time. 2403 2404 (2) The Engineer will not make charges against the contract time prior to the effective date of 2405 the notice to proceed. 2406 2407 (3) The Engineer will begin charges against the contract time on the first working day after the 2408 effective date of the notice to proceed. 2409 2410 (4) The Engineer will not make charges against the contract time after the date of final 2411 acceptance as defined in the subsection 50 -15 titled FINAL ACCEPTANCE of Section 50. 2412 2413 (5) The Contractor will be allowed one (1) week in which to file a written protest setting forth 2414 his or her objections to the Engineer's weekly statement. If no objection is filed within such 2415 specified time, the weekly statement shall be considered as acceptable to the Contractor. 2416 2417 The contract time (stated in the proposal) is based on the originally estimated quantities as 2418 described in the subsection 20 -05 titled INTERPRETATION OF ESTIMATED PROPOSAL 2419 QUANTITIES of Section 20. Should the satisfactory completion of the contract require 2420 performance of work in greater quantities than those estimated in the proposal, the contract 2421 time shall be increased in the same proportion as the cost of the actually completed quantities 2422 bears to the cost of the originally estimated quantities in the proposal. Such increase in contract 2423 time shall not consider either the cost of work or the extension of contract time that has been 2424 covered by change order or supplemental agreement and shall be made at the time of final 2425 payment. 2426 2427 b. CONTRACT TIME based on CALENDAR DAYS shall consist of the number of calendar 2428 days stated in the contract counting from the effective date of the notice to proceed and 2429 including all Saturdays, Sundays, holidays, and non -work days. All calendar days elapsing 2430 between the effective dates of the Owner's orders to suspend and resume all work, due to 2431 causes not the fault of the Contractor, shall be excluded. 2432 Issued for Bid Division 4-40 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2433 At the time of final payment, the contract time shall be increased in the same proportion as the 2434 cost of the actually completed quantities bears to the cost of the originally estimated quantities 2435 in the proposal. Such increase in the contract time shall not consider either cost of work or the 2436 extension of contract time that has been covered by a change order or supplemental agreement. 2437 Charges against the contract time will cease as of the date of final acceptance. 2438 2439 c. When the contract time is a specified completion date, it shall be the date on which all contract 2440 work shall be substantially complete. 2441 2442 If the Contractor finds it impossible for reasons beyond his or her control to complete the 2443 work within the contract time as specified, or as extended in accordance with the provisions of 2444 this subsection, the Contractor may, at any time prior to the expiration of the contract time as 2445 extended, make a written request to the Owner for an extension of time setting forth the 2446 reasons which the Contractor believes will justify the granting of his or her request. Requests 2447 for extension of time on calendar day projects, caused by inclement weather, shall be supported 2448 with National Weather Bureau data showing the actual amount of inclement weather exceeded 2449 what could normally be expected during the contract period. The Contractor's plea that 2450 insufficient time was specified is not a valid reason for extension of time. If the supporting 2451 documentation justify the work was delayed because of conditions beyond the control and 2452 without the fault of the Contractor, the Owner may extend the time for completion by a change 2453 order that adjusts the contract time or completion date. The extended time for completion shall 2454 then be in full force and effect, the same as though it were the original time for completion. 2455 2456 80 -08 FAILURE TO COMPLETE ON TIME. For each calendar day or working day, as specified 2457 in the contract, that any work remains uncompleted after the contract time (including all extensions and 2458 adjustments as provided in the subsection 80 -07 titled DETERMINATION AND EXTENSION OF 2459 CONTRACT TIME of this Section) the sum specified in the contract and proposal as liquidated 2460 damages will be deducted from any money due or to become due the Contractor or his or her surety. 2461 Such deducted sums shall not be deducted as a penalty but shall be considered as liquidation of a 2462 reasonable portion of damages including but not limited to additional engineering services that will be 2463 incurred by the Owner should the Contractor fail to complete the work in the time provided in their 2464 contract. 2465 2466 2467 The maximum construction time allowed for the overall project is 30 calendar day(s). 2468 2469 Please see Sheets G010 of the Construction Drawings for more information on the sequencing of work 2470 on Schedule I. 2471 2472 Permitting the Contractor to continue and finish the work or any part of it after the time fined for its 2473 completion, or after the date to which the time for completion may have been extended, will in no way 2474 operate as a wavier on the part of the Owner of any of its rights under the contract. 2475 2476 80 -09 DEFAULT AND TERMINATION OF CONTRACT. The Contractor shall be considered 2477 in default of his or her contract and such default will be considered as cause for the Owner to terminate 2478 the contract for any of the following reasons if the Contractor: 2479 Issued for Bid Division 4 -41 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 SCHEDULE LIQUIDATED DAMAGES COST ALLOWED CONSTRUCTION TIME Schedule I $100 /calendar day(s) 30 Calendar Days 2466 2467 The maximum construction time allowed for the overall project is 30 calendar day(s). 2468 2469 Please see Sheets G010 of the Construction Drawings for more information on the sequencing of work 2470 on Schedule I. 2471 2472 Permitting the Contractor to continue and finish the work or any part of it after the time fined for its 2473 completion, or after the date to which the time for completion may have been extended, will in no way 2474 operate as a wavier on the part of the Owner of any of its rights under the contract. 2475 2476 80 -09 DEFAULT AND TERMINATION OF CONTRACT. The Contractor shall be considered 2477 in default of his or her contract and such default will be considered as cause for the Owner to terminate 2478 the contract for any of the following reasons if the Contractor: 2479 Issued for Bid Division 4 -41 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2480 a. Fails to begin the work under the contract within the time specified in the "Notice to Proceed," 2481 or 2482 2483 b. Fails to perform the work or fails to provide sufficient workers, equipment and /or materials to 2484 assure completion of work in accordance with the terms of the contract, or 2485 2486 c. Performs the work unsuitably or neglects or refuses to remove materials or to perform anew 2487 such work as may be rejected as unacceptable and unsuitable, or 2488 2489 d. Discontinues the execution of the work, or 2490 2491 e. Fails to resume work which has been discontinued within a reasonable time after notice to do 2492 so, or 2493 2494 f. Becomes insolvent or is declared bankrupt, or commits any act of bankruptcy or insolvency, or 2495 2496 g. Allows any final judgment to stand against the Contractor unsatisfied for a period of 10 days, or 2497 2498 h. Makes an assignment for the benefit of creditors, or 2499 2500 i. For any other cause whatsoever, fails to carry on the work in an acceptable manner. 2501 2502 Should the Engineer consider the Contractor in default of the contract for any reason above, the 2503 Engineer shall immediately give written notice to the Contractor and the Contractor's surety as to the 2504 reasons for considering the Contractor in default and the Owner's intentions to terminate the contract. 2505 2506 If the Contractor or surety, within a period of 10 days after such notice, does not proceed in 2507 accordance therewith, then the Owner will, upon written notification from the Engineer of the facts of 2508 such delay, neglect, or default and the Contractor's failure to comply with such notice, have full power 2509 and authority without violating the contract, to take the execution of the work out of the hands of the 2510 Contractor. The Owner may appropriate or use any or all materials and equipment that have been 2511 mobilized for use in the work and are acceptable and may enter into an agreement for the completion 2512 of said contract according to the terms and provisions thereof, or use such other methods as in the 2513 opinion of the Engineer will be required for the completion of said contract in an acceptable manner. 2514 2515 All costs and charges incurred by the Owner, together with the cost of completing the work under 2516 contract, will be deducted from any monies due or which may become due the Contractor. If such 2517 expense exceeds the sum which would have been payable under the contract, then the Contractor and 2518 the surety shall be liable and shall pay to the Owner the amount of such excess. 2519 2520 80 -10 TERMINATION FOR NATIONAL EMERGENCIES. The Owner shall terminate the 2521 contract or portion thereof by written notice when the Contractor is prevented from proceeding with 2522 the construction contract as a direct result of an Executive Order of the President with respect to the 2523 execution of war or in the interest of national defense. 2524 2525 When the contract, or any portion thereof, is terminated before completion of all items of work in the 2526 contract, payment will be made for the actual number of units or items of work completed at the 2527 contract price or as mutually agreed for items of work partially completed or not started. No claims or 2528 loss of anticipated profits shall be considered. 2529 Issued for Bid Division 4-42 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2530 Reimbursement for organization of the work, and other overhead expenses, (when not otherwise 2531 included in the contract) and moving equipment and materials to and from the job will be considered, 2532 the intent being that an equitable settlement will be made with the Contractor. 2533 2534 Acceptable materials, obtained or ordered by the Contractor for the work and that are not incorporated 2535 in the work shall, at the option of the Contractor, be purchased from the Contractor at actual cost as 2536 shown by receipted bills and actual cost records at such points of delivery as may be designated by the 2537 Engineer. 2538 2539 Termination of the contract or a portion thereof shall neither relieve the Contractor of his or her 2540 responsibilities for the completed work nor shall it relieve his or her surety of its obligation for and 2541 concerning any just claim arising out of the work performed. 2542 2543 80 -11 WORK AREA, STORAGE AREA AND SEQUENCE OF OPERATIONS. The 2544 Contractor shall obtain approval from the Engineer prior to beginning any work in all areas of the 2545 airport. No operating runway, taxiway or air operations area (AOA) shall be crossed, entered, or 2546 obstructed while it is operational. The Contractor shall plan and coordinate his or her work in such a 2547 manner as to ensure safety and a minimum of hindrance to flight operations. All Contractor equipment 2548 and material stockpiles shall be stored a minimum of 400 feet from the centerline of an active runway. 2549 No equipment will be allowed to park within the approach area of an active runway at any time. No 2550 equipment shall be within 250 feet of an active runway at any time. 2551 2552 2553 END OF SECTION 80 2554 Issued for Bid Division 4-43 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2555 Issued for Bid Division 4 -44 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2556 SECTION 90 2557 MEASUREMENT AND PAYMENT 2558 2559 90 -01 MEASUREMENT OF QUANTITIES. All work completed under the contract will be 2560 measured by the Engineer, or his or her authorized representatives, using United States Customary 2561 Units of Measurement or the International System of Units. 2562 2563 The method of measurement and computations to be used in determination of quantities of material 2564 furnished and of work performed under the contract will be those methods generally recognized as 2565 conforming to good engineering practice. 2566 2567 Unless otherwise specified, longitudinal measurements for area computations will be made horizontally, 2568 and no deductions will be made for individual fixtures (or leave -outs) having an area of 9 square feet 2569 (0.8 square meters) or less. Unless otherwise specified, transverse measurements for area computations 2570 will be the neat dimensions shown on the plans or ordered in writing by the Engineer. 2571 2572 Structures will be measured according to neat lines shown on the plans or as altered to fit field 2573 conditions. 2574 2575 Unless otherwise specified, all contract items which are measured by the linear foot such as electrical 2576 ducts, conduits, pipe culverts, underdrains, and similar items shall be measured parallel to the base or 2577 foundation upon which such items are placed. 2578 2579 In computing volumes of excavation the average end area method or other acceptable methods will be 2580 used. 2581 2582 The thickness of plates and galvanized sheet used in the manufacture of corrugated metal pipe, metal 2583 plate pipe culverts and arches, and metal cribbing will be specified and measured in decimal fraction of 2584 inch. 2585 2586 The term "ton" will mean the short ton consisting of 2,000 lb (907 km) avoirdupois. All materials that 2587 are measured or proportioned by weights shall be weighed on accurate, approved scales by competent, 2588 qualified personnel at locations designed by the Engineer. If material is shipped by rail, the car weight 2589 may be accepted provided that only the actual weight of material is paid for. However, car weights will 2590 not be acceptable for material to be passed through mixing plants. Trucks used to haul material being 2591 paid for by weight shall be weighed empty daily at such times as the Engineer directs, and each truck 2592 shall bear a plainly legible identification mark. 2593 2594 Materials to be measured by volume in the hauling vehicle shall be hauled in approved vehicles and 2595 measured therein at the point of delivery. Vehicles for this purpose may be of any size or type 2596 acceptable for the materials hauled, provided that the body is of such shape that the actual contents 2597 may be readily and accurately determined. All vehicles shall be loaded to at least their water level 2598 capacity, and all loads shall be leveled when the vehicles arrive at the point of delivery. 2599 2600 When requested by the Contractor and approved by the Engineer in writing, material specified to be 2601 measured by the cubic yard (cubic meter) may be weighed, and such weights will be converted to cubic 2602 yards (cubic meters) for payment purposes. Factors for conversion from weight measurement to 2603 volume measurement will be determined by the Engineer and shall be agreed to by the Contractor 2604 before such method of measurement of pay quantities is used. 2605 Issued for Bid Division 4-45 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2606 Bituminous materials will be measured by the gallon (liter) or ton (kg). When measured by volume, such 2607 volumes will be measured at 60 °F (16 °C) or will be corrected to the volume at 60 °F (16 °C) using 2608 ASTM D 1250 for asphalts or ASTM D 633 for tars. 2609 2610 Net certified scale weights or weights based on certified volumes in the case of rail shipments will be 2611 used as a basis of measurement, subject to correction when bituminous material has been lost from the 2612 car or the distributor, wasted, or otherwise not incorporated in the work. 2613 2614 When bituminous materials are shipped by truck or transport, net certified weights by volume, subject 2615 to correction for loss or foaming, may be used for computing quantities. 2616 2617 Cement will be measured by the ton (kg) or hundredweight (km). 2618 2619 Timber will be measured by the thousand feet board measure (MFBM) actually incorporated in the 2620 structure. Measurement will be based on nominal widths and thicknesses and the extreme length of 2621 each piece. 2622 2623 The term "lump sum" when used as an item of payment will mean complete payment for the work 2624 described in the contract. 2625 2626 When a complete structure or structural unit (in effect, "lump sum" work) is specified as the unit of 2627 measurement, the unit will be construed to include all necessary fittings and accessories. 2628 2629 Rental of equipment will be measured by time in hours of actual working time and necessary traveling 2630 time of the equipment within the limits of the work. Special equipment ordered by the Engineer in 2631 connection with force account work will be measured as agreed in the change order or supplemental 2632 agreement authorizing such force account work as provided in the subsection 90 -05 titled PAYMENT 2633 FOR EXTRA WORK of this section. 2634 2635 When standard manufactured items are specified such as fence, wire, plates, rolled shapes, pipe conduit, 2636 etc., and these items are identified by gauge, unit weight, section dimensions, etc., such identification 2637 will be considered to be nominal weights or dimensions. Unless more stringently controlled by 2638 tolerances in cited specifications, manufacturing tolerances established by the industries involved will be 2639 accepted. 2640 2641 Scales for weighing materials which are required to be proportioned or measured and paid for by 2642 weight shall be furnished, erected, and maintained by the Contractor, or be certified permanently 2643 installed` commercial scales. 2644 2645 Scales shall be accurate within 1/2% of the correct weight throughout the range of use. The Contractor 2646 shall have the scales checked under the observation of the inspector before beginning work and at such 2647 other times as requested. The intervals shall be uniform in spacing throughout the graduated or marked 2648 length of the beam or dial and shall not exceed one -tenth of 1 %of the nominal rated capacity of the 2649 scale, but not less than 1 pound (454 grams). The use of spring balances will not be permitted. 2650 2651 Beams, dials, platforms, and other scale equipment shall be so arranged that the operator and the 2652 inspector can safely and conveniently view them. 2653 2654 Scale installations shall have available ten standard 50 -pound (2.3 km) weights for testing the weighing 2655 equipment or suitable weights and devices for other approved equipment. Issued for Bid Division 4-46 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2656 Scales must be tested for accuracy and serviced before use at a new site. Platform scales shall be 2657 installed and maintained with the platform level and rigid bulkheads at each end. 2658 2659 Scales "overweighing" (indicating more than correct weight) will not be permitted to operate, and all 2660 materials received subsequent to the last previous correct weighting - accuracy test will be reduced by the 2661 percentage of error in excess of one -half of 1 %. 2662 2663 In the event inspection reveals the scales have been underweighing (indicating less than correct weight), 2664 they shall be adjusted, and no additional payment to the Contractor will be allowed for materials 2665 previously weighed and recorded. 2666 2667 All costs in connection with furnishing, installing, certifying; testing, and maintaining scales; for 2668 furnishing check weights and scale house; and for all other items specified in this subsection, for the 2669 weighing of materials for proportioning or payment, shall be included in the unit contract prices for the 2670 various items of the project. 2671 2672 When the estimated quantities for a specific portion of the work are designated as the pay quantities in 2673 the contract, they shall be the final quantities for which payment for such specific portion of the work 2674 will be made, unless the dimensions of said portions of the work shown on the plans are revised by the 2675 Engineer. If revised dimensions result in an increase or decrease in the quantities of such work, the final 2676 quantities for payment will be revised in the amount represented by the authorized changes in the 2677 dimensions. 2678 2679 90 -02 SCOPE OF PAYMENT. The Contractor shall receive and accept compensation provided for 2680 in the contract as full payment for furnishing all materials, for performing all work under the contract in 2681 a complete and acceptable manner, and for all risk, loss, damage, or expense of whatever character 2682 arising out of the nature of the work or the execution thereof, subject to the provisions of the 2683 subsection 70 -18 titled NO WAIVER OF LEGAL RIGHTS of Section 70. 2684 268.5 When the "basis of payment" subsection of a technical specification requires that the contract price 2686 (price bid) include compensation for certain work or material essential to the item, this same work or 2687 material will not also be measured for payment under any other contract item which may appear 2688 elsewhere in the contract, plans, or specifications. 2689 2690 90 -03 COMPENSATION FOR ALTERED QUANTITIES. When the accepted quantities of 2691 work vary from the quantities in the proposal, the Contractor shall accept as payment in full, so far as 2692 contract items are concerned, payment at the original contract price for the accepted quantities of work 2693 actually completed and accepted. No allowance, except as provided for in the subsection 40 -02 titled 2694 ALTERATION OF WORK AND QUANTITIES of Section 40 will be made for any increased 2695 expense, loss of expected reimbursement, or loss of anticipated profits suffered or claimed by the 2696 Contractor which results directly from such alterations or indirectly from his or her unbalanced 2697 allocation of overhead and profit among the contract items, or from any other cause. 2698 ' 2699 90 -04 PAYMENT FOR OMITTED ITEMS. As specified in the subsection 40 -03 titled 2700 OMITTED ITEMS of Section 40, the Engineer shall have the right to omit from the work (order 2701 nonperformance) any contract item, except major contract items, in the best interest of the Owner. 2702 2703 Should the Engineer omit or order nonperformance of a contract item or portion of such item from 2704 the work, the Contractor shall accept payment in full at the contract prices for any work actually 2705 completed and acceptable prior to the Engineer's order to omit or non - perform such contract item. Issued for Bid Division 4-47 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2706 Acceptable materials ordered by the Contractor or delivered on the work prior to the date of the 2707 Engineer's order will be paid for at the actual cost to the Contractor and shall thereupon become the 2708 property of the Owner. 2709 2710 In addition to the reimbursement hereinbefore provided, the Contractor shall be reimbursed for all 2711 actual costs incurred for the purpose of performing the omitted contract item prior to the date of the 2712 Engineer's order. Such additional costs incurred by the Contractor must be directly related to the 2713 deleted contract item and shall be supported by certified statements by the Contractor as to the nature 2714 the amount of such costs. 2715 2716 90 -05 PAYMENT FOR EXTRA WORK Extra work, performed in accordance with the subsection 2717 40 -04 titled EXTRA WORK of Section 40, will be paid for at the contract prices or agreed prices 2718 specified in the change order or supplemental agreement authorizing the extra work. 2719 2720 90 -06 PARTIAL PAYMENTS. Partial payments will be made to the Contractor at least once each 2721 month as the work progresses. Said payments will be based upon estimates, prepared by the Engineer, 2722 of the value of the work performed and materials complete and in place in accordance with the 2723 contract, plans, and specifications. Such partial payments may also include the delivered actual cost of 2724 those materials stockpiled and stored in accordance with the subsection 90 -07 titled PAYMENT FOR 2725 MATERIALS ON HAND of this section. In accordance with this section, retainage will be withheld 2726 from each partial payment made to the Contractor. No partial payment will be made when the amount 2727 due to the Contractor since the last estimate amounts to less than five hundred dollars. 2728 2729 The Contractor is required to pay all subcontractors for satisfactory performance of their contracts, or 2730 satisfactory performance of incremental portions thereof, no later than 7 days after the Contractor has 2731 received from Owner a partial payment covering such subcontractor's performance. The Contractor 2732 shall ensure prompt and full payment of retainage to the subcontractor within 7 days following release 2733 of such retainage by Owner. A subcontractor's work is satisfactorily completed when all the tasks called 2734 for in the subcontract have been accomplished and documented for final acceptance as required by the 2735 Owner. When the Owner has made an incremental acceptance of a portion of a prime contract, which 2736 includes a final acceptance of work performed by a subcontractor, the work of a subcontractor covered 2737 by that acceptance is deemed to be satisfactorily completed. 2738 2739 From the total of the amount determined to be payable on a partial payment, 5 percent of such total 2740 amount will be deducted and retained by the Owner until the final payment is made, except as may be 2741 provided (at the Contractor's option) in the subsection 90 -08 titled PAYMENT OF WITHHELD 2742 FUNDS of this section. The balance (95 percent) of the amount payable, less all previous payments, 2743 shall be certified for payment. Should the Contractor exercise his or her option, as provided in the 2744 subsection 90 -08 titled PAYMENT OF WITHHELD FUNDS of this section, no such percent 2745 retainage shall be deducted. If applicable, the Contractor shall make payments to its subcontractors in 2746 accordance with C.R.S. § 24 -91 -103. 2747 2748 When at least 95% of the work has been completed, the Engineer shall, at the Owner's discretion and 2749 with the consent of the surety, prepare estimates of both the contract value and the cost of the 2750 remaining work to be done. 2751 2752 The Owner may retain an amount not less than twice the contract value or estimated cost, whichever is 2753 greater, of the work remaining to be done. The remainder, less all previous payments and deductions, 2754 will then be certified for payment to the Contractor. 2755 Issued for Bid Division 4-48 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2756 2757 2758 2759 2760 2761 2762 2763 2764 2765 2766 2767 2768 2769 2770 2771 2772 2773 2774 2775 2776 2777 2778 2779 2780 2781 2782 2783 2784 2785 2786 2787 2788 2789 2790 2791 2792 2793 2794 2795 2796 2797 2798 2799 2800 2801 2802 2803 .2804 2805 It is understood and agreed that the Contractor shall not be entitled to demand or receive partial payment based on quantities of work in excess of those provided in the proposal or covered by approved change orders or supplemental agreements, except when such excess quantities have been determined by the Engineer to be a part of the final quantity for the item of work in question. No partial payment shall bind the Owner to the acceptance of any materials or work in place as to quality or quantity. All partial payments are subject to correction at the time of final payment as provided in the subsection 90 -09 titled ACCEPTANCE AND FINAL PAYMENT of this section. The Contractor shall deliver to the Owner a complete release of all claims for labor and material arising out of this contract before the final payment is made. If any subcontractor or supplier fails to furnish such a release in full, the Contractor may furnish a bond or other collateral satisfactory to the Owner to indemnify the Owner against any potential lien or other such claim. The bond or collateral shall include all costs, expenses, and attorney fees the Owner may be compelled to pay in discharging any such lien or claim. 90 -07 PAYMENT FOR MATERIALS ON HAND. Partial payments may be made to the extent of the delivered cost of materials to be incorporated in the work, provided that such materials meet the requirements of the contract, plans, and specifications and are delivered to acceptable sites on the airport property or at other sites in the vicinity that are acceptable to the Owner. Such delivered costs of stored or stockpiled materials may be included in the next partial payment after the following conditions are met: a. The material has been stored or stockpiled in a manner acceptable to the Engineer at or on an approved site. b. The Contractor has furnished the Engineer with acceptable evidence of the quantity and quality of such stored or stockpiled materials. c. The Contractor has furnished the Engineer with satisfactory evidence that the material and transportation costs have -been paid. d. The Contractor has furnished the Owner legal title (free of liens or encumbrances of any kind) to the material so stored or stockpiled. e. The Contractor has furnished the Owner evidence that the material so stored or stockpiled is insured against loss by damage to or disappearance of such materials at any time prior to use in the work. It is understood and agreed that the transfer of title and the Owner's payment for such stored or stockpiled materials shall in no way relieve the Contractor of his or her responsibility for furnishing and placing such materials in accordance with the requirements of the contract, plans, and specifications. In no case will the amount of partial payments for materials on hand exceed the contract price for such materials or the contract price for the contract item in which the material is intended to be used. No partial payment will be made for stored or stockpiled living or perishable plant materials. The Contractor shall bear all costs associated with the partial payment of stored or stockpiled materials in accordance with the provisions of this subsection. Issued for Bid Division 4-49 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2806 90 -08 PAYMENT OF WITHHELD FUNDS. At the Contractor's option, if an Owner withholds 2807 retainage in accordance with the methods described in subsection 90 -06 PARTIAL PAYMENTS, the 2808 Contractor may request that the Owner deposit the retainage into an escrow account. The Owner's 2809 deposit of retainage into an escrow account is subject to the following conditions: 2810 2811 a. The Contractor shall bear all expenses of establishing and maintaining an escrow account and 2812 escrow agreement acceptable to the Owner. 2813 2814 b. The Contractor shall deposit to and maintain in such escrow only those securities or bank 2815 certificates of deposit as are acceptable to the Owner and having a value not less than the 2816 retainage that would otherwise be withheld from partial payment. 2817 2818 c. The Contractor shall enter into an escrow agreement satisfactory to the Owner. 2819 2820 d. The Contractor shall obtain the written consent of the surety to such agreement. 2821 2822 90 -09 ACCEPTANCE AND FINAL PAYMENT. When the contract work has been accepted in 2823 accordance with the requirements of the subsection 50 -15 titled FINAL ACCEPTANCE of Section 50, 2824 the Engineer will prepare the final estimate of the items of work actually performed. The Contractor 2825 shall approve the Engineer's final estimate or advise the Engineer of the Contractor's objections to the 2826 final estimate which are based on disputes in measurements or computations of the final quantities to 2827 be paid under the contract as amended by change order or supplemental agreement. The Contractor 2828 and the Engineer shall resolve all disputes (if any) in the measurement and computation of final 2829 quantities to be paid in accordance with the terms and requirements of CRS 38 -26 -107. If a dispute still 2830 exists„ the Contractor may approve the Engineer's estimate under protest of the quantities in dispute, 2831 and such disputed quantities shall be considered by the Owner as a claim in accordance with the 2832 subsection 50 -16 titled CLAIMS FOR ADJUSTMENT AND DISPUTES of Section 50. 2833 2834 After the Contractor has approved, or approved under protest, the Engineer's final estimate, and after 2835 the Engineer's receipt of the project closeout documentation required in subsection 90 -11 Project 2836 Closeout„ final payment will be processed based on the entire sum, or the undisputed sum in case of 2837 approval under protest, determined to be due the Contractor less all previous payments and all amounts 2838 to be deducted under the provisions of the contract. All prior partial estimates and payments shall be 2839 subject to correction in the final estimate and payment. 2840 2841 If the Contractor has filed a claim for additional compensation under the provisions of the subsection 2842 50 -16 titled CLAIMS FOR ADJUSTMENTS AND DISPUTES of Section 50 or under the provisions 2843 of this subsection, such claims will be considered by the Owner in accordance with local laws or 2844 ordinances. Upon final adjudication of such claims, any additional payment determined to be due the 2845 Contractor will be paid pursuant to a supplemental final estimate. 2846 2847 90 -10 CONSTRUCTION WARRANTY. 2848 2849 a. In addition to any other warranties in this contract, the Contractor warrants that work 2850 performed under this contract conforms to the contract requirements and is free of any defect 2851 in equipment, material, workmanship, or design furnished, or performed by the Contractor or 2852 any subcontractor or supplier at any tier. 2853 Issued for Bid Division 4-50 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2854 b. This warranty shall continue for a period of two years from the date of final acceptance of the 2855 work. If the Owner takes possession of any part of the work before final acceptance, this 2856 warranty shall continue for a period of two years from the date the Owner takes possession. 2857 However, this will not relieve the Contractor from corrective items required by the final 2858 acceptance of the project work 2859 2860 c. The Contractor shall remedy at the Contractor's expense any failure to conform, or any defect. 2861 In addition, the Contractor shall remedy at the Contractor's expense any damage to Owner 2862 real or personal property, when that damage is the result of: 2863 2864 (1) The Contractor's failure to conform to contract requirements; or 2865 2866 (2) Any defect of equipment, material, workmanship, or design furnished by the Contractor. 2867 2868 d. The Contractor shall restore any work damaged in fulfilling the terms and conditions of this 2869 clause. The Contractor's warranty with respect to work repaired or replaced will run for one 2870 year from the date of repair or replacement. 2871 2872 e. The Owner will notify the Contractor, in writing, within seven (7) days after the discovery of 2873 any failure, defect, or damage. 2874 2875 f. If the Contractor fails to remedy any failure, defect, or damage within 14 days after receipt of 2876 notice, the Owner shall have the right to replace, repair, or otherwise remedy the failure, defect, 2877 or damage at the Contractor's expense. 2878 2879 g. With respect to all warranties, express or implied, from subcontractors, manufacturers, or 2880 suppliers for work performed and materials furnished under this contract, the Contractor shall: 2881 (1) Obtain all warranties that would be given in normal commercial practice; (2) Require all 2882 warranties to be executed, in writing, for the benefit of the Owner, as directed by the Owner, 2883 and (3) Enforce all warranties for the benefit of the Owner. 2884 2885 h. This warranty shall not limit the Owner's rights with respect to latent defects, gross mistakes, 2886 or fraud. 2887 2888 90 -11 PROJECT CLOSEOUT. Approval of final payment to the Contractor is contingent upon 2889 completion and submittal of the items listed below. The final payment will not be approved until the 2890 Engineer approves the Contractor's final submittal. The contractor and the engineer shall resolve all 2891 disputes (if any) in the measurement and computation of final quantities to be paid in accordance 2892 with the terms and requirements of CRS 38 -26 -107. If a dispute still exists, the Contractor may 2893 approve the engineers estimate. The Contractor shall: 2894 2895 a. Provide two (2) copies of all manufacturers warranties specified for materials, equipment, 2896 and installations. 2897 2898 b. Provide weekly payroll records (not previously received) from the general Contractor and 2899 all subcontractors. 2900 2901 c. Complete final cleanup in accordance with subsection 40 -08, FINAL CLEANUP. 2902 2903 d. Complete all punch list items identified during the Final Inspection. Issued for Bid Division 4-51 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2904 e. Provide complete release of all claims for labor and material arising out of the Contract. 2905 2906 f. Provide a certified statement signed by the subcontractors, indicating actual amounts paid to the 2907 Disadvantaged Business Enterprise (DBE) subcontractors and/or suppliers associated with the 2908 project. 2909 2910 g. When applicable per state requirements, return copies of sales tax completion forms. 2911 2912 h. Manufacturer's certifications for all items incorporated in the work. 2913 2914 i. All required record drawings, as -built drawings or as- constructed drawings. 2915 2916 j. Project Operation and Maintenance (OW Manual. 2917 2918 k. Security for Construction Warranty. 2919 2920 1. Equipment commissioning documentation submitted, if required. 2921 2922 2923 END OF SECTION 90 2924 Issued for Bid Division 4-52 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2925 SECTION 105 2926 MOBILIZATION 2927 2928 2929 105 -1 DESCRIPTION. This item shall consist of work and operations, but is not limited to, work and 2930 operations necessary for the movement of personnel, equipment, facilities, material and supplies to and 2931 from the project site for work on the project except as provided in the contract as separate pay items. 2932 2933 Equipment shall consist of machinery needed to accomplish the activities required to construct items 2934 described under the various bid items. Facilities shall consist of mobile shelters used to perform 2935 administrative functions, and trailers used to perform equipment maintenance functions, and fuel 2936 storage tanks. Expenditures required to connect facilities to various public utility services can be 2937 included. Not included are expendable supplies such as fuel, lubricants, and spare parts. Also not 2938 included are the materials which become a part of permanent physical features constructed under the 2939 contract. 2940 2941 105 -1.1 POSTED NOTICES. Prior to commencement of construction activities the Contractor 2942 must post the following documents in a prominent and accessible place where they may be easily 2943 viewed by all employees of the prime Contractor and by all employees of subcontractors engaged by 2944 the prime Contractor: Equal Employment Opportunity (EEO) Poster "Equal Employment 2945 Opportunity is the Law" in accordance with the Office of Federal Contract Compliance Programs 2946 Executive Order 11246, as amended; Davis Bacon Wage Poster (WH 1321) - DOL "Notice to All 2947 Employees" Poster; and Applicable Davis -Bacon Wage Rate Determination. These notices must 2948 remain posted until final acceptance of the work by the Owner. 2949 2950 105 -2 METHOD OF MEASUREMENT. Partial payments for mobilization will be made once 2951 each month as the work progresses. Provided all requirements of applicable General and Special 2952 Provisions have been accomplished to the satisfaction of the Engineer, partial payments will be made as 2953 follows: 2954 2955 a. When 5 percent of the original contract amount is earned, 20 percent of the amount bid for this 2956 item will be paid, not to exceed 2 percent of the original contract amount. 2957 2958 b. When 20 percent of the original contract amount is earned, 50 percent of the amount bid for 2959 this item, less all- previous payments, will be paid, not to exceed 5 percent of the original 2960 contract amount. 2961 2962 c. When 35 percent of the original contract amount is earned, 60 percent of the amount bid for 2963 this item, less all- previous payments, will be paid, not to exceed 6 percent of the original 2964 contract amount. 2965 2966 d. When 75 percent of the original contract amount is earned, the amount bid for this item, less 2967 all- previous payments, will be paid, not to exceed 10 percent of the original contract amount. 2968 2969 e. When 90 percent of the original contract amount is earned, the amount in excess of 10 percent 2970 of the original contract amount, less all previous payments, will be paid, 2971 2972 For the purpose of the Specification that term "original contract amount" as used above shall mean the 2973 amount of the award for the construction items on this contract not including the amount bid for 2974 mobilization. Payments for materials on hand will not be included as a percent of original contract Issued for Bid Division 4-53 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2975 amount earned until said materials on hand have been incorporated into the work and accepted and 2976 paid for as contract items. For multiple schedule projects, the above "original contract amount" shall 2977 be interpreted by schedule. 2978 2979 This price shall extend to the general contractor and to any and all subcontractors. No additional 2980 payment will be made to any bid item to compensate the Contractor or subcontractor for loss of profits 2981 attributed to mobilization costs. 2982 2983 105 -3 BASIS FOR PAYMENT 2984 2985 105 -3.1 Payment shall be at the contract unit price of lump sum for "Mobilization ". That price shall 2986 be full compensation for all labor, equipment, and supplies needed to complete the item. 2987 2988 Payment will be made under: 2989 REFER TO APPENDIX P FOR ITEM DESCRIPTIONS. 2990 2991 2992 END OF SECTION 105 Issued for Bid Division 4-54 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. LOC 15 -01 2993 SPECIAL PROVISIONS 2994 2995 AIRPORT REQUIREMENTS 2996 2997 2998 1. HAUL ROADS: 2999 3000 The Contractor shall obtain approval from the Engineer prior to establishing haul roads within 3001 the airport property. Once established, the haul roads shall be utilized for all equipment traffic, 3002 and the equipment shall not be allowed to stray or wander away from the established routes. 3003 The haul roads shall be the responsibility of the Contractor and shall be maintained and kept in 3004 good order at all times. Water, when required, shall be applied at the locations and in the 3005 amounts necessary to minimize dust and dirt in the air operations area. Haul roads across any 3006 active runway or taxiway shall be kept clean and in good order at all times. The Contractor shall 3007 repair any damage caused by the movement of equipment on any of the haul roads, whether in 3008 designated or undesignated areas. After completion of the project, the Contractor shall be 3009 required to re -grade any unpaved portions of the haul road and to reseed the area with local 3010 native grasses to match the existing conditions of the area. The performance of any work as 3011 specified by this provision, including watering, maintenance, and repair of the haul roads, shall 3012 not be measured and paid for directly, but shall be considered as necessary and incidental to the 3013 work. 3014 3015 Establishment of haul roads off of Airport property shall be the sole responsibility of the 3016 Contractor. 3017 3018 3019 2. AIRPORT SECURITY: 3020 3021 The Contractor will be required to submit to the airport prior to the commencement of 3022 construction, evidence in the form of a certification letter that all of their employees who will 3023 have unescorted access to the AOA have been checked for employment, security, and criminal 3024 history for the last ten years. The letter will also certify that these employees meet all security 3025 regulations as required by the Sponsor's security program. 3026 3027 Prior to the start of construction, the apparent successful contractor must begin the Air 3028 Operations Area (AOA) / Security Identification Display Areas (SIDA) badging process with 3029 the Eagle County Regional Airport — Administrative Department. The required forms shall be 3030 supplied to the apparent successful contractor, in electronic PDF format. Badging is required 3031 for ALL personnel that will be working on -site, with the exception of subcontractors working 3032 less than 5 consecutive days on the project. Subcontractors working less than 5 consecutive 3033 days on the project will need to be escorted by badged personnel at all times while on -site. A 3034 separate application must be completely filled out and submitted for each person that is 3035 requesting an AOA and /or SIDA badge. These applications must be completed and returned 3036 to the Eagle County Regional Airport Authority— Administrative Manager within 48 hours of 3037 being notified to do so by the Engineer and /or Owner. 3038 3039 Anyone that will be badged must fill out the proper badge application and turn it in to the 3040 Eagle County Regional Airport Authority — Administrative Manager before they come to their 3041 fingerprint appointment or the AOA class. Each Signatory (those that will be signing for 3042 others to gain access to the Air Operations Area) must call the Administrative Manager at (970) Issued for Bid Division 5 -1 Jviation, Inc. July 10, 2015 3043 328 -2680 and set up their fingerprint appointment at least one week in advance. A minimum 3044 of 1 applicant from the contractor must be applying for signatory status. Each signatory must 3045 have passed the criminal history records check before they can take the SIDA or the AOA 3046 class, and all individuals applying for a badge must have been approved through the threat 3047 assessment before they can be badged. The schedule of the SIDA and AOA classes are 3048 available through the Eagle County Regional Airport - Administrative Department. The time 3049 frame for the fingerprints to come back is typically 24 hours. The timeframe for the threat 3050 assessment to come back is typically 72 hours. 3051 3052 All personnel on site working more than 5 days are required to be fingerprinted and obtain an 3053 approved status on their Security Threat Assessment (STA). 3054 3055 The associated cost for the required badging for the project is as follows: 3056 3057 a. AOA /SIDA Training and fingerprinting: a $50 non - refundable fingerprint fee and a $50 3058 badge deposit to be refunded at completion of project or carried forward to next.year until 3059 completion. If lost or misplaced, an additional fee of $50 will be charged the individual 3060 holding the badge Total of $100 per applicant for initial badge. 3061 3062 b. Gate lock keys. $100 each. 3063 3064 During the course of the construction operations, the Contractor will be allowed to utilize a 3065 maximum of two (2) airport access "Security Gates" as entrance to the construction site. This 3066 gate and the associated haul roads shall be designated by the Engineer. The Contractor shall be 3067 required to keep this gate guarded and closed during construction hours. The gate may be 3068 opened only for authorized vehicle traffic flow. At such times as this gate is not guarded, it 3069 shall be closed and securely locked. The Contractor will be required to obtain an "airport 3070 security" permit from the Office of the Airport Manager for all vehicles and personnel used on 3071 the construction project. Said permit shall hold the Contractor responsible for all vehicles and 3072 personnel on the airport property other than those that have individual authorization. All 3073 authorized vehicles and construction equipment must display a three foot by three foot flag 3074 with international orange and white 12 inch squares displayed in full view above the vehicles. 3075 Passengers in any authorized vehicles shall be the responsibility of the Contractor. The "gate 3076 guard" shall allow no unauthorized vehicle or person to enter the "air operations" side of the 3077 airport without the above stipulated "security clearance." The Contractor and the Contractor's 3078 "security gate guard" shall be held duly responsible to uphold the above security stipulations at 3079 all times during the progress of the construction project. No deviations from these security 3080 measures shall be allowed at any time. There shall be a $1,000.00 penalty for each deviation 3081 from these security provisions. 3082 3083 3084 3. RADIO COMMUNICATIONS: 3085 3086 The Contractor's superintendent and flagman shall be required to monitor transceiver radios 3087 tuned to the 121.8 MH, frequency when the tower is opened and 119.8 MHz when the tower is 3088 closed._ Radios shall be supplied by the Contractor. Such radios shall be used to obtain proper 3089 clearance in regard to the movement of equipment, trucks, etc., on the airport. Further, any 3090 unusual occurrences in the flight pattern of approaching or departing aircraft shall be 3091 acknowledged by all concerned so that operation of the airport and the construction work can 3092 be safely carried on at all times. Issued for Bid Division 5 -2 Jviation, Inc. July 10, 2015 3093 4. WORK SCHEDULE: 3094 3095 Immediately after the award of contract, the Contractor shall file with the Engineer a time chart 3096 or schedule of proposed progress, a plan of construction and proposed detailed methods of 3097 carrying out the work, including a full statement of equipment and equipment layout for the 3098 job. 3099 3100 The Sponsor reserves the right to request changes in the sequence of project schedules if such 3101 change is required in the interest of safety or airport operation. 3102 3103 3104 5. SEQUENCE OF WORK: 3105 3106 The Contractor will be required to accomplish the work items according to the schedule of 3107 construction as submitted to the Engineer following the award of the contract. Prior to closing 3108 any taxiways or apron area, they shall be marked in conformance with the FAA Advisory 3109 Circular 150/5340 -1 latest edition. This shall consist of placing barricades and flashers on each 3110 taxiway and closed runway crosses on the effected runways. Flashers must be well anchored so 3111 they do not blow over from jet blasts or strong winds. Closed taxiway, apron area, and other 3112 airfield markings and maintenance of these items are considered a necessity and an incidental 3113 part of the work, and no separate measurement or payment will be made. The Contractor shall 3114 consider the costs and distribute them to the various bid items. 3115 3116 The Contractor shall not allow men or equipment within 250 feet of any runway centerline or 3117 within 86 feet of the centerline of any taxiway, nor shall he permit materials to be stored or 3118 stocked within 400 feet of any runway centerline or within 130 feet of the centerline of any 3119 taxiway during the entire period of this project without first obtaining approval of the Engineer. 3120 When the Contractor's operations require the closing of any runway or taxiway, the Contractor 3121 shall mark said runway or taxiway in accordance with the plans and specifications at no 3122 additional cost to the Sponsor. 3123 3124 Prior to construction on any taxiway or runway, the Contractor shall, upon approval by the 3125 Engineer, close the taxiway or runway and begin work. The Contractor shall be responsible for 3126 clearly marking and defining the closed taxiways or runways by use of warning lights, barricades, 3127 flags and closed taxiway or runway markings in conformance with FAA Advisory Circular 3128 150/5370 -2 latest edition. The Contractor shall be responsible for maintaining these barricades 3129 and keeping them clearly visible at all times. 3130 3131 The Sponsor shall meet with the Contractor immediately after the award of the contract to 3132 work up the sequence of work for the project. 3133 3134 3135 6. CLOSURE OF AIR OPERATIONS AREAS: 3136 3137 Barricades are considered a necessary and incidental part of the work and no separate 3138 measurement or payment will be made therefore. The Contractor shall consider the costs and 3139 distribute them to the various bid items. 3140 3141 Issued for Bid Division 5 -3 Jviation, Inc. July 10, 2015 3142 7. ACCIDENT PREVENTION: 3143 3144 Precautions shall be exercised at all times for the protection of persons (including employees) 3145 and property, and that the safety provisions of applicable laws and of applicable building 3146 construction codes shall be observed, and that machinery, equipment, and explosives shall be 3147 guarded and all hazards shall be eliminated in accordance with the safety provisions of the 3148 Manual of Accident Prevention in Construction, published by the Associated General 3149 Contractors of America, to the extent that such provisions are not in contravention of 3150 applicable law. 3151 3152 3153 8. EXISTING UNDERGROUND CABLES: 3154 3155 The FAA shall attempt to locate all of their underground cables that are located in the vicinity 3156 of the work areas, prior to construction in the area. The Contractor shall attempt to locate the 3157 Sponsor's and all other public underground cables prior to construction. Damage to the 3158 underground cables through negligence on the part of the Contractor will require replacement 3159 by the Contractor at no cost to the Sponsor. Any splicing or replacing of damaged cable shall 3160 meet current FAA specifications. 3161 3162 3163 9. UTILITIES: 3164 3165 Any utilities required by the Contractor for the prosecution of the work shall be paid for by said 3166 Contractor. 3167 3168 3169 10. INSURANCE: 3170 3171 The Contractor shall pay for and maintain during the life of this contract adequate Workmen's 3172 Compensation, Public Liability and Property Damage Insurance. The Contractor is charged 3173 with the responsibility for adequate and proper coverage for all his subcontract operations. 3174 Contractor shall furnish to the Sponsor satisfactory proof of carriage of the insurance required. 3175 Public Liability Insurance shall be in the amount of not less than $1,000,000.00 for injuries, 3176 including accidental death, to any one person, nor less than $1,000,000.00 on account of any 3177 one accident. Property Damage Insurance shall be carried in an amount not less than 3178 $1,000,000.00. Such Liability Insurance shall include completed operation coverage. 3179 3180 3181 11. INDEMNIFICATION: 3182 3183 The Contractor agrees to indemnify and save harmless Board of County Commissioners /City of 3184 Gypsum, its officers, agents, and employees, against any and all damages to property or injuries 3185 to or death of any person or persons, including property and employees or agents of Board of 3186 County Commissioners/ City of Gypsum, and further agrees to defend, indemnify and save 3187 harmless, Board of County Commissioners /City of Gypsum, its officers, agents, and employees 3188 from any claims, demands, suits, actions, proceedings of any kind or nature resulting from or 3189 arising out of operations in connection herewith, including operations of subcontractors and 3190 acts of omissions of employees or agents of the Contractor or his subcontractors. 3191 Issued for Bid Division 5 -4 Jviation, Inc. July 10, 2015 3192 12. SALES AND USE TAXES: 3193 3194 Construction and building materials sold to the contractors and subcontractors for use on 3195 public works owned by Eagle County, Colorado, are exempt from State Sales and Use Taxes. 3196 However, such materials will be subject to any Sales and Use Taxes imposed by local cities and 3197 counties. This change in the State Tax Law has no effect of Sales and Use Taxes imposed by 3198 other local taxing authorities. Contractor shall provide proof of exemption prior to 3199 commencing work. 3200 3201 3202 13. PERMITS AND COMPLIANCE WITH LAWS: 3203 3204 The Contractor shall procure and pay for all permits, licenses, and bonds necessary for the 3205 prosecution of his work, and /or required by Local, State, and Federal regulations and laws, as 3206 pertains particularly to permits and transportation of materials and equipment, or other 3207 operations which are not a specific requirement of these specifications. The Contractor shall 3208 give all notices, pay all fees and taxes, and comply with all Federal, State, and Local laws, 3209 ordinances, rules, and regulations, and building and construction codes bearing on the conduct 3210 of the work. 3211 3212 14. EXECUTED CONTRACTS: 3213 3214 Each contract shall be executed in five original copies and there shall be executed originals of 3215 the Contractor's Performance Bond and Payment Bond in equal number to the executed 3216 originals of the contract. Two copies of such executed documents will be retained by Eagle 3217 County, Colorado, one copy shall be delivered to the FAA, and two copies will be delivered to 3218 the Contractor. The cost of executing the Contract, bonds and insurance, including all notary 3219 fees and incidental expenses are to be paid by the Contractor to whom the contract is awarded. 3220 3221 3222 15. SUBLETTING OR ASSIGNING OF CONTRACTS: 3223 3224 The Contractor shall perform, with his organization, an amount of work equal to at least 50 3225 percent of the total contract cost. No assignment by the Contractor of any principal 3226 construction contract or any part thereof or 'of the funds to be received thereunder by the 3227 Contractor will be recognized unless such assignment has received the prior written approval of 3228 the Sponsor, which shall be at Sponsor's sole discretion, and the Surety has been given due 3229 notice of such assignment and has also consented in writing thereto. 3230 3231 Such written approval of the Sponsor shall not relieve the Contractor of any obligation incurred 3232 by him, under the contract, unless otherwise expressly stated in the approval. 3233 3234 The following language must appear in any assignment: 3235 3236 "It is agreed that the funds to be paid to the assignee under this assignment are subject to a 3237 prior lien for services rendered or materials supplied for the performance of the work called for 3238 in said contract in favor of all persons, firms, or corporations rendering such services or 3239 supplying such materials." 3240 3241 Issued for Bid Division 5 -5 Jviation, Inc. July 10, 2015 3242 16. LIQUIDATED DAMAGES: 3243 3244 Subject to the provisions of the Contract Documents, the Sponsor shall be entitled to liquidated 3245 damages for failure of the Contractor to complete the work within the specified contract time. 3246 3247 The Contractor further agrees to pay liquidated damages for failure to complete the work within 3248 the specified contract time and for expenses incurred by the Sponsor for unscheduled 3249 employment of the Engineer during the contract time overrun. 3250 3251 As compensation for non -use, the Contractor shall be assessed a liquidated damage of 3252 $100 /calendar day(s) for each day that the work remains uncompleted beyond the contract 3253 period. Further, each phase of work under the project has additional liquidated damage clauses, 3254 as outlined in Section 80 -08 FAILURE TO COMPLETE ON TIME. 3255 3256 3257 17. INSTRUCTION MANUALS: 3258 3259 At the end of project construction, the Contractor shall provide to the airport three instruction 3260 manuals. The manuals shall include as a minimum the following: 3261 3262 1. Names, addresses, and phone numbers of electrical equipment suppliers /manufacturers. 3263 3264 2. Component parts list with manufacturer and part number. 3265 3266 3. Final wiring diagrams of lighting control system (where a new control panel and /or 3267 control system is installed). 3268 3269 4. Equipment schematic and wiring diagrams showing all components cross referenced to 3270 the parts list. 3271 3272 5. Installation manuals. 3273 3274 6. Maintenance and troubleshooting instruction. 3275 3276 7. Operating instructions. 3277 3278 8. Equipment Warranties. 3279 3280 Manuals for each piece of equipment provided shall be separated by dividers. The dividers shall 3281 be labeled accordingly. Three ring binders marked with the project schedule(s), date of final 3282 inspection, as well as Contractor's electrical subcontractors names, addresses, and phone 3283 numbers. 3284 3285 18. STATE REQUIRMENTS: 3286 3287 A. Pursuant to the provisions of §24 -91- 103.6, C.R.S., and notwithstanding anything to the 3288 contrary contained elsewhere in the contract documents, no change order or other form 3289 of order or directive by Owner, and no amendment to this Agreement, requiring 3290 additional compensable Work to be performed which Work causes the aggregate 3291 amount payable under the Agreement to exceed the amount appropriated for the Issued for Bid Division 5 -6 Jviation, Inc. July 10, 2015 3292 original Agreement, shall be of any force or effect unless accompanied by a written 3293 assurance by Owner that lawfizl appropriations to cover the costs of the additional 3294 Work have been made or unless such Work is covered under a remedy - granting 3295 provision in the Agreement. 3296 3297 B. Eagle County is a governmental entity and all obligations beyond the current fiscal year 3298 are subject to funds being budgeted and appropriated. Specifically, notwithstanding 3299 anything to the contrary contained in this Agreement, Owner shall have no obligations 3300 under this Agreement, nor shall any payment be made to Contractor in respect of any 3301 period after December 31 of each calendar year during the term of this Agreement, 3302 without an appropriation therefore by the Owner in accordance with a budget adopted 3303 by the Board of County Commissioners in compliance with the provisions of Article 25 3304 of Title 30 of the Colorado Revised ,Statutes, the Local Government Budget Law 3305 (C.R.S. §29 -1 -101 et. seq.), and the TABOR Amendment (Constitution, Article X, Sec. 3306 20). 3307 3308 C. Notwithstanding anything to the contrary contained elsewhere in the contract 3309 documents, final payment shall not be made until after final settlement of this contract 3310 has been duly advertised at least ten days prior to such final payment by publication of 3311 notice thereof at least twice in a public newspaper of general circulation published in 3312 Eagle County, and the Board of County Commissioners has held a public hearing 3313 thereon and complied with C.R.S. §38 -26 -107. Final payment shall be made in 3314 accordance with the requirements of the aforesaid statute. 3315 Issued for Bid Division 5 -7 Jviation, Inc. July 10, 2015 3316 Issued for Bid July 10, 2015 Division 5 -8 Jviation, Inc. DIVISION 6 FAA ADVISORY CIRCULAR 150/5370 -2 OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION Issued for Bid Division 6 -1 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 Issued for Bid Division 6 -2 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC 15 -01 1. Purpose. This AC sets forth guidelines for operational safety on airports during construction. 2. What this AC Cancels. This AC cancels AC 150/5370 -2E, Operational Safety on Airports During Construction, dated January 17, 2003. 3. Whom This AC Affects. This AC assists airport operators in complying with Title 14 Code of Federal Regulations (CFR) Part 139, Certification of Airports (Part 139). For those certificated airports, this AC provides one way, but not the only way, of meeting those requirements. The use of this AC is mandatory for those airport construction projects receiving funds under the Airport Improvement Program (AIP) or the Passenger Facility Charge (PFC) Program. See Grant Assurance No. 34, "Policies, Standards, and Specifications," and PFC Assurance No. 9, "Standard and Specifications." While we do not require non - certificated airports without grant agreements to adhere to these guidelines, we recommend that they do so to help these airports maintain operational safety during construction. 4. Principal Changes. a. Construction activities are prohibited in safety areas while the associated runway or taxiway is open to aircraft. b. Guidance is provided in incorporating Safety Risk Management. c. Recommended checklists are provided for writing Construction Safety and Phasing Plans and for daily inspections. 5. Reading Material Related to this AC. Numerous ACs are referenced in the text of this AC. These references do not include a revision letter, as they are to be read as referring to the latest version. Appendix 1 contains a list of reading material on airport construction, design, and potential safety hazards during construction, as well as instructions for obtaining these documents. Michael J. onnell Director of Airport Safety and Standards Advisory Department U.S. De P a/ of Transportation Circular Federal Aviation Administration Subject: Operational Safety on Date: 9/29/11 AC No: 150/5370 -2F Airports During Construction Initiated by: AAS -100 1. Purpose. This AC sets forth guidelines for operational safety on airports during construction. 2. What this AC Cancels. This AC cancels AC 150/5370 -2E, Operational Safety on Airports During Construction, dated January 17, 2003. 3. Whom This AC Affects. This AC assists airport operators in complying with Title 14 Code of Federal Regulations (CFR) Part 139, Certification of Airports (Part 139). For those certificated airports, this AC provides one way, but not the only way, of meeting those requirements. The use of this AC is mandatory for those airport construction projects receiving funds under the Airport Improvement Program (AIP) or the Passenger Facility Charge (PFC) Program. See Grant Assurance No. 34, "Policies, Standards, and Specifications," and PFC Assurance No. 9, "Standard and Specifications." While we do not require non - certificated airports without grant agreements to adhere to these guidelines, we recommend that they do so to help these airports maintain operational safety during construction. 4. Principal Changes. a. Construction activities are prohibited in safety areas while the associated runway or taxiway is open to aircraft. b. Guidance is provided in incorporating Safety Risk Management. c. Recommended checklists are provided for writing Construction Safety and Phasing Plans and for daily inspections. 5. Reading Material Related to this AC. Numerous ACs are referenced in the text of this AC. These references do not include a revision letter, as they are to be read as referring to the latest version. Appendix 1 contains a list of reading material on airport construction, design, and potential safety hazards during construction, as well as instructions for obtaining these documents. Michael J. onnell Director of Airport Safety and Standards AC 150/5370 -2F September 29, 2011 Intentionally Left Blank September 29, 2011 AC 150/5370 -2F Table of Contents Chapter 1. Planning an Airfield Construction Project 1 101. Overview. 1 102. Plan for Safety. 1 103. Develop a Construction Safety and Phasing Plan (CSPP). 2 104. Who Is Responsible for Safety During Construction? 3 Chapter 2. Construction Safety and Phasing Plans 7 201. Overview. 7 202. Assume Responsibility. 7 203. Submit the CSPP. 7 204. Meet CSPP Requirements. 7 205. Coordination. 11 206. Phasing. 11 207. Areas and Operations Affected by Construction Activity. 12 208. Navigation Aid (NAVAID) Protection. 13 209. Contractor Access. 13 210. Wildlife Management. 15 211. Foreign Object Debris (FOD) Management. 16 212. Hazardous Materials (HAZMAT) Management. 16 213. Notification of Construction Activities. 16 214. Inspection Requirements. 17 215. Underground Utilities. 17 216. Penalties. 17 217. Special Conditions. 17 218. Runway and Taxiway Visual Aids. 18 219. Marking and Signs for Access Routes. 24 220. Hazard Marking, Lighting and Signing. 24 221. Protection of Runway and Taxiway Safety Areas. 26 222. Other Limitations on Construction. 28 Chapter 3. Guidelines for Writing a CSPP 31 301. General Requirements. 31 302. Applicability of Subjects. 31 303. Graphical Representations. 31 304. Reference Documents. 31 305. Restrictions. 31 306. Coordination. 31 307. Phasing. 32 308. Areas and Operations Affected By Construction. 32 309. Navigation Aid (NAVAID) Protection. 33 310. Contractor Access. 33 311. Wildlife Management. 34 312. Foreign Object Debris (FOD) Management. 34 313. Hazardous Materials (HAZMAT) Management. 34 314. Notification of Construction Activities. 35 315. Inspection Requirements. 35 316. Underground Utilities. 35 317. Penalties. 35 318. Special Conditions. 35 319. Runway and Taxiway Visual Aids. 35 320. Marking and Signs for Access Routes. 36 321. Hazard Marking and Lighting. 36 322. Protection of Runway and Taxiway Safety Areas. 36 323. Other Limitations on Construction. 36 Appendix 1. Related Reading Material 37 ill AC 150!5370 -2F September 29, 2011 Appendix 2. Definition of Terms 39 Appendix 3. Safety and Phasing Plan Checklist 43 Appendix 4. Construction Project Daily Safety Inspection Checklist 51 List of Tables Table 3 -1 Sample Operations Effects .......................................................................... ............................... 32 List of Figures Figure 2 -1 Markings for a Temporarily Closed Runway ............................................... .............................19 Figure2 -2 Taxiway Closure ........................................................................................ ............................... 20 Figure2 -3 Lighted X in Daytime ................................................................................... .............................22 Figure2-4 Lighted X at Night ...................................................................................... ............................... 22 Figure 2 -5 Interlocking Barricades .............................................................................. ............................... 25 Figure 2 -6 Low Profile Barricades ............................................................................... ............................... 25 iv September 29, 2011 AC 150/5370 -2F Chapter 1. Planning an Airfield Construction Project 101. Overview. Airports are complex environments, and procedures and conditions associated with construction activities often affect aircraft operations and can jeopardize operational safety. Safety considerations are paramount and may make operational impacts unavoidable. However, careful planning, scheduling, and coordination of construction activities can minimize disruption of normal aircraft operations and avoid situations that compromise the airport's operational safety. The airport operator must understand how construction activities and aircraft operations affect one another to be able to develop an effective plan to complete the project. While the guidance in this AC is primarily used for construction operations, some of the concepts, methods and procedures described may also enhance the day -to -day airport maintenance operations, such as lighting maintenance and snow removal operations. 102. Plan for Safety. Safety, maintaining aircraft operations, and construction costs are all interrelated. Since safety must not be compromised, the airport operator must strike a balance between maintaining aircraft operations and construction costs. This balance will vary widely depending on the operational needs and resources of the airport and will require early coordination with airport users and the FAA. As the project design progresses, the necessary construction locations, activities, and associated costs will be identified. As they are identified, their impact to airport operations must be assessed. Adjustments are made to the proposed construction activities, often by phasing the project, and/or to airport operations in order to maintain operational safety. This planning effort will ultimately result in a project Construction Safety and Phasing Plan (CSPP). The development of the CSPP takes place through the following five steps: a. Identify Affected Areas. The airport operator must determine the geographic areas on the airport affected by the construction project. Some, such as a runway extension, will be defined by the project. Others may be variable, such as the location of haul routes and material stockpiles. b. Describe Current Operations. Identify the normal airport operations in each affected area for each phase of the project. This becomes the baseline from which the impact on operations by construction activities can be measured. This should include a narrative of the typical users and aircraft operating within the affected areas. It should also include information related to airport operations: the Aircraft Reference Code (ACRC) for each runway; Airplane Design Group (ADG) and Taxiway Design Group (TDG)1 for each affected taxiway; designated approach visibility minimums; available approach and departure procedures; most demanding aircraft; declared distances; available air traffic control services; airport Surface Movement Guidance and Control System plan; and others. The applicable seasons, days and times for certain operations should also be identified as applicable. c. Allow for Temporary Changes to Operations. To the extent practical, current airport operations should be maintained during the construction. In consultation with airport users, Aircraft Rescue and Fire Fighting (ARFF) personnel, and FAA Air Traffic Organization (ATO) personnel, the airport operator should identify and prioritize the airport's most important operations. The construction activities should be planned, through project phasing if necessary, to safely accommodate these operations. When the construction activities cannot be adjusted to safely maintain current operations, regardless of their importance, then the operations must be revised accordingly. Allowable changes include temporary revisions to approach procedures, restricting certain aircraft to specific runways and taxiways, suspension of certain operations, decreased weights for some aircraft due to shortened runways, 1 Taxiway Design Group will be introduced in AC 150/5300 -13A. Chapter ,.1 Planning an Airfield Construction Project AC 150/5370 -2F September 29, 2011 and other changes. An example of a table showing temporary operations versus current operations is shown in Table 3 -1 Sample Operations Effects. d. Take Required Measures to Revised Operations. Once the level and type of aircraft operations to be maintained are identified, the airport operator must determine the measures required to safely conduct the planned operations during the construction. These measures will result in associated costs, which can be broadly interpreted to include not only direct construction costs, but also loss of revenue from impacted operations. Analysis of costs may indicate a need to reevaluate allowable changes to operations. As aircraft operations and allowable changes will vary so widely among airports, this AC presents general guidance on those subjects. e. Manage Safety Risk. Certain airport projects may require the airport operator to provide a Project Proposal Summary to help the FAA to determine the appropriate level of Safety Risk Management (SRM) documentation. The airport operator must coordinate with the appropriate FAA Airports Regional or District Office early in the development of the CSPP to determine the need for SRM documentation. See FAA Order 5200.11, FAA Airports (ARP) Safety Management System (SMS), for more information. If the FAA requires SRM documentation, the airport operator must at a minimum: (1) Notify the appropriate FAA Airports Regional or District Office during the project "scope development" phase of any project requiring a CSPP. (2) Provide documents identified by the FAA as necessary to conduct SRM. (3) Participate in the SRM process for airport projects. (4) Provide a representative to participate on the SRM panel. (5) Ensure that all applicable SRM identified risks elements are recorded and mitigated within the CSPP. 103. Develop a Construction Safety and Phasing Plan (CSPP). Development of an effective CSPP will require familiarity with many other documents referenced throughout this AC. See Appendix 1, Related Reading Material for a list of related reading material. a. List Requirements. A CSPP must be developed for each on- airfield construction project funded by the Airport Improvement Program (AIP) or the Passenger Facility Charge (PFC) program or located on an airport certificated under Part 139. As per Order 5200.11, such projects do not include construction, rehabilitation, or change of any facility that is entirely outside the air operations area, does not involve any expansion of the facility envelope and does not involve construction equipment, haul routes or placement of material in locations that require access to the air operations area, increase the facility envelope, or impact line -of- sight. Such facilities may include passenger terminals and parking or other structures. However, extraordinary circumstances may trigger the need for a Safety Assessment and a CSPP. The CSPP is subject to subsequent review and approval under the FAA's Safety Risk Management procedures (see paragraph 102.e above). Additional information may be found in Order 5200.11. b. Prepare a Safety Plan Compliance Document. The Safety Plan Compliance Document (SPCD) details how the contractor will comply with the CSPP. Also, it will not be possible to determine all safety plan details (for example specific hazard equipment and lighting, contractor's points of contact, construction equipment heights) during the development of the CSPP. The successful contractor must define such details by preparing an SPCD that the airport operator reviews for approval prior to issuance of a notice -to- proceed. The SPCD is a subset of the CSPP, similar to how a shop drawing review is a subset to the technical specifications. Chapter 1 Planning an Airfield Construction Project 2 September 29, 2011 AC 150/5370 -2F c. Assume Responsibility for the CSPP. The airport operator is responsible for establishing and enforcing the CSPP. The airport operator may use the services of an engineering consultant to help develop the CSPP. However, writing the CSPP cannot be delegated to the construction contractor. Only those details the airport operator determines cannot be addressed before contract award are developed by the contractor and submitted for approval as the SPCD. The SPCD does not restate nor propose differences to provisions already addressed in the CSPP. 104. Who Is Responsible for Safety During Construction? a. Establish a Safety Culture. Everyone has a role in operational safety on airports during construction: the airport operator, the airport's consultants, the construction contractor and subcontractors, airport users, airport tenants, ARFF personnel, Air Traffic personnel, including Technical Operations personnel, FAA Airports Division personnel, and others. Close communication and coordination between all affected parties is the key to maintaining safe operations. Such communication and coordination should start at the project scoping meeting and continue through the completion of the project. The airport operator and contractor should conduct onsite safety inspections throughout the project and immediately remedy any deficiencies, whether caused by negligence, oversight, or project scope change. b. Assess Airport Operator's Responsibilities. An airport operator has overall responsibility for all activities on an airport, including construction. This includes the predesign, design, preconstruction, construction, and inspection phases. Additional information on the responsibilities listed below can be found throughout this AC. The airport operator must: (1) Develop a CSPP that complies with the safety guidelines of Chapter 2, Construction Safety and Phasing Plans, and Chapter 3, Guidelines for Writing a CSPP. The airport operator may develop the CSPP internally or have a consultant develop the CSPP for approval by the airport operator. For tenant sponsored projects, approve a CSPP developed by the tenant or its consultant. (2) Require, review and approve the SPCD by the contractor that indicates how it will comply with the CSPP and provides details that cannot be determined before contract award. (3) Convene a preconstruction meeting with the construction contractor, consultant, airport employees and, if appropriate, tenant sponsor and other tenants to review and discuss project safety before beginning construction activity. The appropriate FAA representatives : should be invited to attend the meeting. See AC 150/5300 -9, Predesign, Prebid, and Preconstruction Conferences for Airport Grant Projects. (Note "FAA" refers to the Airports Regional or District Office, the Air Traffic Organization, Flight Standards Service, and other offices that support airport operations, flight regulations, and construction/environmental policies.) (4) Ensure contact information is accurate for each representative /point of contact identified in the CSPP and SPCD. (5) Hold weekly or, if necessary, daily safety meetings with all affected parties to coordinate activities. (6) Notify users, ARFF personnel, and FAA ATO personnel of construction and conditions that may adversely affect the operational safety of the airport via Notices to Airmen (NOTAM) and other methods, as appropriate. Convene a meeting for review and discussion if necessary. (7) Ensure construction personnel know of any applicable airport procedures and of changes to those procedures that may affect their work. (8) Ensure construction contractors and subcontractors undergo training required by the CSPP and SPCD. Chapter 1 Planning an Airfield Construction Project AC 150/5370 -2F September 29, 2011 (9) Ensure vehicle and pedestrian operations addressed in the CSPP and SPCD are coordinated with airport tenants, the airport traffic control tower (ATCT), and construction contractors. (10) At certificated airports, ensure each CSPP and SPCD is consistent with Part 139. (11) Conduct inspections sufficiently frequently to ensure construction contractors and tenants comply with the CSPP and SPCD and that there are no altered construction activities that could create potential safety hazards. (12) Resolve safety deficiencies immediately. At airports subject to 49 CFR Part 1542, Airport Security, ensure construction access complies with the security requirements of that regulation. (13) Notify appropriate parties when conditions exist that invoke provisions of the CSPP and SPCD (for example, implementation of low- visibility operations). (14) Ensure prompt submittal of a Notice of Proposed Construction or Alteration (Form 7460 -1) for conducting an aeronautical study of potential obstructions such as tall equipment (cranes, concrete pumps, other.), stock piles, and haul routes. A separate form may be filed for each potential obstruction, or one form may be filed describing the entire construction area and maximum equipment height. In the latter case, a separate form must be filed for any object beyond or higher than the originally evaluated area/height. The FAA encourages online submittal of forms for expediency. The appropriate FAA Airports Regional or District Office can provide assistance in determining which objects require an aeronautical study. (15) Promptly notify the FAA Airports Regional or District Office of any proposed changes to the CSPP prior to implementation of the change. Changes to the CSPP require review and approval by the airport operator and the FAA. Coordinate with appropriate local and other federal government agencies, such as EPA, OSHA, TSA, and the state environmental agency. c. Define Construction Contractor's Responsibilities. The contractor is responsible for complying with the CSPP and SPCD. The contractor must: (1) Submit a Safety Plan Compliance Document (SPCD) to the airport operator describing how it will comply with the requirements of the CSPP and supplying any details that could not be determined before contract award. The SPCD must include a certification statement by the contractor that indicates it understands the operational safety requirements of the CSPP and it asserts it will not deviate from the approved CSPP and SPCD unless written approval is granted by the airport operator. Any construction practice proposed by the contractor that does not conform to the CSPP and SPCD may impact the airport's operational safety and will require a revision to the CSPP and SPCD and re- coordination with the airport operator and the FAA in advance. (2) Have available at all times copies of the CSPP and SPCD for reference by the airport operator and its representatives, and by subcontractors and contractor employees. (3) Ensure that construction personnel are familiar with safety procedures and regulations on the airport. Provide a point of contact who will coordinate an immediate response to correct any construction- related activity that may adversely affect the operational safety of the airport. Many projects will require 24 -hour coverage. (4) Identify in the SPCD the contractor's on -site employees responsible for monitoring compliance with the CSPP and SPCD during construction. At least one of these employees must be on- site whenever active construction is taking place. (5) Conduct inspections sufficiently frequently to ensure construction personnel comply with the CSPP and SPCD and that there are no altered construction activities that could create potential safety hazards. Chapter 1 Planning an Airfield Construction Project 4 September 29, 2011 AC 150/5370 -2F (6) Restrict movement of construction vehicles and personnel to permitted construction areas by flagging, barricading, erecting temporary fencing, or providing escorts, as appropriate and as specified in the CSPP and SPCD. (7) Ensure that no contractor employees, employees of subcontractors or suppliers, or other persons enter any part of the air operations area (AOA) from the construction site unless authorized. (8) Ensure prompt submittal through the airport operator of Form 7460 -1 for the purpose of conducting an aeronautical study of contractor equipment such as tall equipment (cranes, concrete pumps, other equipment), stock piles, and haul routes when different from cases previously filed by the airport operator. The FAA encourages online submittal of forms for expediency. d. Define Tenant's Responsibilities if planning construction activities on leased property. Airport tenants, such as airline operators, fixed base operators, and FAA ATO/Technical Operations sponsoring construction must: (1) Develop, or have a consultant develop, a project specific CSPP and submit it to the airport operator for certification and subsequent approval by the FAA. The approved CSPP must be made part of any contract awarded by the tenant for construction work. (2) In coordination with its contractor, develop an SPCD and submit it to the airport operator for approval to be issued prior to issuance of a Notice to Proceed. (3) Ensure that construction personnel are familiar with safety procedures and regulations on the airport. (4) Provide a point of contact of who will coordinate an immediate response to correct any construction- related activity that may adversely affect the operational safety of the airport. (5) Identify in the SPCD the contractor's on -site employees responsible for monitoring compliance with the CSPP and SPCD during construction. At least one of these employees must be on- site whenever active construction is taking place. (6) Ensure that no tenant or contractor employees, employees of subcontractors or suppliers, or any other persons enter any part of the AOA from the construction site unless authorized. (7) Restrict movement of construction vehicles to construction areas by flagging and barricading, erecting temporary fencing, or providing escorts, as appropriate, and as specified in the CSPP and SPCD. (8) Ensure prompt submittal through the airport operator of Form 7460 -1 for the purpose of conducting an aeronautical study of contractor equipment such as tall equipment (cranes, concrete pumps, other.), stock piles, and haul routes. The FAA encourages online submittal of forms for expediency. Chapter 1 Planning an Airfield Construction Project AC 150/5370 -2F September 29, 2011 Intentionally Left Blank Chapter 1 Planning an Airfield Construction Project September 29, 2011 AC 150/5370 -217 Chapter 2. Construction Safety and Phasing Plans Section 1. Basic Considerations 201. Overview. Aviation safety is the primary consideration at airports, especially during construction. The airport operator's Construction Safety and Phasing Plan (CSPP) and the contractor's Safety Plan Compliance Document (SPCD) are the primary tools to ensure safety compliance when coordinating construction activities with airport operations. These documents identify all aspects of the construction project that pose a potential safety hazard to airport operations and outline respective mitigation procedures for each hazard. They must provide all information necessary for the Airport Operations department to conduct airfield inspections and expeditiously identify and correct unsafe conditions during construction. All aviation safety provisions included within the project drawings, contract specifications, and other related documents must also be reflected in the CSPP and SPCD. 202. Assume Responsibility. Operational safety on the airport remains the airport operator's responsibility at all times. The airport operator must develop, certify, and submit for FAA approval each CSPP. It is the airport operator's responsibility to apply the requirements of the FAA approved CSPP. The airport operator must revise the CSPP when conditions warrant changes and must submit the revised CSPP to the FAA for approval. The airport operator must also require and approve a SPCD from the project contractor. 203. Submit the CSPP. Construction Safety and Phasing Plans should be developed concurrently with the project design. Milestone versions of the CSPP should be submitted for review and approval as follows. While these milestones are not mandatory, early submission will help to avoid delays. Submittals are preferred in 8.5 x 11 in or 11 x 17 in format for compatibility with the FAA's Obstruction Evaluation % Airport Airspace Analysis (OE / AAA) process. a. Submit an Outline/Draft. By the time approximately 25% to 30% of the project design is completed, the principal elements of the CSPP should be established. Airport operators are encouraged to submit an outline or draft, detailing all CSPP provisions developed to date, to the FAA for review at this stage of the project design. b. Submit a Construction Safety and Phasing Plan (CSPP). The CSPP should be formally submitted for FAA approval when the project design is 80% to 90% complete. Since provisions in the CSPP will influence contract costs, it is important to obtain FAA approval in time to include all such provisions in the procurement contract. c. Submit a Safety Plan Compliance Document (SPCD). The contractor should submit the SPCD to the airport operator for approval to be issued prior to the Notice to Proceed. d. Submit CSPP Revisions. All revisions to the CSPP or SPCD should be submitted to the FAA for approval as soon as required changes are identified. 204. Meet CSPP Requirements. a. To the extent possible, the CSPP should address the following as outlined in Section 2, Plan Requirements and Chapter 3, Guidelines for Writing a CSPP, as appropriate. Details that cannot be determined at this stage are to be included in the SPCD. (1) Coordination. Chapter 2 Construction Safety and Phasing Plans AC 150/5370 -2F September 29, 2011 (a) Contractor progress meetings. (b) Scope or schedule changes. (c) FAA ATO coordination. (2) Phasing. (a) Phase elements. (b) Construction safety drawings (3) Areas and operations affected by the construction activity. (a) Identification of affected areas. (b) Mitigation of effects. (4) Protection of navigation aids (NAVAIDs). (5) Contractor access. (a) Location of stockpiled construction materials. (b) Vehicle and pedestrian operations. (6) Wildlife management. (7) (g) (9) (10) (11) (12) (13) (14) (a) Trash. (b) Standing water. (c) Tall grass and seeds. (d) Poorly maintained fencing and gates. (e) Disruption of existing wildlife habitat. Foreign Object Debris (FOD) management. Hazardous materials (HAZMAT) management Notification of construction activities. (a) Maintenance of a list of responsible representatives / points of contact. (b) Notices to Airmen (NOTAM). (c) Emergency notification procedures. (d) Coordination with ARFF Personnel. (e) Notification to the FAA. Inspection requirements. (a) Daily (or more frequent) inspections. (b) Final inspections. Underground utilities. Penalties. Special conditions. Runway and taxiway visual aids. Marking, lighting, signs, and visual NAVAIDs. Chapter 2 Construction Safety and Phasing Plans 8 September 29, 2011 AC 150/5370 -2F (a) General. (b) Markings. (c) Lighting and visual NAVAIDs. (d) Signs. (15) Marking and signs for access routes. (16) Hazard marking and lighting. (a) Purpose. (b) Equipment. (17) Protection. Of runway and taxiway safety areas, object free areas, obstacle free zones, and approach/departure surfaces (a) Runway Safety Area (RSA). (b) Runway Object Free Area (ROFA). (c) Taxiway Safety Area (TSA). (d) Taxiway Object Free Area (TOFA). (e) Obstacle Free Zone (OFZ). (f) Runway approach/departure surfaces. (18) Other limitations on construction. (a) Prohibitions. (b) Restrictions. b. The Safety Plan Compliance Document (SPCD) should include a general statement by the construction contractor that he /she has read and will abide by the CSPP. In addition, the SPCD must include all supplemental information that could not be included in the CSPP prior to the contract award. The contractor statement should include the name of the contractor, the title of the project CSPP, the approval date of the CSPP, and a reference to any supplemental information (that is, 1, Name of Contractor, have read the Title of Project CSPP, approved on Date, and will abide by it as written and with the following additions as noted: "). The supplemental information in the SPCD should be written to match the format of the CSPP indicating each subject by corresponding CSPP subject number and title. If no supplemental information is necessary for any specific subject, the statement, "No supplemental information," should be written after the corresponding subject title. The SPCD should not duplicate information in the CSPP: (1) Coordination. Discuss details of proposed safety meetings with the airport operator and with contractor employees and subcontractors. (2) Phasing. Discuss proposed construction schedule elements, including: (a) Duration of each phase. (b) Daily start and finish of construction, including "night only" construction. (c) Duration of construction activities during: (i) Normal runway operations. (ii) Closed runway operations. 9 Chapter 2 Construction Safety and Phasing Plans AC 150/5370 -217 September 29, 2011 (iii) Modified runway "Aircraft Reference Code" usage. (3) Areas and operations affected by the construction activity. These areas and operations should be identified in the CSPP and should not require an entry in the SPCD. (4) Protection of NAVAIDs. Discuss specific methods proposed to protect operating NAVAIDs. (5) Contractor access. Provide the following: (a) Details on how the contractor will maintain the integrity of the airport security fence (gate guards, daily log of construction personnel, and other). requested). radio. (b) Listing of individuals requiring driver training (for certificated airports and as (c) Radio communications. (i) Types of radios and backup capabilities. (ii) Who will be monitoring radios. (iii) Whom to contact if the ATCT cannot reach the contractor's designated person by (d) Details on how the contractor will escort material delivery vehicles. (6) Wildlife management. Discuss the following: (a) Methods and procedures to prevent wildlife attraction. (b) Wildlife reporting procedures. (7) Foreign Object Debris (FOD) management. Discuss equipment and methods for control of FOD, including construction debris and dust. (8) Hazardous material (HAZMAT) management. Discuss equipment and methods for responding to hazardous spills. (9) Notification of construction activities. Provide the following: (a) Contractor points of contact. (b) Contractor emergency contact. (c) Listing of tall or other requested equipment proposed for use on the airport and the timeframe for submitting 7460 -1 forms not previously submitted by the airport operator. (d) Batch plant details, including 7460 -1 submittal. (10) Inspection requirements. Discuss daily (or more frequent) inspections and special inspection procedures. (11) Underground utilities. Discuss proposed methods of identifying and protecting underground utilities. (12) Penalties. Penalties should be identified in the CSPP and should not require an entry in the SPCD. (13) Special conditions. Discuss proposed actions for each special condition identified in the CSPP. (14) Runway and taxiway visual aids. Including marking, lighting, signs, and visual NAVAIDs. Discuss proposed visual aids including the following: Chapter 2 Construction Safety and Phasing Plans 10 29, 2011 AC 150/5370 -2F (a) Equipment and methods for covering signage and airfield lights. (b) Equipment and methods for temporary closure markings (paint, fabric, other). (c) Types of temporary Visual Guidance Slope Indicators (VLSI). (15) Marking and signs for access routes. Discuss proposed methods of demarcating access routes for vehicle drivers. (16) Hazard marking and lighting. Discuss proposed equipment and methods for identifying excavation areas. (17) Protection of runway and taxiway safety areas. including object free areas, obstacle free zones, and approach/departure surfaces. Discuss proposed methods of identifying, demarcating, and protecting airport surfaces including: (a) Equipment and methods for maintaining Taxiway Safety Area standards. (b) Equipment and methods for separation of construction operations from aircraft operations, including details of barricades. (18) Other limitations on construction should be identified in the CSPP and should not require an entry in the SPCD. Section 2. Plan Requirements 205. Coordination. Airport operators, or tenants conducting construction on their leased properties, should use predesign, prebid, and preconstruction conferences to introduce the subject of airport operational safety during construction (see AC. 150/5300-9). In addition, the following should be coordinated as required: a. Contractor Progress Meetings. Operational safety should be a standing agenda item for discussion during progress meetings throughout the project. b. Scope or Schedule Changes. Changes in the scope or duration of the project may necessitate revisions to the CSPP and review and approval by the airport operator and the FAA. c. FAA ATO Coordination. Early coordination with FAA ATO is required to schedule airway facility shutdowns and restarts. Relocation or adjustments to NAVAIDs, or changes to final grades in critical areas, may require an FAA flight inspection prior to restarting the facility. Flight inspections must be coordinated and scheduled well in advance of the intended facility restart. Flight inspections may require a reimbursable agreement between the airport operator and FAA ATO. Reimbursable agreements should be coordinated a minimum of 12 months prior to the start of construction. (See 213.e(3)(b) for required FAA notification regarding FAA owned NAVAIDs.) 206. Phasing. Once it has been determined what types and levels of airport operations will be maintained, the most efficient sequence of construction may not be feasible. In such a case, the sequence of construction may be phased to gain maximum efficiency while allowing for the required operations. The development of the resulting construction phases should be coordinated with local Air Traffic personnel and airport users. The sequenced construction phases established in the CSPP must be incorporated into the project design and must be reflected in the contract drawings and specifications. a. Phase Elements. For each phase the CSPP should detail: • Areas closed to aircraft operations 11 Chapter 2 Construction Safety and Phasing Plans AC 150/5370 -2F September 29, 2011 • Duration of closures • Taxi routes • ARFF access routes • Construction staging areas • Construction access and haul routes • Impacts to NAVAIDs • Lighting and marking changes • Available runway length • Declared distances (if applicable) • Required hazard marking and lighting • Lead times for required notifications b. Construction Safety Drawings. Drawings specifically indicating operational safety procedures and methods in affected areas (that is, construction safety drawings) should be developed for each construction phase. Such drawings should be included in the CSPP as referenced attachments and should likewise be included in the contract drawing package. 207. Areas and Operations Affected by Construction Activity. Runways and taxiways should remain in use by aircraft to the maximum extent possible without compromising safety. Pre - meetings with the FAA Air Traffic Organization (ATO) will support operational simulations. See Chapter 3 for an example of a table showing temporary operations versus current operations. a. Identification of Affected Areas. Identifying areas and operations affected by the construction will help to determine possible safety problems. The affected areas should be indentified in the construction safety drawings for each construction phase. (See 206.b above.) Of particular concern are: (1) Closing, or partial closing, of runways, taxiways and aprons. When a runway is partially closed, a portion of the pavement is unavailable for any aircraft operation, meaning taxiing, landing, or taking off in either direction on that pavement is prohibited. A displaced threshold, by contrast, is established to ensure obstacle clearance and adequate safety area for landing aircraft. The pavement prior to the displaced threshold is available for take -off in the direction of the displacement and for landing and taking off in the opposite direction. Misunderstanding this difference, and issuance of a subsequently inaccurate NOTAM, can lead to a hazardous condition. (2) Closing of Aircraft Rescue and Fire Fighting access routes. (3) Closing of access routes used by airport and airline support vehicles. (4) Interruption of utilities, including water supplies for fire fighting. (5) Approach /departure surfaces affected by heights of objects. (6) Construction areas, storage areas, and access routes near runways, taxiways, aprons, or helipads. b. Mitigation of Effects. Establishment of specific procedures is necessary to maintain the safety and efficiency of airport operations. The CSPP must address: (1) Temporary changes to runway and /or taxi operations. (2) Detours for ARFF and other airport vehicles. Chapter 2 Construction Safety and Phasing Plans 12 September 29, 2011 AC 150/5370 -2F (3) Maintenance of essential utilities. (4) Temporary changes to air traffic control procedures. Such changes must be coordinated with the ATO. 208. Navigation Aid ( NAVAID) Protection. Before commencing construction activity, parking vehicles, or storing construction equipment and materials near a NAVAID, coordinate with the appropriate FAA ATO /Technical Operations office to evaluate the effect of construction activity and the required distance and direction from the NAVAID. (See paragraph 213.e(3) below.) Construction activities, materials /equipment storage, and vehicle parking near electronic NAVAIDs require special consideration since they may interfere with signals essential to air navigation. If any NAVAID may be affected, the CSPP and SPCD must show an understanding of the "critical area" associated with each NAVAID and describe how it will be protected. Where applicable, the operational critical areas of NAVAIDs should be graphically delineated on the project drawings. Pay particular attention to stockpiling material, as well as to movement and parking of equipment that may interfere with line of sight from the ATCT or with electronic emissions. Interference from construction equipment and activities may require NAVAID shutdown or adjustment of instrument approach minimums for low visibility operations. This condition requires that a NOTAM be filed (see paragraph 213.b below). Construction activities and materials /equipment storage near a NAVAID must not obstruct access to the equipment and instruments for maintenance. Submittal of a 7460 -1 form is required for construction vehicles operating near FAA NAVAIDs. (See paragraph 213.e(1) below.) 209. Contractor Access. The CSPP must detail the areas to which the contractor must have access, and explain how contractor personnel will access those areas. Specifically address: a. Location of Stockpiled Construction Materials. Stockpiled materials and equipment storage are not permitted within the RSA and OFZ, and if possible should not be permitted within the Object Free Area (OFA) of an operational runway. Stockpiling material in the OFA requires submittal of a 7460 -1 form and justification provided to the appropriate FAA Airports Regional or District Office for approval. The airport operator must ensure that stockpiled materials and equipment adjacent to these areas are prominently marked and lighted during hours of restricted visibility or darkness. (See paragraph 218.b below.) This includes determining and verifying that materials are stabilized and stored at an approved location so as not to be a hazard to aircraft operations and to prevent attraction of wildlife and foreign object damage. See paragraphs 210 and 211 below. b. Vehicle and Pedestrian Operations. The CSPP should include specific vehicle and pedestrian requirements. Vehicle and pedestrian access routes for airport construction projects must be controlled to prevent inadvertent or unauthorized entry of persons, vehicles, or animals onto the AOA. The airport operator should coordinate requirements for vehicle operations with airport tenants, contractors, and the FAA air traffic manager. In regard to vehicle and pedestrian operations, the CSPP should include the following, and detail associated training requirements: (1) Construction site parking. Designate in advance vehicle parking areas for contractor employees to prevent any unauthorized entry of persons or vehicles onto the AOA. These areas should provide reasonable contractor employee access to the job site. (2) Construction equipment parking. Contractor employees must park and service all construction vehicles in an area designated by the airport operator outside the OFZ and never in the safety area of an active runway or taxiway. Unless a complex setup procedure makes movement of specialized equipment infeasible, inactive equipment must not be parked on a closed taxiway or runway. If it is necessary to leave specialized equipment on a closed taxiway or runway at night, the equipment must be well lighted. Employees should also park construction vehicles outside the OFA when not in use by 13 Chapter 2 Construction Safety and Phasing Plans AC 150/5370 -2F September 29, 2011 construction personnel (for example, overnight, on weekends, or during other periods when construction is not active). Parking areas must not obstruct the clear line of sight by the ATCT to any taxiways or runways under air traffic control nor obstruct any runway visual aids, signs, or navigation aids. The FAA must also study those areas to determine effects on airport design criteria, surfaces established by 14 CFR Part 77, Safe, Efficient Use, and Preservation of the Navigable Airspace (Part 77), and on NAVAIDs and Instrument Approach Procedures (IAP). See paragraph 213.e(1) below for further information. (3) Access and haul roads. Determine the construction contractor's access to the construction sites and haul roads. Do not permit the construction contractor to use any access or haul roads other than those approved. Access routes used by contractor vehicles must be clearly marked to prevent inadvertent entry to areas open to airport operations. Pay special attention to ensure that if construction traffic is to share or cross any ARFF routes that ARFF right of way is not impeded at any time, and that construction traffic on haul roads does not interfere with NAVAIDs or approach surfaces of operational runways. (4) Marking and lighting of vehicles in accordance with AC 150/5210 -5, Painting, Marking, and Lighting of Vehicles Used on an Airport. (5) Description of proper vehicle operations on various areas under normal, lost communications, and emergency conditions. (6) Required escorts. (7) Training requirements for vehicle drivers to ensure compliance with the airport operator's vehicle rules and regulations. Specific training should be provided to those vehicle operators providing escorts. See AC 150/5210 -20, Ground Vehicle Operations on Airports, for information on training and records maintenance requirements. (8) Situational awareness. Vehicle drivers must confirm by personal observation that no aircraft is approaching their position (either in the air or on the ground) when given clearance to cross a runway, taxiway, or any other area open to airport operations. In addition, it is the responsibility of the escort vehicle driver to verify the movement/position of all escorted vehicles at any given time. (9) Two -way radio communication procedures. (a) General. The airport operator must ensure that tenant and construction contractor personnel engaged in activities involving unescorted operation on aircraft movement areas observe the proper procedures for communications, including using appropriate radio frequencies at airports with and without ATCT. When operating vehicles on or near open runways or taxiways, construction personnel must understand the critical importance of maintaining radio contact, as directed by the airport operator, with: (i) Airport operations (ii) ATCT (iii) Common Traffic Advisory Frequency (CTAF), which may include UNICOM, ui1i1111CK�7T� (iv) Automatic Terminal Information Service (ATIS). This frequency is useful for monitoring conditions on the airport. Local air traffic will broadcast information regarding construction related runway closures and "shortened" runways on the ATIS frequency. (b) Areas requiring two -way radio communication with the ATCT. Vehicular traffic crossing active movement areas must be controlled either by two -way radio with the ATCT, escort, flagman, signal light, or other means appropriate for the particular airport. Chapter 2 Construction Safety and Phasing Plans 14 September 29, 2011 AC 150/5370 -2F (c) Frequencies to be used. The airport operator will specify the frequencies to be used by the contractor, which may include the CTAF for monitoring of aircraft operations. Frequencies may also be assigned by the airport operator for other communications, including any radio frequency in compliance with Federal Communications Commission requirements. At airports with an ATCT, the airport operator will specify the frequency assigned by the ATCT to be used between contractor vehicles and the ATCT. (d) Proper radio usage, including read back requirements. (e) Proper phraseology, including the International Phonetic Alphabet. (f) Light gun signals. Even though radio communication is maintained, escort vehicle drivers must also familiarize themselves with,ATCT light gun signals in the event of radio failure. See the FAA safety placard "Ground Vehicle Guide to Airport Signs and Markings." This safety placard may be downloaded through the Runway Safety Program Web site at htip: / /www.faa.uov /airports/ runway safety /publications/ (See "Signs & Markings Vehicle Dashboard Sticker ".) or obtained from the FAA Airports Regional Office. (10) Maintenance of the secured area of the airport, including: (a) Fencing and gates. Airport operators and contractors must take care to maintain security during construction when access points are created in the security fencing to permit the passage of construction vehicles or personnel. Temporary gates should be equipped so they can be securely closed and locked to prevent access by animals and unauthorized people. Procedures should be in place to ensure that only authorized persons and vehicles have access to the AOA and to prohibit "piggybacking" behind another person or vehicle. The Department of Transportation (DOT) document DOT/FAA/AR- 00/52, Recommended Security Guidelines for Airport Planning and Construction, provides more specific information on fencing. A copy of this document can be obtained from the Airport Consultants Council, Airports Council International, or American Association of Airport Executives. (b) Badging requirements. (c) Airports subject to 49 CFR Part 1542, Airport Security, must meet standards for access control, movement of ground vehicles, and identification of construction contractor and tenant personnel 210. Wildlife Management. The CSPP and SPCD must be in accordance with the airport operator's wildlife hazard management plan, if applicable. See also AC 150/5200 -33, Hazardous Wildlife Attractants On or Near Airports, and Certalert 98 -05, Grasses Attractive to Hazardous Wildlife. Construction contractors must carefully control and continuously remove waste or loose materials that might attract wildlife. Contractor personnel must be aware of and avoid construction activities that can create wildlife hazards on airports, such as: a. Trash. Food scraps must be collected from construction personnel activity. b. Standing Water. c. Tall Grass and Seeds. Requirements for turf establishment can be at odds with requirements for wildlife control. Grass seed is attractive to birds. Lower quality seed mixtures can contain seeds of plants (such as clover) that attract larger wildlife. Seeding should comply with the guidance in AC 150/5370 -10, Standards for Specifying Construction of Airports, Item T -901, Seeding. Contact the local office of the United Sates Department of Agriculture Soil Conservation Service or the State University Agricultural Extension Service (County Agent or equivalent) for assistance and recommendations. These agencies can also provide liming and fertilizer recommendations. 15 Chapter 2 Construction Safety and Phasing Plans AC 150/5370 -2F September 29, 2011 d. Poorly Maintained Fencing and Gates. See 209.b(10)(a) above. e. Disruption of Existing Wildlife Habitat. While this will frequently be unavoidable due to the nature of the project, the CSPP should specify under what circumstances (location, wildlife type) contractor personnel should immediately notify the airport operator of wildlife sightings. 211. Foreign Object Debris (FOD) Management. Waste and loose materials, commonly referred to as FOD, are capable of causing damage to aircraft landing gears, propellers, and jet engines. Construction contractors must not leave or place FOD on or near active aircraft movement areas. Materials capable of creating FOD must be continuously removed during the construction project. Fencing (other than security fencing) may be necessary to contain material that can be carried by wind into areas where aircraft operate. See AC 150/5210 -24, Foreign Object Debris (FOD) Management. 212. Hazardous Materials (HAZMAT) Management. Contractors operating construction vehicles and equipment on the airport must be prepared to expeditiously contain and clean-up spills resulting from fuel or hydraulic fluid leaks. Transport and handling of other hazardous materials on an airport also requires special procedures. See AC 150/5320 -15, Management of Airport Industrial Waste. 213. Notification of Construction Activities. The CSPP and SPCD must detail procedures for the immediate notification of airport users and the FAA of any conditions adversely affecting the operational safety of the airport. It must address the notification actions described below, as applicable. a. List of Responsible Representatives / points of contact for all involved parties, and procedures for contacting each of them, including after hours. b. NOTAMs. Only the airport operator may initiate or cancel NOTAMs on airport conditions, and is the only entity that can close or open a runway. The airport operator must coordinate the issuance, maintenance, and cancellation of NOTAMs about airport conditions resulting from construction activities with tenants and the local air traffic facility (control tower, approach control, or air traffic control center), and must provide information on closed or hazardous conditions on airport movement areas to the FAA Flight Service Station (FSS) so it can issue a NOTAM. The airport operator must file and maintain a list of authorized representatives with the FSS. Refer to AC 150/5200 -28, Notices to Airmen (NOTAMs) for Airport Operators, for a sample NOTAM form. Only the FAA may issue or cancel NOTAMs on shutdown or irregular operation of FAA owned facilities. Any person having reason to believe that a NOTAM is missing, incomplete, or inaccurate must notify the airport operator. See paragraph 207.a(1) above regarding issuing NOTAMs for partially closed runways versus runways with displaced thresholds. c. Emergency notification procedures for medical, fire fighting, and police response. d. Coordination with ARFF. The CSPP must detail procedures for coordinating through the airport sponsor with ARFF personnel, mutual aid providers, and other emergency services if construction requires: • The deactivation and subsequent reactivation of water lines or fire hydrants, or • The rerouting, blocking and restoration of emergency access routes, or • The use of hazardous materials on the airfield. e. Notification to the FAA. (1) Part 77. Any person proposing construction or alteration of objects that affect navigable airspace, as defined in Part 77, must notify the FAA. This includes construction equipment and proposed Chapter 2 Construction Safety and Phasing Plans 16 September 29, 2011 AC 150/5370 -2F parking areas for this equipment (i.e. cranes, graders, other equipment) on airports. FAA Form 7460 -1, Notice of Proposed Construction or Alteration, can be used for this purpose and submitted to the appropriate FAA Airports Regional or District Office. See Appendix 1, Related Reading Material, to download the form. Further guidance is available on the FAA web site at oeaaa.faa.gov. (2) Part 157. With some exceptions, Title 14 CFR Part 157, Notice of Construction, Alteration, Activation, and Deactivation of Airports, requires that the airport operator notify the FAA in writing whenever a non - Federally funded project involves the construction of a new airport; the construction, realigning, altering, activating, or abandoning of a runway, landing strip, or associated taxiway; or the deactivation or abandoning of an entire airport. Notification involves submitting FAA Form 7480 -1, Notice of Landing Area Proposal, to the nearest FAA Airports Regional or District Office. See Appendix 1, Related Reading Material to download the form. (3) NAVAIDS. For emergency (short- notice) notification about impacts to both airport owned and FAA owned NAVAIDs, contact: 866432 -2622. (a) Airport owned/FAA maintained. If construction operations require a shutdown of more than 24 hours, or more than 4 hours daily on consecutive days, of a NAVAID owned by the airport but maintained by the FAA, provide a 45 -day minimum notice to FAA ATO /Technical Operations prior to facility shutdown. (b) FAA owned. (i) General. The airport operator must notify the appropriate FAA ATO Service Area Planning and Requirements (P &R) Group a minimum of 45 days prior to implementing an event that causes impacts to NAVAIDs. (Impacts to FAA equipment covered by a Reimbursable Agreement (RA) do not have to be reported by the airport operator.) (ii) Coordinate work for an FAA owned NAVAID shutdown with the local FAA ATO/Technical Operations office, including any necessary reimbursable agreements and flight checks. Detail procedures that address unanticipated utility outages and cable cuts that could impact FAA NAVAIDs. In addition, provide seven days notice to schedule the actual shutdown. 214. Inspection Requirements. a. Daily Inspections. Inspections should be conducted at least daily, but more frequently if necessary to ensure conformance with the CSPP. A sample checklist is provided in Appendix 3, Safety and Phasing Plan Checklist. See also AC 150 /5200 -18, Airport Safety Self- Inspection. b. Final Inspections. New runways and extended runway closures may require safety inspections at certificated airports prior to allowing air carrier service. Coordinate with the FAA Airport Certification Safety Inspector (ACSI) to determine if a final inspection will be necessary. 215. Underground Utilities. The CSPP and/or SPCD must include procedures for locating and protecting existing underground utilities, cables, wires, pipelines, and other underground facilities in excavation areas. This may involve coordinating with public utilities and FAA ATO /Technical Operations. Note that "One Call" or "Miss Utility" services do not include FAA ATO/Technical Operations 216. Penalties. The CSPP should detail penalty provisions for noncompliance with airport rules and regulations and the safety plans (for example, if a vehicle is involved in a runway incursion). Such penalties typically include rescission of driving privileges or access to the AOA. 217. Special Conditions. The CSPP must detail any special conditions that affect the operation of the 17 Chapter 2 Construction Safety and Phasing Plans AC 150/5370 -2F September 29, 2011 airport and will require the activation of any special procedures (for example, low- visibility operations, snow removal, aircraft in distress, aircraft accident, security breach, Vehicle / Pedestrian Deviation (VPD) and other activities requiring construction suspension/resumption). 218. Runway and Taxiway Visual Aids. Includes marking, lighting, signs, and visual NAVAIDS. The CSPP must ensure that areas where aircraft will be operating are clearly and visibly separated from construction areas, including closed runways. Throughout the duration of the construction project, verify that these areas remain clearly marked and visible at all times and that marking, lighting, signs, and visual NAVAIDs remain in place and operational. The CSPP must address the following, as appropriate: a. General. Airport markings, lighting, signs, and visual NAVAIDs must be clearly visible to pilots, not misleading, confusing, or deceptive. All must be secured in place to prevent movement by prop wash, jet blast, wing vortices, or other wind currents and constructed of materials that would minimize damage to an aircraft in the event of inadvertent contact. b. Markings. Markings must be in compliance with the standards of AC 150/5340 -1, Standards for Airport Markings. Runways and runway exit taxiways closed to aircraft operations are marked with a yellow X. The preferred visual aid to depict temporary runway closure is the lighted X signal placed on or near the runway designation numbers. (See paragraph 218.b(1)(b) below.) (1) Closed Runways and Taxiways. (a) Permanently Closed Runways. For runways, obliterate the threshold marking, runway designation marking, and touchdown zone markings, and place Xs at each end and at 1,000 -foot (300 m) intervals. Chapter 2 Construction Safety and Phasing Plans 18 September 29, 2011 AC 150/5370 -217 (b) Temporarily Closed Runways. For runways that have been temporarily closed, place an X at the each end of the runway directly on or as near as practicable to the runway designation numbers. Figure 2 -1 illustrates. Figure 2 -1 Marldngs for a Temporarily Closed Runway (c) Partially Closed Runways and Displaced Thresholds. When threshold markings are needed to identify the temporary beginning of the runway that is available for landing, the markings must comply with AC 150/5340 -1. An X is not used on a partially closed runway or a runway with a displaced threshold. See paragraph 207.a(1) above for the difference between partially closed runways and runways with displaced thresholds. (i) Partially Closed Runways. Pavement markings for temporary closed portions of the runway consist of a runway threshold bar and yellow chevrons to identify pavement areas that are unsuitable for takeoff or landing (see AC 150/5340 -1). (ii) Displaced Thresholds. Pavement markings for a displaced threshold consist of a runway threshold bar and white arrowheads with and without arrow shafts. These markings are required to identify the portion of the runway before the displaced threshold to provide centerline guidance for pilots during approaches, takeoffs, and landing rollouts from the opposite direction. See AC 150/5340 -1. 19 Chapter 2 Construction Safety and Phasing Plans AC 150/5370 -2F (d) Taxiways. September 29, 2011 (i) Permanently Closed Taxiways. AC 150/5300 -13 notes that it is preferable to remove the pavement, but for pavement that is to remain, place an X at the entrance to both ends of the closed section. Obliterate taxiway centerline markings, including runway leadoff lines, leading to the closed taxiway. Figure 2 -2 illustrates. Figure 2 -2 Taxiway Closure (ii) Temporarily Closed Taxiways. Place barricades outside the safety area of intersecting taxiways. For runway /taxiway intersections, place an X at the entrance to the closed taxiway from the runway. If the taxiway will be closed for an extended period, obliterate taxiway centerline markings, including runway leadoff lines, leading to the closed section. If the centerline markings will be reused upon reopening the taxiway, it is preferable to paint over the marking. This will result in less damage to the pavement when the upper layer of paint is ultimately removed. (e) Temporarily Closed Airport. When the airport is closed temporarily, mark all the runways as closed. Chapter 2 Construction Safety and Phasing Plans 20 w �_ • •., RAM OV E'L,E A,p -QN, • Y CENTERtINE IF TAXIWA -Y CL09 URE ' v; IS NOT IN S TA LLE9y. MARK R ' - msss�f� rN A . .C4d5�4 . . . . LL � < TAX1'W AY A. ` tOW PROFILE' ' BARRICADE MTW FL ®61,1ER6 . . 1 Figure 2 -2 Taxiway Closure (ii) Temporarily Closed Taxiways. Place barricades outside the safety area of intersecting taxiways. For runway /taxiway intersections, place an X at the entrance to the closed taxiway from the runway. If the taxiway will be closed for an extended period, obliterate taxiway centerline markings, including runway leadoff lines, leading to the closed section. If the centerline markings will be reused upon reopening the taxiway, it is preferable to paint over the marking. This will result in less damage to the pavement when the upper layer of paint is ultimately removed. (e) Temporarily Closed Airport. When the airport is closed temporarily, mark all the runways as closed. Chapter 2 Construction Safety and Phasing Plans 20 September 29, 2011 AC 150/5370 -2F (i) If unable to paint temporary markings on the pavement, construct them from any of the following materials: fabric, colored plastic, painted sheets of plywood, or similar materials. They must be properly configured and appropriately secured to prevent movement by prop wash, jetblast, or other wind currents. (ii) It may be necessary to remove or cover runway markings, including but not limited to, runway designation markings, threshold markings, centerline markings, edge stripes, touchdown zone markings and aiming point markings, depending on the length of construction and type of activity at the airport. When removing runway markings, apply the same treatment to areas between stripes or numbers, as the cleaned area will appear to pilots as a marking in the shape of.the treated area. (iii) If it is not possible to install threshold bars, chevrons, and arrows on the pavement, temporary outboard markings may be used. Locate them outside of the runway pavement surface on both sides of the runway. The dimension along the runway direction must be the same as if installed on the pavement. The lateral dimension must be at least one -half that of on- pavement markings. If the markings are not discernable on grass or snow, apply a black background with appropriate material over the ground to ensure they are clearly visible. (iv) The application rate of paint to mark a short-term temporary runway and taxiway markings may deviate from the standard (see Item P -620, "Runway and Taxiway Painting," in AC 150/5370 -10), but the dimensions must meet the existing standards. (f) Lighting and Visual NAVAIDs. This paragraph refers to standard runway and taxiway lighting systems. See below for hazard lighting. Lighting must be in conformance with AC 150/5340 -30, Design and Installation Details for Airport Visual Aids, and AC 150/5345 -50, Specification for Portable' Runway and Taxiway Lights. When disconnecting runway and taxiway lighting fixtures, disconnect the associated isolation transformers. Alternately, cover the light fixture in such a way as to prevent light leakage. Avoid removing the lamp from energized fixtures because an excessive number of isolation transformers with open secondaries may damage the regulators and/or increase the current above its normal value. Secure, identify, and place any above ground temporary wiring in conduit to prevent electrocution and fire ignition sources. (2) Permanently Closed Runways and Taxiways. For runways and taxiways that have been permanently closed, disconnect the lighting circuits. 21 Chapter 2 Construction Safety and Phasing Plans AC 150/5370 -2F September 29, 2011 (3) Temporarily Closed Runways. If available, use a lighted X, both at night and during the day, placed at each end of the runway facing the approach. The use of a lighted X is required if night work requires runway lighting to be on. See AC 150/5345 -55, Specification for L -893, Lighted Visual Aid to Indicate Temporary Runway Closure. For runways that have been temporarily closed, but for an extended period, and for those with pilot controlled lighting, disconnect the lighting circuits or secure switches to prevent inadvertent activation. For runways that will be opened periodically, coordinate procedures with the FAA air traffic manager or, at airports without an ATCT, the airport operator. Activate stop bars if available. Figure 2 -3 shows a lighted X by day. Figure 2-4 shows a lighted X at night. Figure 2 -3 Lighted X in Daytime Figure 2 -4 Lighted X at Night (4) Partially Closed Runways and Displaced Thresholds. When a runway is partially closed, a portion of the pavement is unavailable for any aircraft operation, meaning taxiing and landing or Chapter 2 Construction Safety and Phasing Plans 22 September 29, 2011 AC 150/5370 -2F taking off in either direction. A displaced threshold, by contrast, is put in place to ensure obstacle clearance by landing aircraft. The pavement prior to the displaced threshold is available for takeoff in the direction of the displacement, and for landing and takeoff in the opposite direction. Misunderstanding this difference and issuance of a subsequently inaccurate NOTAM can result in a hazardous situation. For both partially closed runways and displaced thresholds, approach lighting systems at the affected end must be placed out of service (a) Partially Closed Runways. Disconnect edge and threshold lights on that part of the runway at and behind the threshold (that is, the portion of the runway that is closed). Alternately, cover the light fixture in such a way as to prevent light leakage. (b) Displaced Thresholds. Edge lighting in the area of the displacement emits red light in the direction of approach and yellow light in the opposite direction. Centerline lights are blanked out in the direction of approach if the displacement is 700 ft or less. If the displacement is over 700 ft, place the centerline lights out of service. See AC 150/5340 -30 for details on lighting displaced thresholds. (c) Temporary runway thresholds and runway ends must be lighted if the runway is lighted and it is the intended threshold for night landings or instrument meteorological conditions. (d) A temporary threshold on an unlighted runway may be marked by retroreflective, elevated markers in addition to markings noted in paragraph 218.b(1)(c) above. Markers seen by aircraft on approach are green. Markers at the rollout end of the runway are red. At certificated airports, temporary elevated threshold markers must be mounted with a frangible fitting (see 14 CFR Part 139.309). At non - certificated airports, the temporary elevated threshold markings may either be mounted with a frangible fitting or be flexible. See AC 150/5345 -39, Specification for L -853, Runway and Taxiway Retroreflective Markers. (e) Temporary threshold lights and end lights and related visual NAVAIDs are installed outboard of the edges of the full- strength pavement only when they cannot be installed on the pavement. They are installed with bases at grade level or as low as possible, but not more than 3 in (7.6 cm) above ground. When any portion of a base is above grade, place properly compacted fill around the base to minimize the rate of gradient change so aircraft can, in an emergency, cross at normal landing or takeoff speeds without incurring significant damage. See AC 150/5370 -10. (f) Maintain threshold and edge lighting color and spacing standards as described in AC 150/5340 -30. Battery powered, solar, or portable lights that meet the criteria in AC 150/5345 -50 may be used. These systems are intended primarily for visual flight rules (VFR) aircraft operations but may be used for instrument flight rules (IFR) aircraft operations, upon individual approval from the Flight Standards Division of the applicable FAA Regional Office. (g) Reconfigure yellow lenses (caution zone), as necessary. If the runway has centerline lights, reconfigure the red lenses, as necessary, or place the centerline lights out of service. (h) Relocate the visual glide slope indicator (VGSI), such as VAST and PAPI; other airport lights, such as Runway End Identifier Lights (REIL); and approach lights to identify the temporary threshold. Another option is to disable the VGSI or any equipment that would give misleading indications to pilots as to the new threshold location. Installation of temporary visual aids may be necessary to provide adequate guidance to pilots on approach to the affected runway. If the FAA owns and operates the VGSI, coordinate its installation or disabling with the local ATO /Technical Operations Office. Relocation of such visual aids will depend on the duration of the project and the benefits gained from the relocation, as this can result in great expense. (i) Issue a NOTAM to inform pilots of temporary lighting conditions. (5) Temporarily Closed Taxiways. If possible, deactivate the taxiway lighting circuits. When deactivation is not possible (for example other taxiways on the same circuit are to remain open), 23 Chapter 2 Construction Safety and Phasing Plans AC 150/5370 -2F September 29, 2011 cover the light fixture in such a way as to prevent light leakage. c. Signs. To the extent possible, signs must be in conformance with AC 150/5345 -44, Specification for Runway and Taxiway Signs and AC 150/5340 -18, Standard for Airport Sign Systems. Any time a sign does not serve its normal function; it must be covered or removed to prevent misdirecting pilots. Note that information signs identifying a crossing taxiway continue to perform their normal function even if the crossing taxiway is closed. For long term construction projects, consider relocating signs, especially runway distance remaining signs. 219. Marking and Signs for Access Routes. The CSPP should indicate that pavement markings and signs for construction personnel will conform to AC 150/5340 -18 and, to the extent practicable, with the Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD) and/or State highway specifications. Signs adjacent to areas used by aircraft must comply with the frangibility requirements of AC 150/5220 -23, Frangible Connections, which may require modification to size and height guidance in the MUTCD. 220. Hazard Marking, Lighting and Signing. a. Hazard Marking and Lighting Prevents Pilots from entering areas closed to aircraft, and prevents construction personnel from entering areas open to aircraft. The CSPP must specify prominent, comprehensible warning indicators for any area affected by construction that is normally accessible to aircraft, personnel, or vehicles. Hazard marking and lighting must also be specified to identify open manholes, small areas under repair, stockpiled material, waste areas, and areas subject to jet blast. Also consider less obvious construction- related hazards and include markings to identify FAA, airport, and National Weather Service facilities cables and power lines; instrument landing system (ILS) critical areas; airport surfaces, such as RSA, OFA, and OFZ; and other sensitive areas to make it easier for contractor personnel to avoid these areas. b. Equipment. (1) Barricades, including traffic cones, (weighted or sturdily attached to the surface) are acceptable methods used to identify and define the limits of construction and hazardous areas on airports. Careful consideration must be given to selecting equipment that poses the least danger to aircraft but is sturdy enough to remain in place when subjected to typical winds, prop wash and jet blast. The spacing of barricades must be such that a breach is physically prevented barring a deliberate act. For example, if barricades are intended to exclude vehicles, gaps between barricades must be smaller than the width of the excluded vehicles, generally 4 ft. Provision must be made for ARFF access if necessary. If barricades are intended to exclude pedestrians, they must be continuously linked. Continuous linking may be accomplished through the use of ropes, securely attached to prevent FOD. (2) Lights must be red, either steady burning or flashing, and must meet the luminance requirements of the State Highway Department. Batteries powering lights will last longer if lights flash. Lights must be mounted on barricades and spaced at no more than 10 ft. Lights must be operated between sunset and sunrise and during periods of low visibility whenever the airport is open for operations. They may be operated by photocell, but this may require that the contractor turn them on manually during periods of low visibility during daytime hours. (3) Supplement barricades with signs (for example "No Entry," "No Vehicles ") as necessary. (4) Air Operations Area — General. Barricades are not permitted in any active safety area. Within a runway or taxiway object free area, and on aprons, use orange traffic cones, flashing or steady burning red lights as noted above, collapsible barricades marked with diagonal, alternating orange and Chapter 2 Construction Safety and Phasing Plans 24 September 29, 2011 AC 150/5370 -2F white stripes; and/or signs to separate all construction/maintenance areas from the movement area. Barricades may be supplemented with alternating orange and white flags at least 20 by 20 in (50 by 50 cm) square and securely fastened to eliminate FOD. All barricades adjacent to any open runway or taxiway / taxilane safety area, or apron must be as low as possible to the ground, and no more than 18 in high, exclusive of supplementary lights and flags. Barricades must be of low mass; easily collapsible upon contact with an aircraft or any of its components; and weighted or sturdily attached to the surface to prevent displacement from prop wash, jet blast, wing vortex, or other surface wind currents. If affixed to the surface, they must be frangible at grade level or as low as possible, but not to exceed 3 in (7.6 cm) above the ground. Figure 2 -5 and Figure 2 -6 show sample barricades with proper coloring and flags. Figure 2 -5 Interlocking Barricades Figure 2-6 Low Profile Barricades . (5) Air Operations Area — Runway/Taxiway Intersections. Use highly reflective barricades with lights to close taxiways leading to closed runways. Evaluate all operating factors when determining how to mark temporary closures that can last from 10 to 15 minutes to a much longer period of time. However, even for closures of relatively short duration, close all taxiway /runway intersections with barricades. The use of traffic cones is appropriate for short duration closures. (6) Air Operations Area — Other. Beyond runway and taxiway object free areas and 25 Chapter 2 Construction Safety and Phasing Plans AC 150/5370 -2F . September 29, 2011 aprons, barricades intended for construction vehicles and personnel may be many different shapes and made from various materials, including railroad ties, sawhorses, jersey barriers, or barrels. (7) Maintenance. The construction specifications must include a provision requiring the contractor to have a person on call 24 hours a day for emergency maintenance of airport hazard lighting and barricades. The contractor must file the contact person's information with the airport operator. Lighting should be checked for proper operation at least once per day, preferably at dusk. 221. Protection of Runway and Taxiway Safety Areas. Runway and taxiway safety areas, Obstacle Free zones (OFZ), object free areas (OFA), and approach surfaces are described in AC 150/5300 -13. Protection of these areas includes limitations on the location and height of equipment and stockpiled material. An FAA airspace study may be required. Coordinate with the appropriate FAA Airports Regional or District Office if there is any doubt as to requirements or dimensions (See paragraph 213.e above.) as soon as the location and height of materials or equipment are known. The CSPP should include drawings showing all safety areas, object free areas, obstacle free zones and approach departure surfaces affected by construction. a. Runway Safety Area (RSA). A runway safety area is the defined surface surrounding the runway prepared or suitable for reducing the risk of damage to airplanes in the event of an undershoot, overshoot, or excursion from the runway (see AC 150/5300 -13). Construction activities within the existing RSA are subject to the following conditions: (1) No construction may occur within the existing RSA while the runway is open for aircraft operations. The RSA dimensions may be temporarily adjusted if the runway is restricted to aircraft operations requiring an RSA that is equal to the RSA width and length beyond the runway ends available during construction. (see AC 150/5300 -13). The temporary use of declared distances and/or partial runway closures may provide the necessary RSA under certain circumstances. Coordinate with the appropriate FAA Airports Regional or District Office to have declared distances information published. See AC 150/5300 -13 for guidance on the use of declared distances. (2) The airport operator must coordinate the adjustment of RSA dimensions as permitted above with the appropriate FAA Airports Regional or District Office and the local FAA air traffic manager and issue a NOTAM. (3)_ The CSPP and SPCD must provide procedures for ensuring adequate distance for protection from blasting operations, if required by operational considerations. (4) Excavations. (a) Open trenches or excavations are not permitted within the RSA while the runway is open. If possible, backfill trenches before the runway is opened. If the runway must be opened before excavations are backfilled, cover the excavations appropriately. Covering for open trenches must be designed to allow the safe operation of the heaviest aircraft operating on the runway across the trench without damage to the aircraft. (b) Construction contractors must prominently mark open trenches and excavations at the construction site with red or orange flags, as approved by the airport operator, and light them with red lights during hours of restricted visibility or darkness. (5) Erosion Control. Soil erosion must be controlled to maintain RSA standards, that is, the RSA must be cleared and graded and have no potentially hazardous ruts, humps, depressions, or other surface variations, and capable, under dry conditions, of supporting snow removal equipment, aircraft rescue and fire fighting equipment, and the occasional passage of aircraft without causing structural damage to the aircraft. Chapter 2 Construction Safety and Phasing Plans 26 September 29, 2011 AC 150/5370 -2F b. Runway Object Free Area (ROFA). Construction, including excavations, may be permitted in the ROFA. However, equipment must be removed from the ROFA when not in use, and material should not be stockpiled in the ROFA if not necessary. Stockpiling material in the OFA requires submittal of a 7460 -1 form and justification provided to the appropriate FAA Airports Regional or District Office for approval. c. Taxiway Safety Area (TSA). A taxiway safety area is a defined surface alongside the taxiway prepared or suitable for reducing the risk of damage to an airplane unintentionally departing the taxiway. (See AC 150/5300 -13.) Construction activities within the TSA are subject to the following conditions: (1) No construction may occur within the TSA while the taxiway is open for aircraft operations, The TSA dimensions may be temporarily adjusted if the taxiway is restricted to aircraft operations requiring a TSA that is equal to the TSA width available during construction (see AC 150/5300 -13, Table 4 -1). (2) The airport operator must coordinate the adjustment of the TSA width as permitted above with the appropriate FAA Airports Regional or District Office and the FAA air traffic manager and issue a NOTAM. (3) The CSPP and SPCD must provide procedures for ensuring adequate distance for protection from blasting operations. (4) Excavations. (a) Open trenches or excavations are not permitted within the TSA while the taxiway is open. If possible, backfill trenches before the taxiway is opened. If the taxiway must be opened before excavations are backfilled, cover the excavations appropriately. Covering for open trenches must be designed to allow the safe operation of the heaviest aircraft operating on the taxiway across the trench without damage to the aircraft. (b) Construction contractors must prominently mark open trenches and excavations at the construction site with red or orange flags, as approved by the airport operator, and light them with red lights during hours of restricted visibility or darkness. (5) Erosion Control. Soil erosion must be controlled to maintain TSA standards, that is, the TSA must be cleared and graded and have no potentially hazardous ruts, humps, depressions, or other surface variations, and capable, under dry conditions, of supporting snow removal equipment, aircraft rescue and fire fighting equipment, and the occasional passage of aircraft without causing structural damage to the aircraft. d. Taxiway Object Free Area (TOFA). Unlike the Runway Object Free Area, aircraft wings regularly penetrate the taxiway object free area during normal operations. Thus the restrictions are more stringent. Except as provided below, no construction may occur within the taxiway object free area while the taxiway is open for aircraft operations. (1) The taxiway object free area dimensions may be temporarily adjusted if the taxiway is restricted to aircraft operations requiring a taxiway object free area that is equal to the taxiway object free area width available. (2) Offset taxiway pavement markings may be used as a temporary measure to provide the required taxiway object free area. Where offset taxiway pavement markings are provided, centerline lighting or reflectors are required. (3) Construction activity may be accomplished without adjusting the width of the taxiway object free area, subject to the following restrictions: 27 Chapter 2 Construction Safety and Phasing Plans AC 150/5370 -2F September 29, 2011 (a) Appropriate NOTAMs are issued. (b) Marking and lighting meeting the provisions of paragraphs 218 and 220 above are implemented. (c) Five -foot clearance is maintained between equipment and materials and any part of an aircraft (includes wingtip overhang). In these situations, flaggers must be used to direct construction equipment, and wing walkers will be necessary to guide aircraft. Wing walkers should be airline /aviation personnel rather than construction workers. If such clearance can only be maintained if an aircraft does not have full use of the entire taxiway width (with its main landing gear at the edge of the pavement), then it will be necessary to move personnel and equipment for the passage of that aircraft. e. Obstacle Free Zone (OFZ). hi general, personnel, material, and/or equipment may not penetrate the OFZ while the runway is open for aircraft operations. If a penetration to the OFZ is necessary, it may be possible to continue aircraft operations through operational restrictions. Coordinate with the FAA through the appropriate FAA Airports Regional or District Office. E Runway Approach/Departure Areas and Clearways. All personnel, materials, and/or equipment must remain clear of the applicable threshold siting surfaces, as defined in Appendix 2, "Threshold Siting Requirements," of AC 150/5300-13. Objects that do not penetrate these surfaces may still be obstructions to air navigation and may affect standard instrument approach procedures. Coordinate with the FAA through the appropriate FAA Airports Regional or District Office. (1) Construction activity in a runway approach /departure area may result in the need to partially close a runway or displace the existing runway threshold. Partial runway closure, displacement of the runway threshold, as well as closure of the complete runway and other portions of the movement area also require coordination through the airport operator with the appropriate FAA air traffic manager (FSS if non - towered) and ATO/Technical Operations (for affected NAVAIDS) and airport users. (2) Caution regarding partial runway closures. When filing a NOTAM for a partial runway closure, clearly state to OCC personnel that the portion of pavement located prior to the threshold is not available for landing and departing traffic. In this case, the threshold has been moved for both landing and takeoff purposes (this is different than a displaced threshold). There may be situations where the portion of closed runway is available for taxiing only. If so, the NOTAM must reflect this condition). (3) Caution regarding displaced thresholds.: Implementation of a displaced threshold affects runway length available for aircraft landing over the displacement. Depending on the reason for the displacement (to provide obstruction clearance or RSA), such a displacement may also require an adjustment in the landing distance available and accelerate -stop distance available in the opposite direction. If project scope includes personnel, equipment, excavation, other work. within the existing RSA of any usable runway end, do not implement a displaced threshold unless arrivals and departures toward the construction activity are prohibited. Instead, implement a partial closure. 222. Other Limitations on Construction. The CSPP must specify any other limitations on construction, including but not limited to: a. Prohibitions. (1) No use of tall equipment (cranes, concrete pumps, and so on) unless a 7460 -1 determination letter is issued for such equipment. (2) No use of open flame welding or torches unless fire safety precautions are provided and the airport operator has approved their use. (3) No use of electrical blasting caps on or within 1,000 ft (300 m) of the airport property. Chapter 2 Construction Safety and Phasing Plans 28 September 29, 2011 AC 150/5370 -2F See AC 150/5370 -10. (4) No use of flare pots within the AOA. b. Restrictions. (1) Construction suspension required during specific airport operations. (2) Areas that cannot be worked on simultaneously. (3) Day or night construction restrictions. (4) Seasonal construction restrictions. 29 Chapter 2 Construction Safety and Phasing Plans AC 150/5370 -2F September 29, 2011 Intentionally Left Blank Chapter 2 Construction Safety and Phasing Plans 30 September 29, 2011 AC 150/5370 -2F Chapter 3. Guidelines for Writing a CSPP 301. General Requirements. The CSPP is a standalone document written to correspond with the subjects outlined in Chapter 2, Section 1, paragraph 204. The CSPP is organized by numbered sections corresponding to each subject listed in Chapter 2, Section 1, paragraph 204, and described in detail in Chapter 2, Section 2. Each section number and title in the CSPP matches the corresponding subject outlined in Chapter 2, paragraph 204 (for example, 1. Coordination, 2. Phasing, 3. Areas and Operations Affected by the Construction Activity, and so on.). With the exception of the project scope of work outlined in Section 2. Phasing, only subjects specific to operational safety during construction should be addressed. 302. Applicability of Subjects. Each section should, to the extent practical, focus on the specific subject. Where an overlapping requirement spans several sections, the requirement should be explained in detail in the most applicable section. A reference to that section should be included in all other sections where the requirement may apply. For example, the requirement to protect existing underground FAA Instrument Landing System (ILS) cables during trenching operations could be considered FAA ATO coordination (Section 1. Coordination, paragraph 205.c), an area and operation affected by the construction activity (Section 3. Areas and Operations Affected by the Construction Activity, paragraph 207.a(4)), a protection of a NAVAID (Section 4. Protection of Navigational Aids (NAVAIDs),paragraph 208), or a notification to the FAA of construction activities (Section 9. Notification of Construction Activities, paragraph 210.e(3)(b)). However, it is more specifically an underground utility requirement (Section 11. Underground Utilities, paragraph 215). The procedure for protecting underground ILS cables during trenching operations should therefore be described in Section 11: "The contractor must coordinate with the local FAA System Support Center (SSQ to mark existing ILS cable routes along Runway 17 -35. The ILS cables will be located by hand digging whenever the trenching operation moves within 10 feet of the cable markings." All other applicable sections should include a reference to Section 11: "ILS cables shall be identified and protected as described in Section 11" or "See Section I1 for ILS cable identification and protection requirements." Thus, the CSPP should be considered as a whole, with no need to duplicate responses to related issues. 303. Graphical Representations. Construction safety drawings should be included in the CSPP as attachments. When other graphical representations will aid in supporting written statements, the drawings, diagrams, and/or photographs should also be attached to the CSPP. References should be made in the CSPP to each graphical attachment and may be made in multiple sections. 304. Reference Documents. The CSPP must not incorporate a document by reference unless reproduction of the material in that document is prohibited. In that case, either copies of or a source for the referenced document must be provided to the contractor. 305. Restrictions. The CSPP should not be considered as a project design review document. The CSPP should also'avoid mention of permanent ( "as- built ") features such as pavements, markings, signs, and lighting, except when such features are intended to aid in maintaining operational safety during the construction. 306. Coordination. Include in this section a detailed description of conferences and meetings both before and during the project. Include appropriate information from AC 150/5300 -9. Discuss coordination procedures and schedules for each required FAA ATO airway facility shutdown and restart and all required flight inspections. 31 Chapter 3 Guidelines for Writing a CSPP AC 150/5370 -2F September 29, 2011 307. Phasing. Include in this section a detailed scope of work description for the project as a whole and each phase of work covered by the CSPP. This includes all locations and durations of the work proposed. Attach drawings to graphically support the written scope of work. Detail in this section the sequenced phases of the proposed construction. Include a reference to paragraph 308 below, as appropriate. 308. Areas and Operations Affected By Construction. Focus in this section on identifying the areas and operations affected by the construction. Describe corresponding mitigation that is not covered in detail elsewhere in the CSPP. Include references to paragraphs below as appropriate. Attach drawings as necessary to graphically describe affected areas and mechanisms proposed. Tables and charts such as the following may be helpful in highlighting issues to be addressed. Table 3 -1 Sample Operations Effects Project Runway 15 -33 Reconstruction Phase Phase II: Reconstruct Runway 15 End Scope of Work Reconstruct 1,000 ft of north end of Runway 15 -33 with Portland Cement Concrete (PCC). Operational Requirements Normal (Existing) Phase II (Anticipated) Runway 15 Average Aircraft Operations Carrier: 52 /day GA: 26 /day Military: 11 /day Carrier: 52 / day GA: 20 / day Military: 0 /day Runway 33 Average Aircraft Operations Carrier: 40 /day GA: 18 /day Military: 10 /day Carrier: 20 /day GA: 5 /day Military: 0 /day Runway 15-33 ARC C -IV C -IV Runway 15 Approach Visibility Minimums 3/, mile 1 mile Runway 33 Approach Visibility Minimums 3/, mile 1 mile Runway 15 Declared Distances TORA: 7,820 TORA: 6,420 TODA: 7,820 TODA: 6,420 ASDA: 7,820 ASDA: 6,420 LDA: 7,820 LDA: 6,420 Runway 33 Declared Distances TORA: 8,320 TORA: 6,920 TODA: 8,320 TODA: 6,920 ASDA: 8,320 ASDA: 6,920 LDA: 7,820 LDA: 6,420 Runway 15 Approach Procedures ILS LOC only RNAV NIA VOR N/A Runway 33 Approach Procedures ILS Visual only RNAV N/A VOR N/A Runway 15 NAVAIDs ILS /DME, MALSR, RVR LOC/DME, PAPI (temp), RVR Chapter 3 Guidelines for Writing a CSPP 32 September 29, 2011 AC 150/5370 -217 Runway 33 NAVAIDs� ILS/DME MALSF PAPI �RVR MALSF, PAPI, RVR RSA Width in Feet Divided by 2* Minimum Distance to Threshold' Number Taxiway G ADG IV IV (N /A between T/W H and R/W Based on Required Approach 15 end) Taxiway E ADG IV IV ATCT (hours open) 06:00 — 24:00 local 06 :00 — 24:00 local ARFF Index D D Air National Guard (ANG) Military operations relocated to Special Conditions military operations alternate ANG Base Airline XYZ requires VGSI Airline XYZ requires VGSI Complete the following chart for each phase to determine the area that must be protected along the runway edges: Runway Aircraft Approach Category' A, B, C, or D Airplane Design Group* I II, III, or N RSA Width in Feet Divided by 2* Minimum Distance to Threshold' Number Design Group Category * Prior to the Based on Required Approach I, II, III, or 1V A, B, C, or D Threshold* Slope* P ft ft *See AC 150/5300 -13 to complete the chart for a specific runway. Complete the following chart for each phase to determine the area that must be protected before the runway threshold: Runway End Airplane * Aircraft Approach Minimum i Safety Area Minimum Distance to Threshold' Number Design Group Category * Prior to the Based on Required Approach I, II, III, or 1V A, B, C, or D Threshold* Slope* P ft ft :1 ft ft :1 ft ft :1 ft ft :1 *See AC 150/5300 -13 to complete the chart for a specific runway. 309. Navigation Aid (NAVAID) Protection. List in this section all NAVAID facilities that will be affected by the construction. Identify NAVAID facilities that will be placed out of service at any time prior to or during construction activities. Identify individuals responsible for coordinating each shutdown and when each facility will be out of service. Include a reference to paragraph 306 above for FAA ATO NAVAID shutdown, restart, and flight inspection coordination. Outline in detail procedures to protect each NAVAID facility remaining in service from interference by construction activities. Include a reference to paragraph 314 for the issuance of NOTAMs as required. Include a reference to paragraph 316 for the protection of underground cables and piping serving NAVAIDs. If temporary visual aids are proposed to replace or supplement existing facilities, include a reference to paragraph 319. Attach drawings to graphically indicate the affected NAVAIDS and the corresponding critical areas. 310. Contractor Access. This will necessarily be the most extensive section of the CSPP. Provide 33 Chapter 3 Guidelines for Writing a CSPP AC 150/5370 -2F September 29, 2011 sufficient detail so that a contractor not experienced in working on airports will understand the unique restrictions such work will require. Due to this extent, it should be broken down into subsections as described below: a. Location of Stockpiled Construction Materials. Describe in this section specific locations for stockpiling material. Note any height restrictions on stockpiles. Include a reference to paragraph 321 for hazard marking and lighting devices used to identify stockpiles. Include a reference to paragraph 311 for provisions to prevent stockpile material from becoming wildlife attractants. Include a reference to paragraph 312 for provisions to prevent stockpile material from becoming FOD. Attach drawings to graphically indicate the stockpile locations. b. Vehicle and Pedestrian Operations. While there are many items to be addressed in this major subsection of the CSPP, all are concerned with one main issue: keeping people and vehicles from areas of the airport where they don't belong. This includes preventing unauthorized entry to the AOA and preventing the improper movement of pedestrians or vehicles on the airport. In this section, focus on mechanisms to prevent construction vehicles and workers traveling to and from the worksite from unauthorized entry into movement areas. Specify locations of parking for both employee vehicles and construction equipment, and routes for access and haul roads. In most cases, this will best be accomplished by attaching a drawing. Quote from AC 150/5210 -5 specific requirements for contractor vehicles rather than referring to the AC as a whole, and include special requirements for identifying Hazardous Material ( HAZMAT) vehicles. Quote from, rather than incorporate by reference, AC 150/5210 -20 as appropriate to address the airport's rules for ground vehicle operations, including its training program. Discuss the airport's recordkeeping system listing authorized vehicle operators. c. Two -Way Radio Communications. Include a special section to identify all individuals who are required to maintain communications with Air Traffic (AT) at airports with active towers, or monitor Common Traffic Advisory Frequencies (CTAF) at airports without or with closed ATCT. Include training requirements for all individuals required to communicate with AT. Individuals required to monitor AT frequencies should also be identified. If construction employees are also required to communicate by radio with Airport Operations, this procedure should be described in detail. Usage of vehicle mounted radios and /or portable radios should be addressed. Communication procedures for the event of disabled radio communication (that is, light signals, telephone numbers, others) must be included. All radio frequencies should by identified (Tower, Ground Control, CTAF, UNICOM, ATIS, and so on). d. Airport Security. Address security as it applies to vehicle and pedestrian operations. Discuss TSA requirements, security badging requirements, perimeter fence integrity, gate security, and other needs. Attach drawings to graphically indicate secured and/or Security Identification Display Areas (SIDA), perimeter fencing, and available access points. 311. Wildlife Management. Discuss in this section wildlife management procedures. Describe the maintenance of existing wildlife mitigation devices, such as perimeter fences, and procedures to limit wildlife attractants. Include procedures to notify Airport Operations of wildlife encounters. Include a reference to paragraph 310 for security (wildlife) fence integrity maintenance as required. 312. Foreign Object Debris (FOD) Management. In this section, discuss methods to control and monitor FOD: worksite housekeeping, ground vehicle tire inspections, runway sweeps, and so on. Include a reference to paragraph 315 for inspection requirements as required. 313. Hazardous Materials ( HAZMAT) Management. Describe in this section HAZMAT management procedures: fuel deliveries, spill recovery procedures, Material Safety Data Sheet (MSDS) availability, and other considerations. Any specific airport HAZMAT restrictions should also be Chapter 3 Guidelines for Writing a CSPP 34 September 29, 2011 AC 150/5370 -217 identified. Include a reference to paragraph 310 for HAZMAT vehicle identification requirements. Quote from, rather than incorporate by reference, AC 150/5320 -15. 314. Notification of Construction Activities: List in this section the names and telephone numbers of points of contact for all parties affected by the construction project. We recommend a single list that includes all telephone numbers required under this section. Include emergency notification procedures for all representatives of all parties potentially impacted by the construction. Identify individual representatives — and at least one alternate — for each party. List both on -duty and off -duty contact information for each individual, including individuals responsible for emergency maintenance of airport construction hazard lighting and barricades. Describe procedures to coordinate immediate response to events that might adversely affect the operational safety of the airport (such as interrupted NAVAID service). Explain requirements for and the procedures for the issuance of Notices to Airmen (NOTAMs), notification to FAA required by 14 CFR Part 77 and Part 157 and in the event of affected NAVAIDs. For NOTAMs, identify an individual, and at least one alternate, responsible for issuing and cancelling each specific type of Notice to Airmen (NOTAM) required. Detail notification methods for police, fire fighting, and medical emergencies. This may include 91.1, but should also include direct phone numbers of local police departments and nearby hospitals. The local Poison Control number should be listed. Procedures regarding notification of Airport Operations and/or the ARFF Department of such emergencies should be identified, as applicable. If airport radio communications are identified as a means of emergency notification, include a reference to paragraph 310. Differentiate between emergency and nonemergency notification of ARFF personnel, the latter including activities that affect ARFF water supplies and access roads. Identify the primary ARFF contact person and at least one alternate. If notification -is to be made through Airport Operations, then detail this procedure. Include a method of confirmation from the ARFF department. 315. Inspection Requirements. Describe in this section inspection requirements to ensure airfield safety compliance. Include a requirement for routine inspections by the resident engineer (RE) and the construction contractors. If the engineering consultants and/or contractors have a Safety Officer who will conduct such inspections, identify this individual. Describe procedures for special inspections, such as those required to reopen areas for aircraft operations. Part 139 requires daily airfield inspections at certificated airports, but these may need to be more frequent when construction is in progress. Discuss the role of such inspections on areas under construction. Include a requirement to immediately remedy any deficiencies, whether caused by negligence, oversight, or project scope change. 316. Underground Utilities. Explain how existing underground utilities will be located and protected. Identify each utility owner and include contact information for each company /agency in the master list. Address emergency response procedures for damaged or disrupted utilities. Include a reference to paragraph 314 above for notification of utility owners of accidental utility disruption as required. 317. Penalties. Describe in this section specific penalties imposed for noncompliance with airport rules and regulations, including the CSPP: SIDA violations, Vehicle /Pedestrian Deviations (VPD), and others. 318. Special Conditions. Identify any special conditions that may trigger specific safety mitigation actions outlined in this CSPP: low visibility operations, snow removal, aircraft in distress, aircraft accident, security breach, VPD, and other activities requiring construction suspension/resumption. Include a reference to paragraph 310 above for compliance with airport safety and security measures and for radio communications as required. Include a reference to paragraph 319 below for emergency notification of all involved parties, including police /security, ARFF, and medical services. 319. Runway and Taxiway Visual Aids. Include marking, lighting, signs, and visual NAVAIDS. 35 Chapter 3 Guidelines for Writing a CSPP AC 150/5370 -2F September 29, 2011 Detail temporary runway and taxiway marking, lighting, signs, and visual NAVAIDs required for the construction. Discuss existing marking, lighting, signs, and visual NAVA Ds that are temporarily, altered, obliterated, or shut down. Consider non - federal facilities and address requirements for reimbursable agreements necessary for alteration of FAA facilities and for necessary flight checks. Identify temporary TORA signs or runway distance remaining signs if appropriate. Identify required temporary visual NAVAIDs such as REEL or PAPI. Quote from, rather than incorporate by reference, AC 150/5340 -1, Standards for Airport Markings, AC 150/5340 -18, Standards for Airport Sign Systems, and AC 150/5340 -30, as required. Attach drawings to graphically indicate proposed marking, lighting, signs, and visual NAVAIDs. 320. Marking and Signs for Access Routes. Detail plans for marking and signs for vehicle access routes. To the extent possible, signs should be in conformance with the Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD) and/or State highway specifications, not hand lettered. Detail any modifications to the guidance in the MUTCD necessary to meet frangibility/height requirements. 321. Hazard Marking and Lighting. Specify all marking and lighting equipment, including when and where each type of device is to be used. Specify maximum gaps between barricades and the maximum spacing of hazard lighting. Identify one individual and at least one alternate responsible for maintenance of hazard marking and lighting equipment in the master telephone list. Include a reference to paragraph 314 above. Attach drawings to graphically indicate the placement of hazard marking and lighting equipment. 322. Protection of Runway and Taxiway Safety Areas. This section should focus exclusively on procedures for protecting all safety areas, including those altered by the construction: methods of demarcation, limit of access, movement within safety areas, stockpiling and trenching restrictions, and so on. Reference AC 150 /5300 -13: Airport Design as required. Include a reference to paragraph 310 above for procedures regarding vehicle and personnel movement within safety areas. Include a reference to paragraph 310 above for material stockpile restrictions as required. Detail requirements for trenching, excavations, and backfill. Include a reference to paragraph 321 for hazard marking and lighting devices, used to identify open excavations as required. If runway and taxiway closures are proposed to protect safety areas, or if temporary displaced thresholds and/or revised declared distances are used to provide adequate Runway Safety Area, include a reference to paragraphs 314 and 319 above. Detail procedures for protecting the runway OFZ, runway OFA, taxiway OFA and runway approach surfaces including those altered by the construction: methods of demarcation, limit of cranes, storage of equipment, and so on. Quote from, rather than incorporate by reference, AC 150 /5300 -13: Airport Design as required. Include a reference to paragraph 323 for height (i.e. crane) restrictions as required. One way to address the height of equipment that will move during the project is to establish a three- dimensional "box" within which equipment will be confined that can be studied as a single object. Attach drawings to graphically indicate the safety area, OFZ, and OFA boundaries. 323. Other Limitations on Construction. This section should describe what limitations must be applied to each area of work and when each limitation will be applied: limitations due to airport operations, height (i.e. crane) restrictions, areas which cannot be worked at simultaneously, day /night work restrictions, winter construction, and other limitations. Include a reference to paragraph 307 above for project phasing requirements based on construction limitations as required. Chapter 3 Guidelines for Writing a CSPP 36 September 29, 2011 AC 150/5370 -2F Appendix 1. Related Reading Material Obtain the latest version of the following free publications from the FAA on its Web site at ht!p://www.faa.gov/aiMgl!s�/* AC Title and Description AC 150/5200 -28 Notices to Airmen (NOTAMs) for Airport Operators Guidance for using the NOTAM System in airport reporting. AC 150/5200 -30 Airport Winter Safety and Operations Guidance for airport owners /operators on the development of an acceptable airport snow and ice control program and on appropriate field condition reporting procedures. AC 150/5200 -33 Hazardous Wildlife Attractants On or Near Airports Guidance on locating certain land uses that might attract hazardous wildlife to public - use airports. AC 150/5210 -5 Painting, Marking, and Lighting of Vehicles Used on an Airport. Guidance, specifications, and standards for painting, marking, and lighting vehicles operating in the airport air operations areas. AC 150/5210 -20 Ground Vehicle Operations on Airports Guidance to airport operators on developing ground vehicle operation training programs. AC 150/5300 -13 Airport Design FAA standards and recommendations for airport design, establishes approach visibility minimums as an airport design parameter, and contains the Object Free area and the obstacle free -zone criteria. AC 150/5310 -24 Airport Foreign Object Debris Management Guidance for developing and managing an airport foreign object debris (FOD) program AC 150/5220 -4 Water Supply Systems for Aircraft Fire and Rescue Protection. Guidance on selecting a water source and meeting standards for a distribution system to support aircraft rescue and fire fighting service operations on airports. AC 150/5320 -15 Management of Airport Industrial Waste Basic information on the characteristics, management, and regulations of industrial wastes generated at airports. Guidance for developing a Storm Water Pollution Prevention Plan (SWPPP) that applies best management practices to eliminate, prevent, or reduce pollutants in storm water runoff with particular airport industrial activities. AC 150/5340 -1 Standards for Airport Markings FAA standards for markings used on airport runways, taxiways, and aprons. AC 150/5340 -18 Standards for Airport Sign Systems FAA standards for the siting and installation of signs on airport runways and taxiways. AC 150/5345 -28 Precision Approach Path Indicator (PAPI) Systems FAA standards for PAPI systems, which provide pilots with visual glide slope guidance during approach for landing. 37 Appendix 1 Related Reading Material AC 150/5370 -2F September 29, 2011 AC Title and Description AC 150/5340 -30 Design and Installation Details for Airport Visual Aids Guidance and recommendations on the installation of airport visual aids. AC 150/5345 -39 Specification for L -853, Runway and Taxiway Retroreflective Markers AC 150/5345 -44 Specification for Runway and Taxiway Signs FAA specifications for unlighted and lighted signs for taxiways and runways. AC 150/5345 -53 Airport Lighting Certification Program Details on the Airport Lighting Equipment Certification Program (ALECP). AC 150/5345 -50 Specification for Portable Runway and Taxiway Lights FAA standards for portable runway and taxiway lights and runway end identifier lights for temporary use to permit continued aircraft operations while all or part of a runway lighting system is inoperative. AC 150/5345 -55 Specification for L -893, Lighted Visual Aid to Indicate Temporary Runway Closure AC 150/5370 -10 Standards for Specifying Construction of Airports Standards for construction of airports, including earthwork, drainage, paving, turfing, lighting, and incidental construction. FAA Order 5200.11 FAA Airports (ARP) Safetv Management System (SMS) Basics for implementing SMS within ARP. Includes roles and responsibilities of ARP management and staff as well as other FAA lines of business that contribute to the ARP SMS. FAA Certalert 98 -05 Grasses Attractive to Hazardous Wildlife Guidance on grass management and seed selection. FAA Form 7460 -1 Notice of Proposed Construction or Alteration FAA Form 7480 -1 Notice of Landing Area Proposal Obtain the latest version of the following free publications from the Electronic Code of Federal Regulations at http: / /ecfr.gpoaccess.gov /. Title 14 CFR Part 139 Certification of Airports Title 49 CFR Part 1542 Airport Security Obtain the latest version of the Manual on Uniform Traffic Control Devices from the Federal Highway Administration at http: / /mutcdJhwa.dot.gov /. Appendix 1 Related Reading Material 38 September 29, 2011 AC 150/5370 -2F Appendix 2. Definition of Terms Term Definition Notice Of Proposed Construction Or Alteration. For on- airport projects, the form submitted to the FAA regional or airports division office as formal written notification of any kind of construction or alteration of objects that affect navigable 7460 -1 airspace, as defined in 14 CFR Part 77, safe, efficient use, and preservation of the navigable airspace. (See guidance available on the FAA web site at oeaaa.faa.gov.) The form may be downloaded at http: / /wxvw.faa.gov /airports /resources /forms /, or filed electronically at: https: / /oeaaa.faa.gov. Notice Of Landing Area Proposal. Form submitted to the FAA Airports Regional Division Office or Airports District Office as formal written notification whenever a project without an airport layout plan on file with the FAA involves the construction 7480 -1 of a new airport; the construction, realigning, altering, activating, or abandoning of a runway, landing strip, or associated taxiway; or the deactivation or abandoning of an entire airport The form may be downloaded at http://www.faa.aov/airports/resources/forms/. AC Advisory Circular ACRC Aircraft Reference Code ACSI Airport Certification Safety Inspector ADG Airplane Design Group AIP Airport Improvement Program ALECP Airport Lighting Equipment Certification Program ANG Air National Guard Air Operations Area. Any area of the airport used or intended to be used for the AOA landing, takeoff, or surface maneuvering of aircraft. An air operations area includes such paved or unpaved areas that are used or intended to be used for the unobstructed movement of aircraft in addition to its associated runways, taxiways, or aprons. ARFF Aircraft Rescue and Fire Fighting ARP FAA Office of Airports ASDA Accelerate -Stop Distance Available ATCT Airport Traffic Control Tower ATIS Automatic Terminal Information Service ATO Air Traffic Organization Certificated Airport An airport that has been issued an Airport Operating Certificate by the FAA under the authority of 14 CFR Part 139, Certification of Airports. CFR Code of Federal Regulations Construction The presence and movement of construction- related personnel, equipment, and materials in any location that could infringe upon the movement of aircraft. Construction Safety And Phasing Plan. The overall plan for safety and phasing of a CSPP construction project developed by the airport operator, or developed by the airport operator's consultant and approved by the airport operator. It is included in the invitation for bids and becomes part of the project specifications. 39 Appendix 2 Definition of Terms AC 150/5370 -2F September 29, 2011 Term Definition CTAF Common Traffic Advisory Frequency A threshold that is located at a point on the runway other than the designated Displaced Threshold beginning of the runway. The portion of pavement behind a displaced threshold is available for takeoffs in either direction or landing from the opposite direction. DOT Department of Transportation EPA Environmental Protection Agency FOD Foreign Object Debris HAZMAT Hazardous Materials IFR Instrument Flight Rules ILS Instrument Landing System LDA Landing Distance Available LOC Localizer antenna array The runways, taxiways, and other areas of an airport that are used for taxiing or hover Movement Area taxiing, air taxiing, takeoff, and landing of aircraft, exclusive of loading aprons and aircraft parking areas (reference 14 CFR Part 139). MSDS Material Safety Data Sheet MUTCD Manual on Uniform Traffic Control Devices NAVAID Navigation Aid NAVAID Critical Area An area of defined shape and size associated with a NAVAID that must remain clear and graded to avoid interference with the electronic signal. The area inside the airport security fence exclusive of the Movement Area. It is Non - Movement Area important to note that the non - movement area includes pavement traversed by aircraft. NOTAM Notices to Airmen Obstruction Any object/obstacle exceeding the obstruction standards specified by 14 CFR Part 77, subpart C. OE / AAA Obstruction Evaluation / Airport Airspace Analysis Object Free Area. An area on the ground centered on the runway, taxiway, or taxi lane centerline provided to enhance safety of aircraft operations by having the area OFA free of objects except for those objects that need to be located in the OFA for air navigation or aircraft ground maneuvering purposes. (See AC 150/5300 -13, for additional guidance on OFA standards and wingtip clearance criteria.) Obstacle Free Zone. The airspace below 150 ft (45 m) above the established airport elevation and along the runway and extended runway centerline that is required to be clear of all objects, except for frangible visual NAVAIDs that need to be located in OFZ the OFZ because of their function, in order to provide clearance protection for aircraft landing or taking off from the runway and for missed approaches. The OFZ is subdivided as follows: Runway OFZ, Inner Approach OFZ, Inner Transitional OFZ, and Precision OFZ. Refer to AC 150/5300 -13 for guidance on OFZ. OSHA Occupational Safety and Health Administration P &R Planning and Requirements Group Appendix 2 Definition of Terms 40 September 29, 2011 AC 150/5370 -2F Term Definition PAPI Precision Approach Path Indicators PFC Passenger Facility Charge PLASI Pulse Light Approach Slope Indicators Project Proposal Summary A clear and concise description of the proposed project or change that is the object of Safety Risk Management. RE Resident Engineer REIL Runway End Identifier Lights RNAV . Area Navigation ROFA Runway Object Free Area RSA Runway Safety Area. A defined surface surrounding the runway prepared or suitable for reducing the risk of damage to airplanes in the event of an undershoot, overshoot, or excursion from the runway, in accordance with AC 150/5300 -13. SIDA Security Identification Display Area SMS Safety Management System SPCD Safety Plan Compliance Document. Details developed and submitted by a contractor to the airport operator for approval providing details on how the performance of a construction project will comply with the CSPP. SRM Safety Risk Management, Taxiway Safety Area A defined surface alongside the taxiway prepared or suitable for reducing the risk of damage to an airplane unintentionally departing the taxiway, in accordance with AC 150/5300 -13. TDG Taxiway Design Group Temporary Any condition that is not intended to be permanent. Temporary Runway End The beginning of that portion of the runway available for landing and taking off in one direction, and for landing in the other direction. Note the difference from a displaced threshold. Threshold The beginning of that portion of the runway available for landing. In some instances, the landing threshold may be displaced. TODA Takeoff Distance Available TOFA Taxiway Object Free Area TORA Takeoff Run Available. The length of the runway less any length of runway unavailable and /or unsuitable for takeoff run computations. See AC 150/5300 -13 for guidance on declared distances. TSA Taxiway Safety Area Transportation Security Administration UNICOM A radio communications system of a type used at small airports. VASI Visual Approach Slope Indicators 41 Appendix 2 Definition of Terms AC 150/5370 -2F September 29, 2011 Term Definition Visual Glide Slope Indicator. A device that provides a visual glide slope indicator to landing pilots. These systems include precision approach path indicators (PAPI), VGSI visual approach slope indicators (VASI), and pulse light approach slope indicators (PLASI). VFR Visual Flight Rules VOR VHF Omnidirectional Radio Range VPD Vehicle / Pedestrian Deviation Appendix 2 Definition of Terms 42 September 29, 2011 AC 150/5370 -2F Appendix 3. Safety and Phasing Plan Checklist This appendix is keyed to Section 2. Plan Requirements. In the electronic version of this AC, clicking on the paragraph designation in the Reference column will access the applicable paragraph. There may be instances where the CSPP requires provisions that are not covered by the list in this appendix. This checklist is intended as an aid, not as a required submittal. Coordination Reference ' Addressed Remarks General Considerations Requirements for predesign, prebid, and preconstruction conferences to introduce the 205 ❑ ❑ ❑ subject of airport operational safety during construction are specified. Yes No NA Operational safety is a standing agenda item for 205 ❑ ❑ ❑ construction progress meetings. Yes No NA Scheduling of the construction phases is properly 206 ❑ ❑ ❑ addressed. Yes No NA Areas and Operations Affected by Construction Activity Drawings showing affected areas are included. 207.a ❑ Yes No NA Closed or partially closed runways, taxiways, 207.a(1) El ❑ ❑ and aprons are depicted on drawings. Yes No NA Access routes used by ARFF vehicles affected 207.a(2) ❑ ❑ ❑ by the project are addressed. Yes No NA Access routes used by airport and airline support 207.a(3) ❑ ❑ ❑ vehicles affected by the project are addressed. Yes No NA Underground utilities, including water supplies 207.a(4) El El for fire fighting and drainage. Yes No NA Approach/departure surfaces affected by heights 207.a(5) ❑ ❑ ❑ of temporary objects are addressed. Yes No NA Construction areas, storage areas, and access routes near runways, taxiways, aprons, or 207.a ❑ ❑ ❑ helipads are properly depicted on drawings. Yes No NA Temporary changes to taxi operations are 207.b(1) ❑ ❑ ❑ addressed. Yes No NA 43 Appendix 3 Safety and Phasing Plan Checklist AC 150/5370 -2F September 29, 2011 Detours for ARFF and other airport vehicles are 207.b(2) ❑ ❑ ❑ identified. Yes No NA Maintenance of essential utilities and 207.b(3) El ❑ underground infrastructure is addressed. Yes No NA Temporary changes to air traffic control 207.b(4) ❑ El 1:1 are addressed. Yes No NA NAVAIDS Critical areas for NAVAIDs are depicted on 208 ❑ ❑ ❑ drawings. Yes No NA Effects of construction activity on the performance of NAVAIDS, including 208 ❑ ❑ ❑ unanticipated power outages, are addressed. Yes No NA Protection of NAVAID facilities is addressed. 208 ❑ ❑ ❑ Yes No NA The required distance and direction from each ❑ ❑ ❑ NAVAID to any construction activity is depicted 208 on drawings. Yes No NA Procedures for coordination with FAA 208, 213.a, ATO /Technical Operations, including 213.e(3)(a), El ❑ F-1 identification of points of contact, are included. 218.a Yes No NA Contractor Access The CSPP addresses areas to which contractor will have access and how the areas will be 209 ❑ ❑ ❑ accessed. Yes No NA The application of 49 CFR Part 1542 Airport 209 ❑ ❑ ❑ Security, where appropriate, is addressed. Yes No NA The location of stockpiled construction materials 209.a El 1:1 1:1 depicted on drawings. Yes No NA The requirement for stockpiles in the ROFA to 209.a El 1:1 El be approved by FAA is included. Yes No NA Requirements for proper stockpiling of materials 209.a ❑ ❑ ❑ are included. Yes No NA Appendix 3 Safety and Phasing Plan Checklist 44 September 29, 2011 AC 150/5370 -2F Coordination Reference ' Addressed Remarks Construction site parking is addressed. 209.b(1) ❑ ❑ Yes No NA Construction equipment parking is addressed. 209.b(2) ❑ ❑ ❑ Yes No NA Access and haul roads are addressed. 209.b(3) ❑ ❑ ❑ Yes No NA A requirement for marking and lighting of vehicles to comply with AC 150/5210 -5, 209.b(4) ❑ ❑ ❑ Painting, Marking and Lighting of Vehicles Used on an Airport, is included. Yes No NA Proper vehicle operations, including 209.b(5), ❑ ❑ ❑ requirements for escorts, are described. 209.b(6) Yes No NA Training requirements for vehicle drivers are 209.b(7) ❑ ❑ ❑ addressed. Yes No NA Two -way radio communications procedures are 209.b(9) ❑ ❑ ❑ described. Yes No NA Maintenance of the secured area of the airport is 209.b(10) ❑ ❑ ❑ addressed. Yes No NA Wildlife Management The airport operator's wildlife management 210 ❑ ❑ ❑ procedures are addressed. Yes No NA Foreign Object Debris Management The airport operator's FOD management 211 ❑ ❑ ❑ procedures are addressed. Yes No NA Hazardous Materials Management The airport operator's hazardous materials 212 ❑ ❑ ❑ management procedures are addressed. Yes No NA Notification of Construction Activities Procedures for the immediate notification of airport user and local FAA of any conditions 213 ❑ ❑ ❑ adversely affecting the operational safety of the airport are detailed. Yes No NA 45 Appendix 3 Safety and Phasing Plan Checklist AC 150/5370 -2F September 29, 2011 Coordination Reference Addressed Remarks Maintenance of a list by the airport operator of the responsible representatives /points of contact for all involved parties and procedures for 213.a ❑ ❑ ❑ contacting them 24 hours a day, seven days a Yes No NA week is specified. A list of local ATO/Technical Operations 213.a El ❑ personnel is included. Yes No NA • list of ATCT managers on duty is included. 213.a ❑ ❑ ❑ Yes No NA • list of authorized representatives to the OCC is 213.b ❑ ❑ ❑ included. Yes No NA Procedures for coordinating, issuing, maintaining and cancelling by the airport operator of 208, 213.b, ❑ ❑ El NOTAMS about airport conditions resulting 218.b(4)(i) from construction are included. Yes No NA Provision of information on closed or hazardous conditions on airport movement areas by the 213.b ❑ ❑ El airport operator to the OCC is specified. Yes No NA Emergency notification procedures for medical, 213.c F-1 El El fire fighting, and police response are addressed. Yes No NA Coordination with ARFF personnel for non- 213.d El ❑ emergency issues is addressed. Yes No NA Notification to the FAA under 14 CFR parts 77 213.e ❑ ❑ ❑ and 157 is addressed. Yes No NA Reimbursable agreements for flight checks and/or design and construction for FAA owned 213.e(3)(b) ❑ ❑ ❑ NAVAIDs are addressed. Yes No NA Inspection Requirements Daily inspections by both the airport operator 214.a ❑ ❑ ❑ and contractor are specified. Yes No NA Final inspections at certificated airports are 214.b 1:1 ❑ El specified when required. Yes No NA Underground Utilities Procedures for protecting existing underground 215 ❑ ❑ ❑ facilities in excavation areas are described. Yes No NA Appendix 3 Safety and Phasing Plan Checklist 46 September 29, 2011 AC 150/5370 -217 Coordination Reference Addressed Remarks Penalties Penalty provisions for noncompliance with airport rules and regulations and the safety plans 216 ❑ ❑ ❑ are detailed. Yes No NA Special Conditions Any special conditions that affect the operation of the airport or require the activation of any 217 ❑ ❑ special procedures are addressed. Yes No NA Runway and Taxiway Visual Aids - Marking, Lighting, Signs, and Visual NAVAIDs The proper securing of temporary airport markings, lighting, signs, and visual NAVAIDs 218.a ❑ ❑ ❑ is addressed. Yes No NA Frangibility of airport markings, lighting, signs, 218.a, 218.c, ❑ ❑ ❑ and visual NAVAIDs is specified. 219, 220.b(4) Yes . No NA The requirement for markings to be in compliance with AC 150/5340 -1, Standards for 218.b ❑ ❑ ❑ Airport Markings is specified. Yes No NA The requirement for lighting to conform to AC 150/5340 -30, Design and Installation Details for Airport Visual Aids, AC 150/5345 -50, 218.b(1)(f) ❑ ❑ ❑ Specification for Portable Runway and Taxiway Lights, and AC 150/5345 -53 Airport Lighting Yes No NA Certification Program, is specified. The use of a lighted X is specified where 218.b(1)(b), ❑ ❑ appropriate. 218.b(3) Yes No NA The requirement for signs to conform to AC 150/5345 -44, Specification for Runway and Taxiway Signs, AC 50/5340 -18, Standards for 218.c El El ❑ Airport Sign Systems, and AC 150/5345 -53, Airport Lighting Certification Program, is Yes No NA specified. Marking and Signs For Access Routes The CSPP specifies that pavement markings and signs intended for construction personnel should conform to AC 150/5340 -18 and, to the extent 219 ❑ ❑ ❑ practicable, with the MUTCD and/or State Yes No NA highway specifications. Hazard Marking and Lighting Prominent, comprehensible warning indicators for any area affected by construction that is 220.a ❑ ❑ ❑ normally accessible to aircraft, personnel, or vehicles are specified. Yes No NA 47 Appendix 3 Safety and Phasing Plan Checklist AC 150/5370 -2F September 29, 2011 1 11 Coordination Reference Addressed Remarks Hazard marking and lighting are specified to El El El identify open manholes, small areas under repair, 220.a stockpiled material, and waste areas. Yes No NA The CSPP considers less obvious construction- 220.a ❑ ❑ ❑ related hazards. Yes No NA Equipment that poses the least danger to aircraft but is sturdy enough to remain in place when 220.b(1) ❑ ❑ ❑ subjected to typical winds, prop wash and jet blast is specified. Yes No NA The spacing of barricades is specified such that a ❑ ❑ ❑ breach is physically prevented barring a 220.b(1) deliberate act. Yes No NA Red lights meeting the luminance requirements 220.b(2) 1:1 El 1:1 of the State Highway Department are specified. Yes No NA Barricades, temporary markers, and other objects placed and left in areas adjacent to any open ❑ ❑ ❑ runway, taxiway, taxi lane, or apron are specified 220.b(4) to be as low as possible to the ground, and no Yes No NA more than 18 in high. Barricades marked with diagonal, alternating orange and white stripes are specified to indicate 220.b(4) ❑ ❑ ❑ construction locations in which no part of an aircraft may enter. Yes No NA Highly reflective barriers with lights are ❑ ❑ ❑ specified to barricade taxiways leading to closed 220.b(5) runways. Yes No NA Markings for temporary closures are specified. 220.b(5) ❑ ❑ ❑ Yes No NA The provision of a contractor's representative on call 24 hours a day for emergency maintenance 220.b(7) ❑ ❑ ❑ of airport hazard lighting and barricades is specified. Yes No NA Protection of Runway and Taxiway Safety Areas The CSPP clearly states that no construction may occur within a safety area while the associated 221.a(1), ❑ ❑ ❑ runway or taxiway is open for aircraft 221.c(1) operations. Yes No NA The CSPP specifies that the airport operator coordinates the adjustment of RSA or TSA 221.a(2), ❑ 1:1 El dimensions with the ATCT and the appropriate 221.c(2) FAA Airports Regional or District Office and Yes No NA issues a local NOTAM. Appendix 3 Safety and Phasing Plan Checklist 48 September 29, 2011 AC 150/5370 -2F Coordination Reference Addressed Remarks Procedures for ensuring adequate distance for protection from blasting operations, if required 221.c(3) ❑ ❑ ❑ by operational considerations, are detailed. Yes No NA The CSPP specifies that open trenches or excavations are not permitted within a safety 22 La(4) ❑ ❑ ❑ area while the associated runway or taxiway is open. Yes No NA Appropriate covering of excavations in the RSA or TSA that cannot be backfilled before the 221.a(4) ❑ ❑ ❑ associated runway or taxiway is open is detailed. Yes No NA The CSPP includes provisions for prominent marking of open trenches and excavations at the 22 La(4) ❑ ❑ ❑ construction site. Yes No NA Grading and soil erosion control to maintain 221.c(5) ❑ ❑ ❑ RSA/TSA standards are addressed. Yes No NA The CSPP specifies that equipment is to be 22 Lb ❑ ❑ ❑ removed from the ROFA when not in use. Yes No NA The CSPP clearly states that no construction may occur within a taxiway safety area while the 221.c ❑ El ❑ taxiway is open for aircraft operations. Yes No NA Appropriate details are specified for any construction work to be accomplished in a 221.d ❑ ❑ ❑ taxiway object free area. Yes No NA Measures to ensure that personnel, material, and /or equipment do not penetrate the OFZ or 221.e ❑ threshold siting surfaces while the runway is open for aircraft operations are included. Yes No NA Provisions for protection of runway approach/departure areas and clearways are 22 Lf ❑ ❑ ❑ included. Yes No NA Other Limitations on Construction The CSPP prohibits the use of open flame welding or torches unless adequate fire safety 222.a(2) ❑ ❑ ❑ precautions are provided and the airport operator has approved their use. Yes No NA The CSPP prohibits the use of flare pots within 222.a(4) 1:1 1:1 El the AOA at any time. Yes No NA The CSPP prohibits the use of electrical blasting caps on or within 1,000 ft (300 m) of the airport 222.a(3) ❑ ❑ ❑ property. Yes No NA 49 Appendix 3 Safety and Phasing Plan Checklist September 29, 2011 AC 150 /5370 -2F Appendix 4. Construction Project Daily Safety Inspection Checklist The situations identified below are potentially hazardous conditions that may occur during airport construction projects. Safety area encroachments, unauthorized and improper ground vehicle operations, and unmarked or uncovered holes and trenches near aircraft operating surfaces pose the most prevalent threats to airport operational safety during airport construction projects. The list below is one tool that the airport operator or contractor may use to aid in identifying and correcting potentially hazardous conditions. It should be customized as appropriate for each project: Potentially Hazardous Conditions Item Action Required or None Excavation adjacent to runways, taxiways, and aprons improperly backfilled. ❑ Mounds of earth, construction materials, temporary structures, and other obstacles near any open runway, taxiway, or taxi lane; in the related Object Free area and aircraft approach or departure areas /zones; or obstructing any sign or marking. Runway resurfacing projects resulting in lips exceeding ❑ 3 in (7.6 cm) from pavement edges and ends. Heavy equipment (stationary or mobile) operating or idle near AOA, in runway approaches and departures ❑ areas, or in OFZ. Equipment or material near NAVAIDs that may degrade or impair radiated signals and/or the monitoring of navigation and visual aids. Unauthorized or improper vehicle operations in localizer or glide slope critical areas, resulting in electronic interference and/or facility shutdown. Tall and especially relatively low visibility units (that is, equipment with slim profiles) — cranes, drills, and similar objects — located in critical areas, such as OFZ and approach zones. Improperly positioned or malfunctioning lights or unlighted airport hazards, such as holes or excavations, ❑ on any apron, open taxiway, or open taxi lane or in a related safety, approach, or departure area. Obstacles, loose pavement, trash, and other debris on or near AOA. Construction debris (gravel, sand, mud, paving materials) on airport pavements may result in aircraft propeller, turbine engine, or tire damage. Also, loose materials may blow about, potentially causing personal injury or equipment damage. 51 Appendix 4 Construction Project Daily Safety Inspection Checklist AC 150/5370 -2F 29, 2011 Item Action Required ': or None Inappropriate or poorly maintained fencing during construction intended to deter human and animal intrusions into the AOA. Fencing and other markings that are inadequate to separate construction areas from open AOA create aviation hazards. Improper or inadequate marking or lighting `of runways (especially thresholds that have been displaced or runways that have been closed) and taxiways that could cause pilot confusion and provide a potential for a ❑ runway incursion. Inadequate or improper methods of marking, barricading, and lighting of temporarily closed portions of AOA create aviation hazards. Wildlife attractants — such as trash (food scraps not' collected from construction personnel activity), grass ❑ seeds, tall grass, or standing water — on or near airports. Obliterated or faded temporary markings on active ❑ operational areas. Misleading or malfunctioning obstruction lights. Unlighted or unmarked obstructions in the approach to ❑ any open runway pose aviation hazards. Failure to issue, update, or cancel NOTAMs about airport or runway closures or other construction related El airport conditions. Failure to mark and identify utilities or power cables. Damage to utilities and power cables during construction activity can result in the loss of runway / ❑ taxiway lighting; loss of navigation, visual, or approach aids; disruption of weather reporting services; and/or loss of communications. Restrictions on ARFF access from fire stations to the ❑ runway / taxiway system or airport buildings. Lack of radio communications with construction ❑ vehicles in airport movement areas. Objects, regardless of whether they are marked or flagged, or activities anywhere on or near an airport ❑ that could be distracting, confusing, or alarming to pilots during aircraft operations. Water, snow, dirt, debris, or other contaminants that temporarily obscure or derogate the visibility of runway /taxiway marking, lighting, and pavement ❑ edges. Any condition or factor that obscures or diminishes the visibility of areas under construction. Spillage from vehicles (gasoline, diesel fuel, oil) on active pavement areas, such as runways, taxiways, ❑ aprons, and airport roadways. Appendix 4 Construction Project Daily Safety Inspection Checklist 52 September 29, 2011 AC 150/5370 -2F Item I Action Required or None Failure to maintain drainage system integrity during construction (for example, no temporary drainage ❑ provided when working on a drainage system). Failure to provide for proper electrical lockout and tagging procedures. At larger airports with multiple maintenance shifts /workers, construction contractors ❑ should make provisions for coordinating work on circuits. Failure to control dust. Consider limiting the amount of area from which the contractor is allowed to strip turf. ❑ Exposed wiring that creates an electrocution or fire ignition hazard. Identify and secure wiring, and place it ❑ in conduit or bury it. Site burning, which can cause possible obscuration. ❑ Construction work taking place outside of designated ❑ work areas and out of phase. 53 Appendix 4 Construction Project Daily Safety Inspection Checklist AC 150/5370 -2F Intentionally Left Blank 29, 2011 Appendix 4 Construction Project Daily Safety Inspection Checklist 54 DIVISION 7 TECHNICAL SPECIFICATIONS Issued for Bid Division 7 -1 Jviation, Inc. July 10, 2015 SIP No. LOC 15 -01 Issued for Bid Division 7 -2 Jviation, Inc. July 10, 2015 AIP No. LOC 15 -01 SPECIAL PROVISIONS Site civil work shall be completed in accordance with the Town of Gypsum's Public Works Manual (Revised February 2009), the Colorado Department of Transportation's (CDOT) 2011 Standard Specifications for Road and Bridge Construction, and in accordance with the following revisions. The following project supplemental provisions are provided to modify the Town of Gypsums Public Work Manual, (Revised February 2009). PROJECT SPECIAL PROVISIONS Section 3.22 — Street Cut Section 10.00 — Portland Cement Concrete Issued for Bid SP -1 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 Issued for Bid SP -2 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 GENERAL Add the following: The descriptions of the pay items listed in the Bid Schedule for this project may not agree with those listed in the Standard Specifications. Payment for all Work performed, as required in the Contract Documents, will be in accordance with the items and units listed in the Bid Schedule. The following shall control construction activities on this project from highest precedence to lowest, unless otherwise identified: • Division 1 through Division 5 of the Contract Documents • Project Special Provisions • Project Plans • The Town of Gypsum's Public Works Manual, (Revised February 2009) • Colorado Department of Transportation (CDOT) Standard Specification for Road and Bridge Construction (Current Edition) Additional notes for clarification: References to the Department, CDOT, Town or City shall be the same as the Owner, or Eagle County Regional Airport Issued for Bid SP -3 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 Issued for Bid SP -4 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 REVISION TO SECTION 3.22 STREET CUT Section 3.22 of the Town of Gypsum's Public Works Manual, (Revised February 2009) is hereby revised for this project as follows: 3.22.4 Temporary Pavement Patch Concrete flow fill as specified in PORTLAND CEMENT CONCRETE as a temporary patch for the Utility Apron Cut. Issued for Bid TOG PWM 3.22 -1 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 Issued for Bid TOG PWM 3.22 -2 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 REVISION TO SECTION 10.00 PORTLAND CEMENT CONCRETE Section 10.00 of the Town of Gypsum's Public Works Manual, (Revised February 2009) is hereby revised for this project as follows: 10.03 Strength Required All concrete shall have a specified compressive strength of 4000 psi at 28 days. Flow fill shall have a specified compressive strength of not less than 300 psi at 28 days and not greater than 600 psi at 28 days. Conformance to strength requirements shall be determined by ASTM C 94 Section 16.5.1 The compressive strength of flow fill shall never exceed 700 psi, as determined by ASTM C 94 Section 16.5.1, or it shall be removed. Issued for Bid TOG PWM 10.00 -1 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 Issued for Bid TOG PWM 10.00 -2 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 Jviation, Inc. 1 ITEM P -140 PAVEMENT REMOVAL 3 4 DESCRIPTION 5 6 140.1.1 This item shall consist of complete and/ or partial removal of existing pavement material in the 7 construction areas as shown on the plans. Removal of concrete curb and gutter will also be included s under this item. 10 The Contractor will be required to cut a neat line to the full depth of the pavement at the ends of the 11 removal area. The material shall be disposed of off site unless otherwise approved by the Engineer for 12 on site disposal in areas designated by the airport. If on site disposal is allowed, asphalt and concrete 13 material may be disposed of in fill areas if it is pulverized to less than one foot in any dimension and 14 distributed in the fill outside of future development areas so as to not affect the integrity of the fill. 15 16 This item shall also include partial pavement removal for taper sections (butt joints) where the new 17 pavement matches the existing pavement. It shall also include the partial removal of the existing 16 pavement for leveling courses. The partial removal may be accomplished by rotoinilling or planing, at 19 the Contractor's option and as approved by the Engineer. Rotomilled material shall be placed in areas 20 on airport property as directed by the Engineer and spread over the area to be utilized by the airport as 21 base course unless otherwise approved. Any necessary stockpiling and re- handling due to contractor 22 phasing of work shall be considered incidental to the operation. 23' 24 25 CONSTRUCTION METHODS 26 27 140 -2.1 The complete removal of pavement may be accomplished with any approved method. The 28 ends of the removal area shall be clearly marked and saw cut (full depth) to provide a neat edge to butt 29 up to the new pavement. Full depth pavement removal includes the removal of any underlying layers of 30 stabilized base courses and /or pavements, including asphalt, and concrete. Any areas outside of the 31 construction area damaged by the Contractor shall be repaired at no cost to the project. The Contractor 32 shall take care to not enlarge the area of removal beyond the marked boundary by using prudent 33 construction practices. 34 35 140 -2.2 The partial removal for butt joints (tapered or non - tapered sections) shall be to the depth and 36 width as shown on the plans. For tapered butt joints, the depth shall taper from zero to a minimum 37 depth of one and one -half inches unless otherwise shown on the plans or directed by the Engineer. 36 Non- tapered butt joints shall be to the depth of one and one -half inches unless otherwise shown on the 39 plans or directed by the Engineer. 40 41 140 -2.3 The partial removal for a leveling course or overlays shall be accomplished with grade control 42 to ensure that the surface after removal is true to the final surface grades to achieve a nominal overlay 43 thickness as required. The Contractor shall submit a plan for the accomplishment of the removal to the 44 Engineer for approval prior to beginning this work. The grade control may be accomplished with a taut 45 stringline (wire) set to grade or other approved method. Stringlines will be set on 25 foot stations and 46 for every pass required by the rotomill machine to obtain the width required for removal. The 47 Contractor shall survey the milled surface for asphalt placement layout, and shall submit to the Engineer 46 for evaluation and acceptance prior to asphalt placement. The finished milled surface of the pavement 49 shall not vary from gradeline elevations and cross sections, less the nominal thickness specified, shown Issued for Bid P -140 -1 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 50 on the plans from +0 to -1 /4 inch. Any variations of the finished milled surface that are greater than 51 +0 inch shall be milled until a surface is obtained that ensures the nominal thickness specified. When 52 more than 15% of the survey measurements that equal or exceed -1/4 inch from the finished milled 53 surface, the cost of the additional material and the cost of placing the additional material to meet design 54 grades shall be borne by the Contractor. 55 56 140 -2.4 Prior to pavement removal operations, existing aircraft tie -down anchor structures shall be 57 salvaged and protected as indicated in the project drawings. The salvaged items shall be immediately 58 turned over to the Airport. Any apparent items missing from the tie -down anchors shall be immediately 59 brought to the attention of the Engineer. 60 61 140 -2.5 Rotomillings shall be placed and compacted in the areas, and to the widths and depths as 62 detailed on the plans or as approved by the Engineer. Placement, shaping and compaction of the 63 rotomillings shall be performed to a maximum depth of 12 inches and to a density of not less than 95 64 percent of the maximum density as determined by ASTM D 1557. The material to be compacted shall 65 be within +/- 2 percent of optimum moisture content before rolled to obtain the prescribed 66 compaction. 67 68 In order to achieve uniform moisture content throughout the layer, wetting, or drying of the material 69 and manipulation shall be required when necessary. Should the material be too wet to permit proper 70 compaction or rolling, all work on all of the affected portions of the embankment shall be delayed until 71 the material has dried to the required moisture content. Sprinkling of dry material to obtain the proper 72 moisture content shall be done with approved equipment that will sufficiently distribute the water. 73 Sufficient equipment to furnish the required water shall be available at all trines. Samples of all materials 74 for testing will be taken for each 500 square yards for acceptance per 6 inch lift. Based on these tests, 75 the Contractor shall make the necessary corrections and adjustments in methods, materials or moisture 76 content in order to achieve the correct density 77 78 METHOD OF MEASUREMENT 79 80 140 -3.1 All pavement removal shall be incidental to the utility installation and shall include full depth 81 pavement sections. 82 83 84 BASIS OF PAYMENT 85 86 140 -4.1 All pavement removal shall be incidental to the utility installation and shall include full depth 87 pavement sections. 88 89 Removal of any stabilized base course, aggregate base courses, or any other material underlying the 90 pavement will be considered incidental. 91 92 The price shall be full compensation for furnishing all materials, labor, equipment, tools, and incidentals 93 necessary to complete this item, including hauling, stockpiling and disposal. 94 95 Issued for Bid P -140 -2 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 ss Payment will be made under: 97 ss REFER TO APPENDIX P FOR ITEM DESCRIPTIONS. ss 100 101 102 * *END OF ITEM P -140 ** Issued for Bid P -140 -3 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 MIX Issued for Bid July 10, 2015 P -140 -4 Jviation, Inc. Jviation, Inc. Project No. EGE- LOC -15 -01 1 ITEM L -108 UNDERGROUND POWER CABLE FOR AIRPORTS 2 4 DESCRIPTION 6 108 -1.1 This item shall consist of furnishing and installing power cables within conduit or duct banks 7 in accordance with these specifications at the locations shown on the plans. Also included are the 8 installation of counterpoise wires, ground wires, ground rods and connections, cable splicing, cable 9 marking, cable testing, and all incidentals necessary to place the cable in operating condition as a 10 completed unit to the satisfaction of the Engineer. This item shall not include the installation of duct 11 banks or conduit, trenching and backfilling for duct banks or conduit, or furnishing or installation of 12 any cable for FAA facilities. Requirements and payment for trenching and backfilling for the 13 installation of underground conduit and duct banks is covered under Item L -110 "Airport 14 Underground Electrical Duct Banks and Conduits." 15 16 17 EQUIPMENT AND MATERIALS 18 19 108 -2.1 GENERAL. 20 21 a. Airport lighting equipment and materials covered by Federal Aviation Administration (FAA) 22 specifications shall be approved under the Airport Lighting Equipment Certification 23 Program described in Advisory Circular (AC) 150/5345 -53, current version. 24 25 b. All other equipment and materials covered by other referenced specifications shall be subject 26 to acceptance through manufacturer's certification of compliance with the applicable 27 specification, when requested by the Engineer. 28 29 c. Manufacturer's certifications shall not relieve the Contractor of the Contractor's 30 responsibility to provide materials in accordance with these specifications and acceptable to 31 the Engineer. Materials supplied and /or installed that do not materially comply with these 32 specifications shall be removed, when directed by the Engineer and replaced with materials, 33 which do comply with these specifications, at the sole cost of the Contractor.. 34 35 d. All materials and equipment used to construct this item shall be submitted to the Engineer 36 for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets 37 or shop drawings shall be provided. Submittal data shall be presented in a clear, precise and 38 thorough manner. Original catalog sheets are preferred. Photocopies are acceptable provided 39 they are as good a quality as the original. Clearly and boldly mark each copy to identify 40 pertinent products or models applicable to this project. Indicate all optional equipment and 41 delete non - pertinent data. Submittals for components of electrical equipment and systems 42 shall identify the equipment for which they apply on each submittal sheet. Markings shall be 43 boldly and clearly made with arrows or circles (highlighting is not acceptable). Contractor is 44 solely responsible for delays in project accruing directly or indirectly from late submissions 45 or resubmissions of submittals. 46 Issued for Bid L -108 -1 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 e. The data submitted shall be sufficient, in the opinion of the Engineer, to determine compliance with the plans and specifications. The Contractor's submittals shall be neatly bound in a properly sized 3 -ring binder, tabbed by specification section. The Engineer reserves the right to reject any and all equipment, materials or procedures, which, in the Engineer's opinion, does not meet the system design and the standards and codes, specified herein. f. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of at least twelve (12) months from final acceptance by the Owner. The defective materials and /or equipment shall be repaired or replaced, at the Owner's discretion, with no additional cost to the Owner. The Contractor shall be responsible to maintain an insulation resistance of 50 megohms minima, (1000 V megger) with isolation transformers connected in new circuits and new segments of existing circuits through the end of the contract warranty period. 108 -2.2 CABLE. Underground cable for airfield lighting facilities (runway and taxiway lights and signs) shall conform to the requirements of AC 150/5345 -7, Specification for L -824 Underground Electrical Cable for Airport Lighting Circuits. Conductor sizes noted above shall not apply to leads furnished by manufacturers on airfield lighting transformers and fixtures. Wire for electrical circuits up to 600 volts shall comply with Specification L -824 and /or Federal Specification A -A -59544 and shall be type THWN -2 or XHHW. Cable type, size, number of conductors, strand and service voltage shall be as specified on the plans. 108 -2.3 BARE COPPER WIRE (COUNTERPOISE, BARE COPPER WIRE GROUND AND GROUND RODS). Wire for counterpoise or ground installations for airfield lighting systems shall be No. 6 AWG solid for counterpoise and or No. 6 AWG stranded for ground wire conforming to ASTM B 3 and ASTM B 8, and shall be bare copper wire conforming to the requirements of ASTM D 33. Ground rods shall be copper -clad steel. The ground rods shall be of the length and diameter specified on the plans, but in no case shall they be less than 8 -feet (240 cm) long nor less than 5/8 in (15 mm) in diameter. 108 -2.4 CABLE CONNECTIONS. In -line connections of underground primary cables shall be of the type called for on the plans, and shall be one of the types listed below. No separate payment will be made for cable connections. a. The Cast Splice. A cast splice, employing a plastic mold and using epoxy resin equivalent to that manufactured by Minnesota Mining and Manufacturing Company, "Scotchcast" Kit No. 82 - -B, or as manufactured by Hysol® Corporation, "Hyseal Epoxy Splice" Kit No. E1135, or equivalent, is used for potting the splice is acceptable. b. The Field- attached Plug -in Splice. Figure 3 of AC 150/5345 -26, Specification for L -823 Plug and Receptacle, Cable Connectors, employing connector kits, is acceptable for field attachment to single conductor cable. It shall be the Contractor's responsibility to determine Issued for Bid July 10, 2015 L -108 -2 Jviation, Inc. Jviation, Inc. Project No. EGE- LOC -15 -01 94 the outside diameter of the cable to be spliced and to furnish appropriately sized connector 95 kits and /or adapters and heat shrink tubing with integral sealant. 96 97 c. The Factory- Molded Plug -in Splice. Specification for L -823 Connectors, Factory- Molded 98 to Individual Conductors, is acceptable. 99 100 d. The Taped or Heat- Shrinked Splice. Taped splices employing field - applied rubber, or 101 synthetic rubber tape covered with plastic tape is acceptable. The rubber tape should meet 102 the requirements of ASTM D 4388 and the plastic tape should comply with Mil Spec. MIL - 103 I -24391 or Fed. Spec. A -A- 55809. Heat shrinkable tubing shall be heavy -wall, self - sealing 104 tubing rated for the voltage of the wire being spliced and suitable for direct -buried 105 installations. The tubing shall be factory coated with a thermoplastic adhesive - sealant that 106 will adhere to the insulation of the wire being spliced forming a moisture- and dirt -proof 107 seal. Additionally, heat shrinkable tubing for multi- conductor cables, shielded cables, and 108 armored cables shall be factory kits designed for the application. Heat shrinkable tubing and 109 tubing kits shall be manufactured by Tyco Electronics/ Raychem Corporation, Energy 110 Division, or approved equivalent. 111 112 In all the above cases, connections of cable conductors shall be made using crimp connectors using 113 a crimping tool designed to make a complete crimp before the tool can be removed. All L- 823/L- 114 824 splices and terminations shall be made in accordance with the manufacturer's recommendations 115 and listings. 116 117 All connections of counterpoise, grounding conductors and ground rods shall be made by the 118 exothermic process or approved equivalent, except the base can ground clamp connector shall be 119 used for attachment to the base can. All exothermic connections shall be made in accordance with 120 the manufacturer's recommendations and listings. 121 122 108 -2.5 SPLICER QUALIFICATIONS. Every airfield lighting cable splicer shall be qualified in 123 making cable splices and terminations on cables rated above 5,000 volts AC. The Contractor shall 124 submit to the Engineer proof of the qualifications of each proposed cable splicer for the cable type 125 and voltage level to be worked on. Cable splicing /terminating personnel shall have a minimum of 126 three (3) years continuous experience in terminating /splicing medium voltage cable. 127 128 108 -2.6 CONCRETE. Concrete for cable markers shall conform to Specification Item P -610, 129 "Structural Portland Cement Concrete." 130 131 108 -2.7 FLOWABLE BACKFILL. Flowable material used to backfill trenches for power cable 132 trenches shall conform to the requirements of Item P -153 "Controlled Low Strength Material ". 133 134 108 -2.8 CABLE IDENTIFICATION TAGS. Cable identification tags shall be made from a non - 135 corrosive material with the circuit identification stamped or etched onto the tag. The tags shall be of 136 the type as detailed on the plans. 137 138 108 -2.9 TAPE. Electrical tapes shall be Scotch Electrical Tapes — number Scotch 88 (1 -1/2" wide) 139 and Scotch 130C linerless rubber splicing tape (2" wide), as manufactured by the Minnesota Mining 140 and Manufacturing Company, or approved equivalent. 141 Issued for Bid L -108 -3 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 142 108 -2.10 ELECTRICAL COATING. ScotchkoteTM shall be as manufactured by Minnesota 143 Mining and Manufacturing Company, or approved equivalent. 144 145 108 -2.11 EXISTING CIRCUITS. Whenever the scope of work requires, connection to an existing 146 circuit, the circuit's insulation resistance shall be tested, in the presence of the Engineer. The test 147 shall be performed in accordance with this item and prior to any activity affecting the respective 148 circuit. The Contractor shall record the results on forms acceptable to the engineer. When the work 149 affecting the circuit is complete, the circuit's insulation resistance siall be checked again, in the 150 presence of the Engineer. The Contractor shall record the results on forms acceptable to the 151 engineer. The second reading shall be equal to or greater than the first reading or the Contractor 152 shall make the necessary repairs to the circuit to bring the second reading above the first reading. All 153 repair costs including a complete replacement of the L -823 connectors, L -830 transformers and L- 154 824 cable, if necessary, shall be borne by the Contractor. All test results shall be submitted in the 155 Operation and Maintenance (O&M) Manual. 156 157 158 CONSTRUCTION METHODS 159 160 108 -3.1 GENERAL. The Contractor shall install the specified cable at the approximate locations 161 indicated on the plans. Unless otherwise shown on the plans, all cable required to cross under 162 pavements expected to carry aircraft loads shall be installed in concrete encased duct banks. 163 Wherever possible, cable shall be run without splices, from connection to connection. 164 165 Cable connections between lights will be permitted only at the light locations for connecting the 166 underground cable to the primary leads of the individual isolation transformers. The Contractor 167 shall be responsible for providing cable in continuous lengths for home runs or other long cable 168 runs without connections, unless otherwise authorized in writing by the Engineer or shown on the 169 plans. 170 171 In addition to connectors being installed at individual isolation transformers, L -823 cable connectors 172 for maintenance and test points shall be installed at locations shown on the plans. Cable circuit 173 identification markers shall be installed on both sides of the L -823 connectors installed or at least 174 once in each access point where L -823 connectors are not installed. 175 176 Provide not less than 3 feet of cable slack on each side of all connections, isolation transformers, 177 light units, and at points where cable is connected to field equipment. Where provisions must be 178 made for testing or for future above grade connections, provide enough slack to allow the cable to 179 be extended at least 1 ft vertically above the top of the access structure. This requirement also 180 applies where primary cable passes through empty base cans, junction and access structures to allow 181 for future connections, or as designated by the Engineer. 182 183 108 -3.2 INSTALLATION IN DUCT BANKS OR CONDUITS. This item includes the 184 installation of the cable in duct banks or conduit as described below. The maximum number and 185 voltage ratings of cables installed in each single duct or conduit, and the current - carrying capacity of 186 each cable shall be in accordance with the latest National Electric Code, or the code of the local 187 agency or authority having jurisdiction. 188 Issued for Bid L -108 -4 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 189 The Contractor shall make no connections or splices of any kind in cables installed in conduits or 190 duct banks. 191 192 Unless otherwise designated in the plans, where ducts are in tiers, use the lowest ducts to receive the 193 cable first, with spare ducts left in the upper levels. Check duct routes prior to construction to 194 obtain assurance that the shortest routes are selected and interferences are avoided. 195 196 Duct banks or conduits shall be installed as a separate item in accordance with Item L -110, "Airport 197 Underground Electrical Duct Banks and Conduit." The Contractor shall run a mandrel through duct 198 banks or conduit prior to installation of cable to insure that the duct bank or conduit is open, 199 continuous and clear of debris. Mandrel size shall be compatible with conduit size. The Contractor 200 shall swab out all conduits /ducts and clean base can, manhole, etc. interiors IMMEDIATELY prior 201 to pulling cable. Once cleaned and swabbed the base cans and all accessible points of entry to the 202 duct /conduit system shall be kept closed except when installing cables. Cleaning of ducts, base cans, 203 manholes, etc. is incidental to the pay item of the item being cleaned. All raceway systems left open, 204 after initial cleaning, for any reason shall be recleaned at the Contractor's expense. All accessible 205 points shall be kept closed when not installing cable. The Contractor shall verify existing ducts 206 proposed for use in this project as clear and open. The Contractor shall notify the Engineer of any 207 blockage in the existing ducts. The cable shall be installed in a manner to prevent harmful stretching 208 of the conductor, injury to the insulation, or damage to the outer protective covering. The ends of 209 all cables shall be sealed with moisture -seal tape providing moisture -tight mechanical protection with 210 minimum bulk, or alternately, heat shrinkable tubing before pulling into the conduit and it shall be 211 left sealed until connections are made. Where more than one cable is to be installed in a conduit, all 212 cable shall be pulled in the conduit at the same time. The pulling of a cable through duct banks or 213 conduits may be accomplished by hand winch or power winch with the use of cable grips or pulling 214 eyes. Maximum pulling tensions shall be governed by cable manufacturer's recommendations. A 215 non - hardening lubricant recommended for the type of cable being installed shall be used where 216 pulling lubricant is required. 217 218 Contractor shall submit pulling tension values to the Engineer prior to any cable installation. If 219 required by the Engineer, pulling tension values for cable pulls shall be monitored by a 220 dynamometer in the presence of the Engineer. Cable pull tensions shall be recorded by the 221 Contractor and reviewed by the Engineer. Cables exceeding the maximum allowable pulling tension 222 values shall be removed and replaced by the Contractor at the Contractor's expense. 223 224 The manufacturer's minimum bend radius or the NEC requirements whichever is more restrictive 225 shall apply. Cable installation, handling and storage shall be per manufacturer's recommendations. 226 During cold weather, particular attention shall be paid to the manufacturer's minimum installation 227 temperature. Cable shall not be installed when the temperature is at or below the manufacturer's 228 minimum installation temperature. At the Contractor's option, the Contractor may submit a plan, 229 for review by the Engineer, for heated storage of the cable and maintenance of an acceptable cable 230 temperature during installation when temperatures are below the manufacturer's minimum cable 231 installation temperature. 232 233 Cable shall not be dragged across base can or manhole edges, pavement or earth. When cable must 234 be coiled, lay cable out on a canvas tarp or use other appropriate means to prevent abrasion to the 235 cable jacket. 236 Issued for Bid L -108 -5 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 237 108 -3.3 SPLICING. Connections of the type shown on the plans shall be made by experienced 238 personnel regularly engaged in this type of work and shall be made as follows: 239 240 a. Cast Splices. These shall be made by using crimp connectors for jointing conductors. 241 Molds shall be assembled, and the compound shall be mixed and poured in accordance with 242 manufacturer's instructions and to the satisfaction of the Engineer. 243 244 b. Field- attached Plug -in Splices. These shall be assembled in accordance with 245 manufacturer's instructions. These splices shall be made by plugging directly into mating 246 connectors. In all cases the joint where the connectors come together shall be wrapped with 247 at least one layer of rubber or synthetic rubber tape and one layer of plastic tape, one -half 248 lapped, extending at least 1 -1/2 in (37 mm) on each side of the joint. 249 250 c. Factory- Molded Plug -in Splices. These shall be made by plugging directly into mating 251 connectors. In all cases, the joint where the connectors come together shall be wrapped with 252 at least one layer of rubber or synthetic rubber tape and one layer of plastic tape, one -half 253 lapped, extending at least 1 -1/2 in (37 mm) on each side of the joint. 254 255 d. Taped or Heat - Shrinked Splices. A taped splice shall be made in the following manner: 256 Bring the cables to their final position and cut so that the conductors will butt. Remove 257 insulation and jacket allowing for bare conductor of proper length to fit compression sleeve 258 connector with 1/4 in (6 mm) of bare conductor on each side of the connector. Prior to 259 splicing, the two ends of the cable insulation shall be penciled using a tool designed 260 specifically for this purpose and for cable size and type. Do not use emery paper on splicing 261 operation since it contains metallic particles. The copper conductors shall be thoroughly 262 cleaned. Join the conductors by inserting them equidistant into the compression connection 263 sleeve. Crimp conductors firmly in place with crimping tool that requires a complete crimp 264 before tool can be removed. Test the crimped connection by pulling on the cable. Scrape the 265 insulation to assure that the entire surface over which the tape will be applied (plus 3 in (75 266 mm) on each end) is clean. After scraping wipe the entire area with a clean lint -free cloth. 267 Do not use solvents. 268 269 Apply high- voltage rubber tape one -half lapped over bare conductor. This tape should be 270 tensioned as recommended by the manufacturer. Voids in the connector area may be 271 eliminated by highly elongating the tape, stretching it just short of its breaking point. 272 Throughout the rest of the splice less tension should be used. Always attempt to exactly half - 273 lap to produce a uniform buildup. Continue buildup to 1 -1/2 times cable diameter over the 274 body. of the splice with ends tapered a distance of approximately 1 in (25 mm) over the 275 original jacket. Cover rubber tape with two layers of vinyl pressure - sensitive tape one -half 276 lapped. Do not use glyptol or lacquer over vinyl tape as they react as solvents to the tape. No 277 further cable covering or splice boxes are required. 278 279 Heat shrinkable tubing shall be installed following manufacturer's instructions. Direct flame 280 heating shall not be permitted unless recommended by the manufacturer. Cable surfaces 281 within the limits of the heat - shrink application shall be clean and free of contaminates prior 282 to application. 283 Issued for Bid L -108 -6 Jviadon, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 284 108 -3.4 BARE COUNTERPOISE WIRE INSTALLATION FOR LIGHTNING 285 PROTECTION AND GROUNDING. If shown on the plans or included in the job 286 specifications, bare counterpoise copper wire shall be installed for lightning protection of the 287 underground cables. Counterpoise wire shall be installed in the same trench for the entire length of 288 buried cable, conduits and duct banks that are installed to contain airfield cables. Where the cable or 289 duct /conduit trench runs parallel to the edge of pavement, the counterpoise shall be installed in a 290 separate trench located half the distance between the pavement edge and the cable or duct /conduit 291 trench. In trenches not parallel to pavement edges, counterpoise wire shall be installed continuously 292 a minimum of 4 in above the cable, conduit or duct bank, or as. shown on the plans if greater. 293 Additionally, counterpoise wire shall be installed at least 8 in below the top of subgrade in paved 294 areas or 10 in below finished grade in un -paved areas. This dimension may be less than 4 in where 295 conduit is to be embedded in existing pavement. Counterpoise wire shall not be installed in conduit. 296 The counterpoise wire shall be routed around to each light fixture base, mounting stake, or 297 junction /access structures. The counterpoise wire shall also be exothermically welded to ground 298 rods installed as shown on the plans but not more than 500 ft (150 m) apart around the entire 299 circuit. 300 301 The counterpoise system shall be continuous and terminate at the transformer vault or at the power 302 source. It shall be securely attached to the vault or equipment external ground ring or other made 303 electrode grounding system. The connections shall be made as shown on the plans and in the 304 specifications. 305 306 If shown on the plans or in the specifications, a separate equipment (safety) ground system shall be 307 provirled in addition to the counte —oise wire using one of the following methods: 308 309 (1) A ground rod installed at and securely attached to each light fixture base, mounting stake 310 if painted, and to all metal surfaces at junction /access structures. 311 312 (2) Install an insulated equipment ground conductor internal to the conduit system and 313 securely attached it to each light fixture base and to all metal surfaces at junction /access 314 structures. This equipment ground conductor shall also be exothermically welded to 315 ground rods installed not more than 500 feet (150 m) apart around the circuit. 316 317 a. Counterpoise Installation Above Multiple Conduits and Duct Banks. Counterpoise 318 wires shall be installed above multiple conduits /duct banks for airfield lighting cables, with 319 the intent being to provide a complete cone of protection over the airfield lighting cables. 320 When multiple conduits and /or duct banks for airfield cable are installed in the same trench, 321 the number and location of counterpoise wires above the conduits shall be adequate to 322 provide a complete cone of protection measured 22'/2 degrees each side of vertical. 323 324 Where duct banks pass under pavement to be constructed in the project, the counterpoise 325 shall be placed above the duct bank. Reference details on the construction plans. 326 327 b. Counterpoise Installation at Existing Duct Banks. When airfield lighting cables are 328 indicated on the plans to be routed through existing duct banks, the new counterpoise wiring 329 shall be terminated at ground rods at each end of the existing duct bank where the cables 330 being protected enter and exit the duct bank. The new counterpoise conductor shall be 331 bonded to the existing counterpoise system. Issued for Bid L -108 -7 Jviadon, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 332 108 -3.5 EXOTHERMIC BONDING. Bonding of counterpoise wire shall be by the exothermic 333 welding process. Only personnel experienced in and regularly engaged in this type of work shall 334 make these connections. 335 336 Contractor shall demonstrate to the satisfaction of the Engineer, the welding kits, materials and 337 procedures to be used for welded connections prior to any installations in the field. The installations 338 shall comply with the manufacturer's recommendations and the following: 339 340 a. All slag shall be removed from welds. 341 342 b. For welds at light fixture base cans, all galvanized coated surface areas and "-melt" areas, 343 both inside and outside of base cans, damaged by exothermic bond process shall be restored 344 by coating with a liquid cold - galvanizing compound conforming to U.S. Navy galvanized 345 repair coating meeting Mil. Spec. MIL -P- 21035. Surfaces to be coated shall be prepared and 346 compound applied in accordance with manufacturer's recommendations. 347 348 c. All buried copper and weld material at weld connections shall be thoroughly coated 6 mil of 349 3M "Scotchkote," or approved equivalent, or coated with coal tar Bitumastic® material to 350 prevent surface exposure to corrosive soil or moisture. 351 352 108 -3.6 TESTING. The Contractor shall furnish all necessary equipment and appliances for testing 353 the airport electrical systems and underground cable circuits before and after installation. The 354 Contractor shall perform all tests in the presence of the Engineer. The Contractor shall demonstrate 355 the electrical characteristics to the satisfaction of the Engineer. All costs for testing are incidental to 356 the respective item being tested. For phased projects, the tests must be completed by phase and 357 results meeting the specifications below must be maintained by the Contractor throughout the entire 358 project as well as during the ensuing warranty period. 359 360 Earth resistance testing methods shall be submitted to the Engineer for approval. Earth resistance 361 testing results shall be recorded on an approved form and testing shall be performed in the presence 362 of the Engineer. All such testing shall be at the sole expense of the Contractor. 363 364 Should the counterpoise or ground grid conductors be damaged or suspected of being damaged by 365 construction activities the Contractor shall test the conductors for continuity with a low resistance 366 ohmmeter. The conductors shall be isolated such that no parallel path exists and tested for 367 continuity. The Engineer shall approve of the test method selected. All such testing shall be at the 368 sole expense of the Contractor. 369 370 After installation, the Contractor shall test and demonstrate to the satisfaction of the Engineer the 371 following: 372 373 a. That all affected lighting power and control circuits (existing and new) are continuous and 374 free from short circuits. 375 376 b. That all affected circuits (existing and new) are free from unspecified grounds. 377 378 c. That the insulation resistance to ground of all new non - grounded series circuits or cable 379 segments is not less than 50 megohms. Issued for Bid L -108 -8 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 380 d. That the insulation resistance to ground of all non - grounded conductors of new multiple 381 circuits or circuit segments is not less than 50 megohms. 382 383 e. That all affected circuits (existing and new) are properly connected in accordance with 384 applicable wiring diagrams. 385 386 f. That all affected circuits (existing and new) are operable. Tests shall be conducted that 387 include operating each control not less than 10 times and the continuous operation of each 388 lighting and power circuit for not less than 1/2 hour. 389 390 g. That the impedance to ground of each ground rod does not exceed 25 ohms prior to 391 establishing connections to other ground electrodes. The fall-of- potential ground impedance 392 test shall be used, as described by ANSI /IEEE Standard 81, to verify this requirement. 393 394 Two copies of tabulated results of all cable tests performed shall be supplied by the Contractor to 395 the Engineer. Where connecting new cable to existing cable, ground resistance tests shall be 396 performed on the new cable prior to connection to the existing circuit. 397 398 There are no approved "repair" procedures for items that have failed testing other than complete 399 replacement. 400 401 402 METHOD OF MEASUREMENT 403 404 108 -4.1 Cable or counterpoise wire installed in trench, duct bank or conduit shall be measured by the 405 number of linear feet (meters) of cable or counterpoise wire installed in trenches, duct bank or 406 conduit, including ground rods and grounding connectors, and trench marking tape ready for 407 operation, and accepted as satisfactory. Separate measurement shall be made for each cable or 408 counterpoise wire installed in trench, duct bank or conduit. The measurement for this item shall not 409 include additional quantities required for slack. No separate measurement or payment will be made 410 for cable or counterpoise slack or ground rods. 411 412 413 BASIS OF PAYMENT 414 415 108 -5.1 Payment will be made at the contract unit price for bare counterpoise wire installed in 416 trench, or cable and equipment ground installed in duct bank or conduit, in place by the Contractor 417 and accepted by the Engineer. This price shall be full compensation for furnishing all materials and 418 for all preparation and installation of these materials, and for all labor, equipment, tools, and 419 incidentals, including ground rods and ground connectors and trench marking tape, necessary to 420 complete this item. 421 422 Payment will be made under: 423 424 REFER TO APPENDIX P FOR TIEM DESCRIPTIONS. 425 Issued for Bid L -108 -9 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 426 MATERIAL REQUIREMENTS 427 AC 150/5345 -7 Specification for L -824 Underground Electrical Cable for Airport Lighting Circuits AC 150/5345 -26 Specification for L -823 Plug and Receptacle Cable Connectors FED SPEC A -A -59544 Cable and Wire, Electrical (Power, Fixed Installation) FED SPEC A -A -55809 Insulation Tape, Electrical, Pressure - Sensitive Adhesive, Plastic ASTM B 3 Soft or Annealed Copper Wire ASTM D 4388 Rubber tapes, Nonmetallic Semiconducting and Electrically Insulating 428 429 43o REFERENCE DOCUMENTS 431 432 433 434 435 NFPA No. 70 National Electrical Code (NEC) MIL- S- 23586C Sealing Compound, Electrical, Silicone Rubber NN Building Industry Consulting Service International (BICSI) ANSI /IEEE Std IEEE Guide for Measuring Earth Resistivity, Ground Impedance, and Earth 81 Surface Potentials of a Ground System Issued for Bid July 10, 2015 * *END OF ITEM L -108 ** L- 108 -10 Jviation,Inc. Jviation, Inc. Project No. EGE- LOC -15 -01 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 ITEM L -110 AIRPORT UNDERGROUND ELECTRICAL DUCT BANKS AND CONDUITS DESCRIPTION 110 -1.1 This item shall consist of underground electrical conduits and duct banks (single or multiple conduits encased in concrete) installed in accordance with this specification at the locations and in accordance with the dimensions, designs, and details shown on the plans. This item shall include furnishing and installing of all underground electrical duct banks and individual and multiple underground conduits. It shall also include all turfing trenching, backfilling, removal, and restoration of any paved or turfed areas; concrete encasement, mandreling, pulling lines, duct markers, plugging of conduits, and the testing of the installation as a completed system ready for installation of cables in accordance with the plans and specifications. This item shall also include furnishing and installing conduits and all incidentals for providing positive drainage of the system. Verification of existing ducts is incidental to the pay items provided in this specification. EQUIPMENT AND MATERIALS 110 -2.1 GENERAL. a. All equipment and materials covered by referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable specification when so requested by the Engineer. b. Manufacturer's certifications shall not relieve the Contractor of the Contractor's responsibility to provide materials in accordance with these specifications and acceptable to the Engineer. Materials supplied and /or installed that do not materially comply with these specifications shall be removed, when directed by the Engineer and replaced with materials, which do comply with these specifications, at the sole cost of the Contractor. c. All materials and equipment used to construct this item shall be submitted to the Engineer for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Submittal data shall be presented in a clear, precise and thorough manner. Original catalog sheets are preferred. Photocopies are acceptable provided they are as good a quality as the original. Clearly and boldly mark each copy to identify pertinent products or models applicable to this project. Indicate all optional equipment and delete non - pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment for which they apply on each submittal sheet. Markings shall be boldly and clearly made with arrows or circles (highlighting is not acceptable). Contractor is solely responsible for delays in project accruing directly or indirectly from late submissions or resubmissions of submittals. d. The data submitted shall be sufficient, in the opinion of the Engineer, to determine compliance with the plans and specifications. The Contractor's submittals shall be neatly bound in a properly sized 3 -ring binder, tabbed by specification section. The Engineer Issued for Bid L -110 -1 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 reserves the right to reject any and all equipment, materials or procedures, which, in the Engineer's opinion, does not meet the system design and the standards and codes, specified herein. e. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of at least twelve (12) months from final acceptance by the Owner. The defective materials and /or equipment shall be repaired or replaced, at the Owner's discretion, with no additional cost to the Owner. 110 -2.2 STEEL CONDUIT. Rigid galvanized steel conduit and fittings shall be hot dipped galvanized inside and out and conform to the requirements of Underwriters Laboratories Standard 6, 51413, and 1242. 110 -2.3 PLASTIC CONDUIT. Plastic conduit and fittings -shall conform to the requirements of Fed. Spec. W - -C -1094, Underwriters Laboratories Standards UL -651 and Article 352 of the current National Electrical Code shall be one of the following, as shown on the plans: a. Type I— Schedule 40 PVC suitable for underground use either direct- buried or encased in concrete. b. Type II— Schedule 40 PVC suitable for either above ground or underground use. The type of adhesive shall be as recommended by the conduit /fitting manufacturer. 110 -2.4 SPLIT CONDUIT. Split conduit shall be pre - manufactured for the intended purpose and shall be made of steel or plastic. 110 -2.5 CONDUIT SPACERS. Conduit spacers shall be prefabricated interlocking units manufactured for the intended purpose. They shall be of double wall construction made of high grade, high density polyethylene complete with interlocking cap and base pads, They shall be designed to accept No. 4 reinforcing bars installed vertically. 110 -2.6 CONCRETE. Concrete shall conform to Item P -610, Structural Portland Cement Concrete, using 1 inch maximum size coarse aggregate with a minimum 28 day compressive strength of 4000 psi. Where required to meet project schedule and phasing requirements, concrete shall use high early strength cement. Where reinforced duct banks are specified, reinforcing steel shall conform to ASTM A 615 Grade 60. Concrete and reinforcing steel are incidental to the respective pay item of which they are a component part. 110 -2.7 FLOWABLE BACKFILL. Flowable material used to back fill conduit and duct bank trenches shall conform to the requirements of Item P -153 "Controlled Low Strength Material ". 110 -2.8 DETECTABLE WARNING TAPE Plastic, detectable, color as noted magnetic tape shall be polyethylene film with a metallized foil core and shall be 4 - 6 in (75 - 150 mm) wide. Detectable tape is incidental to the respective bid item. Issued for Bid L -110 -2 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 95 CONSTRUCTION METHODS 96 97 110 -3.1 GENERAL. The Contractor shall install underground duct banks and conduits at the 98 approximate locations indicated on the plans. The Engineer shall indicate specific locations as the 99 work progresses, if required to differ from the plans. Duct banks and conduits shall be of the size, 100 material, and type indicated on the plans or specifications. Where no size is indicated on the plans or 101 in the specifications, conduits shall be not less than 2 in (50 mm) inside diameter or comply with the 102 National Electrical Code based on cable to be installed, whichever is larger. All duct bank and 103 conduit lines shall be laid so as to grade toward access points and duct or conduit ends for drainage. 104 Unless shown otherwise on the plans, grades shall be at least 3 in (75 mm) per 100 feet (30 m). On 105 runs where it is not practicable to maintain the grade all one way, the duct bank and conduit lines 106 shall be graded from the center in both directions toward access points or conduit ends, with a drain 107 into the storm drainage system. Pockets or traps where moisture may accumulate shall be avoided. 108 No duct bank or underground conduit shall be less than 18 in below finished grade. Where under 109 pavement, the top of the duct bank shall not be less than 18 in below the subgrade. 110 111 The Contractor shall mandrel each individual conduit whether the conduit is direct -buried or part of 112 a duct bank. An iron -shod mandrel, not more than 'Ain (6 mm) smaller than the bore of the conduit 113 shall be pulled or pushed through each conduit. The mandrel shall have a leather or rubber gasket 114 slightly larger than the conduit hole. 115 116 The Contractor shall swab out all conduits /ducts and clean base can, manhole, pull boxes, etc. 117 interiors IMMEDIATELY prior to pulling cable. Once cleaned and swabbed the base cans, 118 manhole, pull boxes, etc. and all accessible points of entry to the duct /conduit system shall be kept 119 closed except when installing cables. Cleaning of ducts, base cans, manholes, etc. is incidental to the 120 pay item of the item being cleaned. All raceway systems left open, after initial cleaning, for any 121 reason shall be recleaned at the Contractor's expense. All accessible points shall be kept closed when 122 not installing cable. The Contractor shall verify existing ducts proposed for use in this project as 123 clear and open. The Contractor shall notify the Engineer of any blockage in the existing ducts. 124 125 For pulling the permanent wiring, each individual conduit, whether the conduit is direct -buried or 126 part of a duct bank, shall be provided with a 200 pound test polypropylene pull rope. The ends shall 127 be secured and sufficient length shall be left in access points to prevent it from slipping back into 128 the conduit. Where spare conduits are installed, as indicated on the plans, the open ends shall be 129 plugged with removable tapered plugs, designed for this purpose. 130 131 All conduits shall be securely fastened in place during construction and shall be plugged to prevent 132 contaminate from entering the conduits. Any conduit section having a defective joint shall not be 133 installed. Ducts shall be supported and spaced apart using approved spacers at intervals not to 134 exceed 5 feet. 135 136 Unless otherwise shown on the plans, concrete encased duct banks shall be used when crossing 137 under pavements expected to carry aircraft loads. 138 139 Where turf is well established and the sod can be removed, it shall be carefully stripped and properly 140 stored. 141 Issued for Bid L -110 -3 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 142 Trenches for conduits and duct banks may be excavated manually or with mechanical trenching 143 equipment unless in pavement, in which case they shall be excavated with mechanical trenching 144 equipment. Walls of trenches shall be essentially vertical so that a minimum of shoulder surface is 145 disturbed. Blades of graders shall not be used to excavate the trench., 146 147 When rock is encountered, the rock shall be removed to a depth of at least 3 in below the required 148 conduit or duct bank depth and it shall be replaced with bedding material of earth or sand 149 containing no mineral aggregate particles that would be retained on a 1/4 in sieve. Flowable backfill 150 may alternatively be used. The Contractor shall ascertain the type of soil or rock to be excavated 151 before bidding. All.such rock removal shall be considered incidental to the L -110 bid item. 152 153 Underground electrical warning (Caution) tape shall be installed in the trench above all underground 154 duct banks and conduits in unpaved areas. Contractor shall submit a sample of the proposed 155 warning tape for approval by the Engineer. If not shown on the plans, the warning tape shall be 156 located six in above the duct /conduit or the counterpoise wire if present. 157 158 Joints in plastic conduit shall be prepared in accordance with the manufacturer's recommendations 159 for the particular type of conduit. Plastic conduit shall be prepared by application of a plastic cleaner 160 and brushing a plastic solvent on the outside of the conduit ends and on the inside of the couplings. 161 The conduit fitting shall then be slipped together with a quick one - quarter turn twist to set the joint 162 tightly. Where more than one conduit is placed in a single trench, or in duct banks, joints in the 163 conduit shall be staggered a minimum of 2 feet. 164 165 Changes in direction of runs exceeding 10 degrees, either vertical or horizontal, shall be 166 accomplished using manufactured sweep bends. 167 168 Whether or not specifically indicated on the drawings, where the soil encountered at established duct 169 bank grade is an unsuitable material, as determined by the Engineer, the unsuitable material shall be 170 removed to a depth of at least 3 inches below the required conduit or duct bank depth and it shall be 171 replaced with 3/4" road base or select material. Alternatively, additional duct bank supports that are 172 adequate and stable shall be installed, as approved by the Engineer. Unless otherwise specified, 173 excavated materials that are deemed by the Engineer to be unsuitable for use in backfill or 174 embankments shall be removed and disposed of off site. 175 176 All excavation shall be unclassified and shall be considered incidental to the respective L -110 pay 177 item of which it is a component part. Dewatering necessary for duct installation, erosion and 178 turbidity control, in accordance with Federal, State, and Local requirements is incidental to its 179 respective pay item as a part of Item L -110. The cost of all excavation regardless of type of material 180 encountered, shall be included in the unit price bid for the L -110 Item. 181 182 Unless otherwise specified, excavated materials that are deemed by the Engineer to be unsuitable for 183 use in backfill or embankments shall be removed and disposed of offsite. 184 185 Any excess excavation shall be filled with suitable material approved by the Engineer and compacted 186 to 95 percent of its maximum dry density for cohesive soils or 100 percent for non - cohesive soils as 187 determined by ASTM D 1557, at one test per every 200 lineal feet of trench per 8 inch lift of trench. 188 Issued for Bid L -110 -4 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 189 It is the Contractor's responsibility to locate existing utilities within the work area prior to 190 excavation. Where existing active cables) cross proposed installations, the Contractor shall insure 191 that these cables are adequately protected. Where crossings are unavoidable, no splices will be 192 allowed in the existing cables, except as specified on the plans. Installation of new cable where such 193 crossings must occur shall proceed as follows: 194 195 (1) Existing cables shall be located manually. Unearthed cables shall be inspected to assure 196 absolutely no damage has occurred 197 198 (2) Trenching, etc., in cable areas shall then proceed with approval of the Engineer, with 199 care taken to minimize possible damage or disruption of existing cable, including careful 200 backfilling in area of cable. 201 202 In the event that any previously identified cable is damaged during the course of construction, the 203 Contractor shall be responsible for the complete repair. 204 205 110 -3.2 DUCT BANKS. Unless otherwise shown in the plans, duct banks shall be installed so that 206 the top of the concrete envelope is not less than 18 in (45 cm) below the bottom of the base or 207 stabilized base course layers where installed under runways, taxiways, aprons, or other paved areas, 208 and not less than 18 in (45 cm) below finished grade where installed in unpaved areas. 209 210 Unless otherwise shown on the plans, duct banks under paved areas shall extend at least 3 feet (90 211 cm) beyond the edges of the pavement or 3 feet (90 cm) beyond any underdrains that may be 212 installed alongside the paved area. Trenches for duct banks shall be opened the complete length 213 before concrete is placed so that if any obstructions are encountered, proper provisions can be made 214 to avoid them. Unless otherwise shown on the plans, all duct banks shall be placed on a layer of 215 concrete not less than 3 in (75 mm) thick prior to its initial set. Where two or more conduits in the 216 duct bank are intended to carry conductors of equivalent voltage insulation rating, the Contractor 217 shall space the conduits not less than 1 -1/2 in (37 mm) apart (measured from outside wall to outside 218 wall). Where two or more conduits in the duct bank are intended to carry conductors of differing 219 voltage insulation rating, the Contractor shall space the conduits not less than 3 in apart (measured 220 from outside wall to outside wall). All such multiple conduits shall be placed using conduit spacers 221 applicable to the type of conduit. As the conduit laying progresses, concrete shall be placed around 222 and on top of the conduits not less than 3 in (75 mm) thick unless otherwise shown on the plans. 223 End bells or couplings shall be installed flush with the concrete encasement at access points. 224 225 Conduits forming the duct bank shall be installed using conduit spacers. No. 4 reinforcing bars shall 226 be driven vertically into the soil a minimum of 6 in to anchor the assembly into the earth prior to 227 placing the concrete encasement. For this purpose, the spacers shall be fastened down with locking 228 collars attached to the vertical bars. Spacers shall be installed at 5 ft intervals. Spacers shall be in the 229 proper sizes and configurations to fit the conduits. Locking collars and spacers shall be submitted to 230 the Engineer for review prior to use. 231 232 When specified, the Contractor shall reinforce the bottom side and top of encasements with steel 233 reinforcing mesh or fabric or other approved metal reinforcement. When directed, the Contractor 234 shall supply additional supports where the ground is soft and boggy, where ducts cross under 235 roadways, or where shown on the plans. Under such conditions, the complete duct structure shall be Issued for Bid L -110 -5 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 236 supported on reinforced concrete footings, piers, or piles located at approximately 5 ft (150 cm) 237 intervals. 238 239 All pavement surfaces that are to have ducts installed therein shall be neatly saw cut to form a 240 vertical face. All excavation shall be included in the contract with price for the duct. 241 242 Install a plastic, detectable, color as noted, 4 - 6 in (75 — 150 mm) wide tape 8 in (200 mm) minimum 243 below grade above all underground conduit or duct lines not installed under pavement. 244 245 When existing cables are to be placed in split duct, encased in concrete, the cable shall be carefully 246 located and exposed by hand tools. Prior to being placed in duct, the Engineer shall be notified so 247 that he may inspect the cable and determine that it is in good condition. Where required, split duct 248 shall be installed as shown on the drawings or as required by the Engineer. 249 250 110 -3.3 CONDUITS WITHOUT CONCRETE ENCASEMENT. Trenches for single- conduit 251 lines shall be not less than 6 in (150 mm) nor more than 12 in (300 mm) wide, and the trench for 2 252 or more conduits installed at the same level shall be proportionately wider. Trench bottoms for 253 conduits without concrete encasement shall be made to conform accurately to grade so as to provide 254 uniform support for the conduit along its entire length. 255 256 Unless otherwise shown on the plans, a layer of fine earth material, at least 4 in (100 mm) thick 257 (loose measurement) shall be placed in the bottom of the trench as bedding for the conduit. The 258 bedding material shall consist of soft dirt, sand or other fine fill, and it shall contain no particles that 259 would be retained on a 1/4 in (6 mm) sieve. The bedding material shall be tamped until firm. 260 Flowable backfill may alternatively used. 261 262 Unless otherwise shown on plans, conduits shall be installed so that the tops of all conduits are at 263 least 18 in (45 cm) below the finished grade. 264 265 When two or more individual conduits intended to carry conductors of equivalent voltage insulation 266 rating are installed in the same trench without concrete encasement, they shall be spaced not less 267 than 2 in (50 mm) apart (measured from outside wall to outside wall) in a horizontal direction and 268 not less than 6 in (150 mm) apart in a vertical direction. Where two or more individual conduits 269 intended to carry conductors of differing voltage insulation rating are installed in the same trench 270 without concrete encasement, they shall spaced not less than 3 in (75 mm) apart (measured from 271 outside wall to outside wall) in a horizontal direction and lot less than 6 in (150 mm) apart in a 272 vertical direction. 273 274 Trenches shall be opened the complete length between normal termination points before conduit is 275 installed so that if any unforeseen obstructions are encountered, proper provisions can be made to 276 avoid them. 277 278 Conduits shall be installed using conduit spacers. No. 4 reinforcing bars shall be driven vertically 279 into the soil a minimum of 6 in to anchor the assembly into the earth while backfilling. For this 280 purpose, the spacers shall be fastened down with locking collars attached to the vertical bars. 281 Spacers shall be installed at 5 ft intervals. Spacers shall be in the proper sizes and configurations to 282 fit the conduits. Locking collars and spacers shall be submitted to the Engineer for review prior to 283 use. Issued for Bid L -110 -6 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 284 110 -3.4 MARKERS. The location of each end and of each change of direction of conduits and duct 285 banks shall be marked by a concrete slab marker 2 feet (60 cm) square and 4 - 6 in (100 - 150 mm) 286 thick extending approximately 1 in (25 mm) above the surface. The markers shall also be located 287 directly above the ends of all conduits or duct banks, except where they terminate in a 288 junction /access structure or building. 289 The Contractor shall impress the word "DUCT" or "CONDUIT" on each marker slab. The 290 Contractor shall also impress on the slab the number and size of conduits beneath the marker along 291 with all other necessary information as determined by the Engineer. The letters shall be 4 in (100 292 mm) high and 3 in (75 mm) wide with width of stroke '/2 in (12 mm) and 1/4 in (6 mm) deep or as 293 large as the available space permits. Furnishing and installation of duct markers is incidental to the 294 respective duct pay item. 295 296 110 -3.5 BACKFILLING FOR CONDUITS. For conduits, 8 inches (200 cm) of sand, soft earth, 297 or other fine fill (loose measurement) shall be placed around the conduits ducts and carefully 298- tamped around and over them with hand tampers. The remaining trench shall then be backfilled 299 and compacted to 95 percent of its maximum dry density for cohesive soils or 100 percent for 300 noncohesive soils as determined by ASTM D 1557, at one test per every 200 lineal feet of trench per 301 8 inch lift of trench. Material used for back fill shall be select material not larger than 4 inches in 302 diameter. Flowable backfill may alternatively be used. Trenches shall not contain pools of water 303 during backfilling operations. 304 305 Flowable backfill may alternatively be used. 306 307 Trenches shall not contain pools of water during back, filling operations. 308 309 The trench shall be completely backfilled and tamped level with the adjacent surface: except that, 310 where sod is to be placed over the trench, the backfilling shall be stopped at a depth equal to the 311 thickness of the sod to be used, with proper allowance for settlement. 312 313 Any excess excavated material shall be removed and disposed of in accordance with instructions 314 issued by the Engineer. 315 316 110 -3.6 BACKFILLING FOR DUCT BANKS. After the concrete has cured, the remaining 317 trench shall be backfilled and compacted to 95 percent of its maximum dry density for cohesive soils 318 or 100 percent for non - cohesive soils as determined by ASTM D 1557, at one test per every 200 319 lineal feet of trench per 8 inch lift of trench. Material used for backfill shall be select material not 320 larger than 4 inches in diameter. Where duct banks are installed under pavement, one 321 moisture /density test per lift shall be made for each 250 linear feet of duct bank or one work 322 period's construction, whichever is less. Flowable backfill may alternatively be used. Trenches shall 323 not contain pools of water during backfilling operations. 324 325 Flowable backfill may alternatively be used. 326 327 Trenches shall not contain pools of water during backfilling operations. 328 329 The trench shall be completely backfilled and tamped level with the adjacent surface: except that, 330 where sod is to be placed over the trench, the backfilling shall be stopped at a depth equal to the 331 thickness of the sod to be used, with proper allowance for settlement. Issued for Bid L -110 -7 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01 r 332 Any excess excavated material shall be removed and disposed of in accordance with instructions 333 issued by the Engineer. 334 335 110 -3.7 RESTORATION. Where sod has been removed, it shall be replaced as soon as possible 336 after the backfilling is completed. All areas disturbed by the work shall be restored to its original 337 condition. The restoration shall include seeding and mulching shown on the plans. The Contractor 338 shall be held responsible for maintaining all disturbed surfaces and replacements until final 339 acceptance. All restoration shall be considered incidental to the respective L -110 pay item. 340 341 METHOD OF MEASUREMENT 342 343 110 -4.1 Underground conduits and duct banks shall be measured by the linear feet (meter) of 344 conduits and duct banks installed, including encasement, locator tape, trenching and backfill with 345 designated, resolution, and for drain lines, the termination at the drainage structure, all measured in 346 place, completed, and accepted. Separate measurement shall be made for the various types and sizes. 347 348 349 BASIS OF PAYMENT 350 351 110 -5.1 Payment will be made at the contract unit price per linear foot for each type and size of 352 conduit and duct bank completed and accepted, including trench and backfill with the designated 353 material, and, for drain lines, the termination at the drainage structure. This price shall be full 354 compensation for furnishing all materials and for all preparation, assembly, and installation of these 355 materials, and for all labor, equipment, tools, and incidentals necessary to complete this item in 356 accordance with the provisions and intent of the plans and specifications. 357 358 Payment will be made under: 359 360 REFER TO APPENDIX P FOR ITEM DESCRIPTIONS. 361 362 363 MATERIAL REQUIREMENTS 364 Fed. Spec. W -C -1094 Conduit and Conduit Fittings; Plastic, Rigid (cancelled; replaced by UL 514 Boxes, Nonmetallic Outlet, Flush Device Boxes, & Covers, and UL 651 Standard for Conduit & Hope Conduit, Type EB & A Rigid PVC) Underwriters Laboratories Standard 6 Underwriters Laboratories Standard 514B Issued for Bid July 10, 2015 Rigid Metal Conduit Fittings for Cable and Conduit L -110 -8 Jviation, Inc. Jviation, Inc. Project No. EGE- LOC -15 -01 365 366 367 368 Underwriters Laboratories Standard 1242 Underwriters Laboratories Standard 651 Underwriters Laboratories Standard 651A Issued for Bid July 10, 2015 Intermediate Metal Conduit Schedule 40 and 80 Rigid PVC Conduit (for Direct Burial) Type EB and A Rigid PVC Conduit and HDPE Conduit (for concrete encasement) * *END OF ITEM L -110 ** L -110 -9 Jviation, Inc. Jviation, Inc. Project No. EGE- LOC -15 -01 369 Issued for Bid July 10, 2015 L- 110 -10 Jviation, Inc. Jviation, Inc. Project No. EGE- LOC -15 -01 APPENDIX P ITEM ITEM DESCRIPTION UNIT 105a Mobilization Lumn Sum 304a CDOT Class 6 Aggregate Base Course Cubic Yard TOG -la 8 -Inch Sanitary Sewer Pipe Linear Foot TOG -lb 4 -Inch Sanitary Sewer Service Linear Foot TOG -1c 2 -Inch Sanitary Sewer Drain Pipe Linear Foot TOG-1d Connect To Existing Sanitary Sewer Each TOG -le Sanitary Sewer Manhole Each TOG-1f 4 -Inch Sanitary Sewer Cleanout Each TOG -1g 8 -Inch Sanitary Sewer Cleanout Each TOG-1h Install 8 -Inch Sanitary Sewer Plug Each TOG -2a 12-Inch-Water Line (D.I.P.) Linear Foot TOG -2b 12 -Inch Water Line Restrained (D.I.P.) Linear Foot TOG -2c Install 12 -Inch To 6 -Inch Reducer Each TOG -2d 6 -Inch Water Line (D.I.P.) Linear Foot TOG -2e 6 -Inch Water Line Restrained (D.I.P.) Linear Foot TOG -2f 1/2 -Inch Water Copper Trap Primer Line Linear Foot TOG -2g 3/4 -Inch Water Service Line Linear Foot TOG -2h 1 -1/4 -Inch Water, Service Line Linear Foot TOG -2i Install 12 -Inch Gate Valve Assembly Complete Each TOG -2j Connect To Existing Water Line Each TOG -2k Install Fire Hydrant Assembly (Gate Valve Included) Each TOG -21 Install Air- Vacuum Valve Vault And Plug Each L -108a Install #1 AWG, 600V, XI II IW Linear Foot L -108b Install #8 AWG, 600V, Ground Linear Foot L -110a Install 1 -2" PVC Duct, Direct Earth Buried Linear Foot Issued for Bid Appendix P -1 Jviation, Inc. July 10, 2015 Jviation, Inc. Project No. EGE- LOC -15 -01