Page 1 1 a Phew PO bagpepd Pho 55-012: AN ORDINANCE REGULATING ALL EXCAVATION WORK OF EXISTING STREETS AND IMPROVEMENTS 1979 Sponsored by: The Commission . / BE IT ORDAINED BY THE BOARD OF C ISSIONERS OF THE ‘CITY OF MOBILE, ALABAMA, as follows: SECTION 1. Excavations - Permit - Required: Exceptions. It shall be unlawful, except in an emergency, as set forth . in Section 2 of this ordinance, for any person to make any opening, cuts or excavations in or under the surface of any street, alley, sidewalk or public way of the City, including improved drainage easements, without having first obtained a written permit from the City Engineer, the plan for which has’ been approved by the Traffic Engineer, and without first having requested and having been furnished the proper City Inspector to supervise and inspect the work on behalf of the City. It shall also be unlawful for any person to whom such permit has been issued to do or cause to be done the work authorized therein without complying with the specifications on file in the City Engineer's office for the type of cut or excavation made, and also without complying with inspection requirements contained in such permit. SECTION 2. Emergency Procedures. In the event that any sewer, gas line or main, electrical conduit, telephone communication cable or other utility installation dangerous to life or property if unrepaired, in or under any street, alley, sidewalk, or public way shall burst, break, dangerously leak, or otherwise be in such emergency condition as seriously to endanger persons or property of other than the owner, if left unrepaired, the owner of such sewer, gas line or main, electrical conduit, or other installation shall immediately repair such trouble and shall immediately take all necessary steps to make such location safe and secure. Such owner shall not, however, begin making any Page 2 permanent repairs to such street, alley, or sidewalk, until he shall have secured a permit as provided in this ordinance. Such permit shall be secured immediately after such emergency break shall have developed. ‘The City Engineering Department, or Public Works Department on a non-workday, shall be notified on the day of the emergency cut. SECTION 3. Permit - Application; Information required - Generally. . ; All applications to the City Engineer for a permit to make openings, cuts or excavations in City streets, sidewalks, curbs, gutters and rights-of-way, shall be in writing and shall be accompanied by at least one copy of a location plan showing the size of the work, the location with reference to lot and street lines, and existing buildings, driveways, curbs, side- walks, trees, poles or other objects that might affect the work. The application shall state the number of workdays which are expected to be necessary for completion of the initial patch or repaving. The permit issued shall be made subject to completion in the time stated’ by the City Engineer in the permit. SECTION 4. Permit —- Bond. (a) The City Engineer shall require each applicant referred to in this ordinance, before granting the permit, to deposit with his office an amount in cash or a surety bond equal to the amount of the cost of the work (as determined by the City Engineer from schedules on file) proposed in the application as a guarantee that the work will be done in accordance with the permit and City details and specifications. He shall give the . applicant his receipt for such deposit. (b) he surety bonds shall be executed’ by the applicant as principal, with a corporation duly authorized to transact surety business in the State of Alabama. The bond shall be in favor of the City, shall be continuous in form, and shall be conditioned Page 3 that the total aggregate liability of the surety for all claims shall be limited to the face amount of the bond irrespective of the number of years the bond is in force. The bond shall be released upon satisfactory performance and acceptance of the work, or may be cancelled after the applicant has provided other security satisfactory to the City which will cover obligations that remain. (c) No guarantee deposit shall be less than ten dollars on work done under this ordinance. (d) In instances where an applicant is issued numerous small permits throughout the year, he may post a continuing bond to cover work of more than one permit. The continuing bond shall be of a value sufficient to cover all work under construction by the permittee at any time and shall be satisfactory to the City Engineer. (e) The bond is subject to cancellation as noted above, or may be terminated after all obligations are fulfilled which were “permitted" prior to the City Engineer receiving cancellation notice from surety. (£) Upon the approval of the City of Mobile Director of Finance, utilities of sufficient sound financial position shall be permitted to execute their own bond, conditioned as above, but without a separate corporate surety. SECTION 5, Permit - Fee. The applicant shall also deposit with the City Engineer, before any permit shall be issued, a permit fee to cover the City's cost of inspection and clerical services. The schedule of fees - set forth herein - is established to offset the City's expenses and the fee shall be computed on the basis of the units of work and the schedule of fees. No part of this permit fee is refundable. Listed as follows are the permit fees to be charged in -3- Page 4 connection with pavement cuts within streets, sidewalks or storm drains: 0 sq. yds. to 2 sq. yds. - ~ - - $ 5.00 . 2 sq. yds. to 25 sq. yds. - - - - $15.00 25 sq. yds. to 100 sq. yds. - - - - $20.00 100 sq. yds. to 500 sq. yds. - - - - $25.00 500 sq. yds. to 1,000 sq. yds. - - - - $30.00 For each additional 1,000 sq. yds., or portion thereof, over the initial 1,000 sq. yds. -----+---2.-- 274 $20.00 Permit Fees for cuts or excavations in portions of street rights- of-way controlled by the State of Alabama and in the City rights- of-way other than in the pavement of streets, sidewalks or storm drains, shall be one-half the fees above set out, Provided: that the fee for excavations for utility poles so located shall be $1.00 per hole, which fee includes any necessary guy or anchor used with the pole. SECTION 6. Permit - Qualifications of Applicant. ; Applicants for permits may be either an owner or a contractor. However, the work may be performed only by: (1) licensed contrac- tors, (2) utility companies, (3) governmental agencies, or (4) resident owner of residential property where the property owner proposes to do work between his property line and the back curb line. SECTION 7. Permit - Conditions and Specifications. The City Engineer will have available on file, and make a part of each permit issued, the conditions and specifications of the particular patch and/or refill to be made under the permit issued to the applicant. dhe City Engineer may alternatively require the current Alabama State Highway Department standard specifications, or, the specifications used to originally pave the subject road within the past five’ years; or, specifications prepared by a registered professional engineer in the State of Alabama, as approved by the City Engineer; or, specifications applicable only to unpaved, graded alleys and ways; and, in addition, shall have the appropriate specifications for gutter, and sidewalk cuts, and damaged manhole replacements, which will be made part of each permit issued for the same. - As Page 5 The specifications on file with the City Engineer on the date of adoption of this ordinance will be applicable until changed with approval of the Board of Commissioners; provided, that the alterna- tive forms of specifications listed above are not subject to the requirement of Board of Commissioners approval for variations therein. SECTION 8. Required Construction Time. The work will be accomplished in accord with the chart set out below, to assure the proficiency and permanency of the work performed. The permit issued shall be made subject to completion of the initial patch or repaving in the time stated by the City Engineer in the permit. SECTION 9. Time Limits. Any permit issued pursuant to this ordinance shall become null and void in the event work authorized thereunder is not commenced within 72 hours after date of commencement in the Permit and/or is not carried out in the most expedient manner possible, while complying with the City Engineer, specifications for the work to be done, and the time allowed in the Permit. SECTION 10. Excavations Under Electrical, Gas, Building and Plumbing Codes subject to. this ordinance. All provisions of the Electrical Code, Gas Code, Building Code and Plumbing Code relating to excavation in streets or alleys and relating to connections with or use of sewers and utilities requiring a permit for pavement, sidewalk or curb cuts shall be subject to all applicable provisions of this ordinance. SECTION 11. Obstruction of More than Half of Street or Alley. It shall be unlawful for any person engaged in removing any pavement or in excavating in any street or alley, to obstruct more than one~half of the width of the roadway of such street at a time, measured from curb to curb, or to obstruct more than one-half of the width of such street or alley, without specific prior authori- zation of the City Engineer to do so. Page 6 . PROCEDURES: FOR OBTAINING EXCAVATION PE ERHITS | “ VITMIN THE IHPROVED RIGHT OF wars 138- 7457 phone Ho. 438-7458 . Phohe Wo. 438-7 (med £11 Y OF Ho pd. £- ENGINEERTIG DEP RRTHiENT 7 Te Action taken byl. if KcLion taken by City Applicant LE ug heer “ing Departac “City Engineering De apt. tsstes- pernit sebject to applicant notifying the one call center 4g hours in. + advence of excavation nork. 1... Apply for permit, pay —— ‘+ fees, post depasit or bo after Traffic Engineer review. ’ Ticent. cafls tke > call center and Fes them his name tion of works etc. r nt . - . ~ City Engineering recejyyes notice, Dep. done by: g the operator Ting her ‘you 3. Applicant caljs-City. City Engineering * Dapel a Engineeria a Bent. 24. .°. notifies Traffic. Eng., ° hours ‘prisr.to : , Police and Fire Dept, cavekion . f . cand assigns Inspector. * d ; ; ia eee ce 3 . . | 4. work i City’s inspector startet : » Pe ZS oar pia f° i checking site. { i = = NM. Hl 7D, : wark i City’s inspector checbe g . z: and teém- po y & . . patch made. _t 6. Applicant m2intains patch for ch . four months, Subject to - - . 9 - * q ~ - Se : 7. thin four months applicant 7 , City inspector checks BKeS final patch, subject | and epproves 3f okay. oe he nn ne een ae a nEnraptireahnntepntanenenet | ey y : fyty 47 eg ~ foack 1 @. Afler one year from one TE eeeeker checks Final patch, applicant’ an is accnated Oney, subjecl to repairs if t ACCE PUSS | patch not acceptable. | . . 8S.) Roplicant's cash [ 5A 4 deposit or bond is { refuensd or rejlea Page 7 _ Se COUT VY OF -nopaie ENGINEERING DEPARTMENT PROCEDURES FOR OBTAINING EXCAVATION PERMITS OUTSIDE OF IMPROVED RIGHT OF’ WAYS Phone to. 438-7457 Phone Ho. 438-7a5g Phohe ttle. 438-7145 2 FVOr FLED - Action taken yf ; . | Action taken by City - ~ — —- Applicant | fuginecring Departaent: a. Apply for permit, pay fees, post deposit or bond, and file location plan at least 24 hours | prior to excavation. yv- | ; . * Applicant calls the one call center and gives then his. name,” | location of work, etc. City Engineering Dept. issues permit subject to applicant notifying the one call center at least 24 hours in . - advance of excavation work. City Engineering Dept. receives notice. City stakes location of storm drain lines. Action taken by Utility This is done by ‘dialing the operator and telling-her you. want to place a : collect c2l1 toa 252-4444, : ULilities re- ceives notice. City Engineering Dept. assigns inspector. City Inspector star checking site. x» ts 4. Excavation work is completed | 3 and area is restored to the | 7 original condition. ; ‘City's inspector checks work ¥. Applicant maintains project for four months. City inspector checks and if patch is okay, it is accepted. Koplicant's cash deposit or bond is returned or releasad. 5B Page 8 SECTION 12. Protections Near Excavations. For every excavation made on public property or public right-of-way, proper safeguards shall be provided against injury to the public. Barricades shall be provided five feet from such excavations, shall completely encircle all open excavations or trenches, and shall also be placed wherever necessary to assure the safety of the public. From sunup to sundown there shall be placed at a distance of not less than 100 feet, sufficient numbers of red flags and/or color cones to warn the public of dangerous excavations. From ; sunset to sunrise, there shall be placed at a distance of not less than 100 feet, sufficient flasher lights or flambeaux to indicate the length of the excavation in the public thoroughfare and to warn the public of dangerous excavations. In addition to the above, there shall be placed on or by the barricades, sufficient flasher lights or flambeaux to indicate the point of excavation and size. When approved by the City Engineer, steel plates of suffi- cient strength may be used temporarily to cover excavations to prevent blocking of streets. SECTION 13. Removing Lights or Danger Signals. it shall be unlawful for any person to destroy, remove, injure, or interefere with any caution flasher light or danger signal thatmy be in use in the City rights-of-way. SECTION@14, Signs on Obstructions and at Excavations. It shall be the duty of any person making any opening in any public street in the City, laying or repairing any pavement or ‘ sewers, in or under such street or in any manner obstructing any portion of such street to erect signs visible from each direction o£ access to such work or obstruction, which signs shall state the name of the person doing such work or obstructing such portion of such street, and the name of the person for whom the work is being done. Such signs shall be of such size and placement as to Page 9 be easily read at a distance of 30 feet. SECTION 15. Notification of Intent to Cut Street. The City Engineering Office shall be notified at least 24 hours prior to the making of any pavement cut, except emergency cuts and the name, address and telephone number of the person or agent representing the person making the pavement cut, who will be available on a 24-hour call, in case of emergencies, shall be given to the City Engineer's office. SECTION 16. Traffic Requirements. (a) In addition to the protection devices hereinabove required, all signing and/or barricading shall conform to the Alabama Manual on Uniform Traffic Control Devices. (b) Any detour plan, and/or use of uniformed police, and/or restriction of hours of work during peak traffic shall be included in the permit issued. SECTION 17. Indemnity Provision and Insurance Required. (a) In addition to any liability imposed upon the permittee by law, the permittee shall indemnify and agree to save harmless the City and its elected or appointed officers, agents, boards, commissions, employees and representatives against and from any cost, expense, claim, demand or liability arising out of or in connection with any act or omission of the permittee, his agents and employees, and of any subcontractor, his agents and employees, in the course of the performance of the work under permit which results directly or indirectly in the injury to or death of any person or persons or the damage of any property of any person or persons. (b) The permittee shall take out and maintain during the life of the permit Workmens Compensation insurance for all of his employees employed at the site of the project, and, in case any work is sub-let, the permittee shall require the subcontractor similarly to provide Workmens Compensation insurance for all of Page 10 the latter's employees unless such employees are covered by the protection afforded by the permittee. In case any class of employees engaged in hazardous work under this contract at the site of the project is not protected under the Workmens Compen- sation statute, the permittee shall provide, and shall cause each ; subcontractor to provide protection equal to that required by law for the protection of his employees not otherwise protected. (c) Except as hereinafter provided, any applicant for a permit shall, prior to the issuance of such permit, procure and deliver to the City Engineer a certificate of insurance covering public liability and property damage issued by an insurance company authorized by the Insurance Department of Alabama to transact business in the State of Alabama, as shall protect the applicant or contractor and any sub-contractor performing any work covered by -the permit from claims for damages for personal injury, including death, as well as from claims for property damages which may arise from operations under this permit, or by anyone directly or indirectly employed by any of the foregoing. Such certificates shall contain coverage for explosions, collapse and underground operations. (d) The certificate may be placed on file for each indivi- dual permit or a blanket certificate may be filed for an extended period of time. (e) The policy limits of such liability insurance shall contain not less than the following limits of coverage: Insurance: The permittee for work in the improved right of way shall take out and maintain during the term of this permit the following: Ttem 1 - Workmens Compensation - Employers Liability Insurance a. Statutory - amount and coverage as required by law of the State of Alabama ttem 2 - Comprehensive - General Liability Insurance a- Public Liability including premises, products, Page 11 and complete operations, with the City of Mobile a named insured. (1) Bodily injury liability - $250,000 each person $500,000 each occurrence (2) Property damage liability - $100,000 each occurrence Item 3 - Comprehensive - Automobile Liability Insurance including owned, non-owned, and hired vehicles. a. Bodily injury liability - $250,000 each person $500,000 each occurrence b. Property damage liability - $100,000 each occurrence (£) The policy limits of such liability insurance shall contain not less than the following limits of coverage: Insurance: The permittee for work in the unimproved right of way shall take out and maintain during the term of this permit the following: Item 1 - Workmens Compensation - Employers Liability Insurance a. Statutory - amount and coverage as required by law of the State of Alabama Item 2 - Comprehensive - General Liability Insurance - a. Public Liability including premises, products, and complete operations, with the City of Mobile a named insured. (1) Bodily injury liability - $300,000 each person $300,000 each occurrence (2) Property damage liability - $100,000 each occurrence (g) Upon the approval of the City of Mobile Director: of Finance, utilities of sufficient sound financial position shall be permitted to file a Certificate of Self Insurance, and Workmens Compensation coverage, conditioned as above set out. ‘SECTION 18. Work on Federal or State Highways. In the event any cut, opening, or excavation is made in or under the surface of any roadway which constitutes part of a Federal or State highway it shall be the duty of the person doing such work and of each agent acting for such person to obtain a permit from the State Highway Department prior to the issuance of a permit by the City Engineering Department. Page 12 SECTION 19. Exceptions to Permits Required. (a) Excepted from the requirements of obtaining a permit is the use of unimproved, neutral ground of the rights-of-way of the City for organic asthetic improvements by the adjacent resi- dential owner; Provided, however, that such improvements are subject to removal by the City at the discretion of the City of Mobile. (b) Excepted from the requirements of this ordinance are curb cuts and sidewalk construction made under the supervision of the City Engineer, on the basis of a permit in accordance with - Section 55-48, Mobile City Code and issued on Form Eng-4. , (c) Subject only to the requirement of notifying the telephone one-call center at least 24 hours prior to excavation and excepted from all other permit requirements of this ordinance shall be: (1) cuts made in the outside edge of the unimproved portion of City rights-of-way of less than 24 inches in length therein, and solely for the purpose of single family residential individual service connections by the following utilities: South Central Bell Telephone, Alabama Power Company, Mobile Gas Service, and (2), the replacement, in an immediately adjacent hole, of utility poles. (3) openings, excavations, and cuts by contractors in the City of Mobile rights-of-way done in accordance to plans and specifications of projects let for contract by the City of Mobile, State of Alabama or United States Government. SECTION 20. Inspection Services Permits. Residential and industrial water and sewer connections made by plumbers and mechanical contractors presently permitted by the Inspection Services Department which are subject to the unimproved right-of-way terms of this ordinance, shall be permitted according to this ordinance by the City Engineering Department, with no fee -i0- Page 13 or permit required from Inspection Services; provided, that if the Bond required by the Plumbing Code and filed by said plumbers and mechanical contractors, covers and includes an obligation to comply with undertakings under all laws or ordinances of the City of Mobile, no further bond shall be required by the City Engineer under this ordinance. SECTION 21. All existing ordinances in conflict with this ordinance are hereby repealed. SECTION 22. Any person, firm or corporation violating any of the provi- sions of this ordinance shall be punished as provided by Section 1-4 of the Code of the City of Mobile. SECTION 23. “TE any section, subsection, sentence, clause, phrase, or portion of this ordinance, is for any reason held invalid or unconstitutional by court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion thereof. SECTION 24. This ordinance shall be in full force and effect from and after the 16 day of © * JULY —¢ . , 1979. Adopted: APRIL 3, 1979 Riau Brive, City Clerk Page 14 i) wd SPECIFICATIONS FOR CUTTING STREETS, SIDEWALKS, NEUTRAL GROUND, ETC. IN THE CITY OF MOBILE 1. Schedule of Cost of the Work. (a) The cost of the work shall be the amount of $20.00 per square yard for restoring pavement in streets, alleys, or other public way with concrete or asphalt, the amount of $10.00 per square yard for restoring sidewalks, and the amount of $4.00 per lineal foot for restoring curb and gutters. (b) The cost of the work in unimproved right of way shall be $10.00 for one cubic yard or less and $10.00 per cubic yard in excess of one cubic yard. 2. Backfilling of Trenches. All trenches within the paved areas and five feet adjacent to paved areas shall be backfilled with select material from the excavation when such material jis determined to be suitable for backfilling purposes. The backfill shall be placed in horizontal layers not exceeding six inches in thickness, except as hereinafter specified and each layer shall be compacted full width of trench with a mechanical tamper. If backfill is composed of sand material low enough in silt and clay content to permit consolidation by flooding or jetting, the requirements for placing in six inch layers may be waived and the trench then shall be compacted by flooding or jetting. All backfill under paved areas and five feet adjacent thereto shall be compacted to not less than 95% maximum density as determined by AASHTO-99. The City Engineer's Office shall have the right to run compaction tests at the expense of the city to verify the degree of compaction. Where initial compaction tests fail to confirm the specified degree, an approved laboratory shall be hired and paid for by the party making the pavement cut. When material from the trench excavation is not suitable for backfill material as determined by the City Engineer or his representative, the material shall be hauled away and the trench shall be backfilled with an approved material. Materials classified as unsuitable will be soils containing high contents of clay, silt, grass, muck, debris or other factors which will not permit the material to reach the desired degree of compaction., Select backfill material shall be approved by the City Engineer or his representative. In trenches cut perpendicular to the center line of the roadway, which do not cut the pavement and are for the purpose of water or sewer lateral connections, the City Engineer shall have discretionary power to permit deviation from the com~ paction density of 95% maximum density, provided that such a proposal is first submitted for proper determination in order that the strength, bearing, stability and permanency of the backfill will be assured. In such perpendicular cuts, tamping may be accomplished mechanically or in other manners approved prior to use by the City Engineer. 3. Removing and Replacing Pavement. (a) General: All paved streets or other paved areas cut by these ; operations shall be replaced in a workmanlike manner as shown or specified.” Prior to excavation in paved streets or other paved areas, the pavement shall be cut along straight and perpendicular lines parallel to the center Tine of the pavement cut. dust prior to repaving, jagged edges shall be squared and cut to a string line so that the patch will present a neat appearance. It shall be the responsibility of the permittee to replace in kind center line strips or Page 15 a (2) other pavement markings which existed prior to the start of construction. The term Pavement™ 5 1 3 1 1 4 589 235 77 24 80.468262 shal] 5 1 3 1 1 5 689 235 31 24 96.090401 be 5 1 3 1 1 6 739 234 149 25 96.604439 construed 5 1 3 1 1 7 907 235 31 24 96.056595 to 5 1 3 1 1 8 956 241 66 18 96.310013 mean 5 1 3 1 1 9 1042 235 97 25 96.209656 either 5 1 3 1 1 10 1159 237 144 28 96.209656 concrete, 5 1 3 1 1 11 1326 236 175 28 96.680084 bituminous, 4 1 3 1 2 0 183 267 1271 32 -1 5 1 3 1 2 1 183 267 213 30 96.291916 cobblestones, 5 1 3 1 2 2 419 275 31 18 96.606369 or 5 1 3 1 2 3 470 268 81 25 96.179184 brick 5 1 3 1 2 4 571 268 98 31 96.650078 placed 5 1 3 1 2 5 689 275 30 17 96.809906 as 5 1 3 1 2 6 740 274 13 18 95.529732 a 5 1 3 1 2 7 771 268 116 30 95.227852 wearing 5 1 3 1 2 8 908 269 115 24 96.437469 surface 5 1 3 1 2 9 1044 268 29 25 95.508057 in 5 1 3 1 2 10 1093 270 126 28 95.508057 streets, 5 1 3 1 2 11 1243 269 158 30 86.704224 driveways, 5 1 3 1 2 12 1423 276 31 18 96.811646 or 4 1 3 1 3 0 183 301 1270 32 -1 5 1 3 1 3 1 183 301 162 29 95.806229 sidewalks, 5 1 3 1 3 2 368 308 32 18 96.938759 or 5 1 3 1 3 3 419 302 98 30 95.752945 placed 5 1 3 1 3 4 538 309 29 18 96.690681 as 5 1 3 1 3 5 588 302 81 31 96.428589 slope 5 1 3 1 3 6 688 302 166 30 95.655975 protection 5 1 3 1 3 7 873 302 48 24 95.655975 for 5 1 3 1 3 8 941 301 114 25 96.534096 ditches 5 1 3 1 3 9 1075 309 32 18 96.234734 or 5 1 3 1 3 10 1125 302 111 25 96.412300 drains. 5 1 3 1 3 11 1275 303 48 24 95.366432 The 5 1 3 1 3 12 1341 303 112 25 96.629509 various 4 1 3 1 4 0 182 335 1070 31 -1 5 1 3 1 4 1 182 336 81 29 96.245895 types 5 1 3 1 4 2 283 336 31 24 96.574631 of 5 1 3 1 4 3 334 337 133 29 95.878311 pavement 5 1 3 1 4 4 486 336 183 30 92.925003 replacement 5 1 3 1 4 5 689 336 78 24 82.316818 shall 5 1 3 1 4 6 789 336 32 24 96.922661 be 5 1 3 1 4 7 841 342 29 18 96.491737 as 5 1 3 1 4 8 891 335 181 25 96.745605 hereinafter 5 1 3 1 4 9 1093 336 159 30 96.491661 specified. 2 1 4 0 0 0 182 434 920 28 -1 3 1 4 1 0 0 182 434 920 28 -1 4 1 4 1 1 0 182 434 920 28 -1 5 1 4 1 1 1 182 438 26 24 73.627113 4, 5 1 4 1 1 2 249 437 134 25 95.809479 Flexible 5 1 4 1 1 3 402 434 199 28 96.199699 Pavement 5 1 4 1 1 4 552 430 53 42 96.536797 for 5 1 4 1 1 5 620 438 132 24 96.363937 Trenches 5 1 4 1 1 6 772 438 65 24 96.328667 Over 5 1 4 1 1 7 858 438 30 24 96.647095 24 5 1 4 1 1 8 909 438 95 24 96.647095 Inches 5 1 4 1 1 9 1024 437 78 25 95.509583 Wide. 2 1 5 0 0 0 180 505 1339 304 -1 3 1 5 1 0 0 180 505 1339 304 -1 4 1 5 1 1 0 248 505 1156 31 -1 5 1 5 1 1 1 248 506 83 24 96.011658 After 5 1 5 1 1 2 351 505 48 25 96.154938 the 5 1 5 1 1 3 418 505 65 31 96.967171 pipe 5 1 5 1 1 4 503 506 98 25 96.898117 trench 5 1 5 1 1 5 621 506 47 24 96.176941 has 5 1 5 1 1 6 688 506 64 24 96.573288 been 5 1 5 1 1 7 772 505 165 26 95.180313 backfilled 5 1 5 1 1 8 958 506 47 24 95.534897 and 5 1 5 1 1 9 1025 506 147 30 95.323463 compacted 5 1 5 1 1 10 1194 507 28 24 95.323463 in 5 1 5 1 1 11 1242 506 162 25 96.665413 accordance 4 1 5 1 2 0 180 539 1324 31 -1 5 1 5 1 2 1 180 539 66 26 96.829727 with 5 1 5 1 2 2 267 539 114 25 96.434792 Section 5 1 5 1 2 3 402 540 27 28 96.372810 2, 5 1 5 1 2 4 453 541 47 23 96.123428 two 5 1 5 1 2 5 520 540 15 24 96.123428 4 5 1 5 1 2 6 556 540 62 25 96.618935 inch 5 1 5 1 2 7 638 540 148 30 96.449265 compacted 5 1 5 1 2 8 808 540 95 30 95.503212 layers 5 1 5 1 2 9 923 539 166 31 96.619377 consisting 5 1 5 1 2 10 1108 541 30 24 96.893616 of 5 1 5 1 2 11 1159 540 63 25 96.585464 sand 5 1 5 1 2 12 1242 541 65 29 96.749672 clay 5 1 5 1 2 13 1325 540 63 25 96.237984 base 5 1 5 1 2 14 1406 547 98 18 96.237984 course 4 1 5 1 3 0 182 572 1272 33 -1 5 1 5 1 3 1 182 580 31 18 96.103363 or 5 1 5 1 3 2 232 574 150 30 95.860565 processed 5 1 5 1 3 3 401 574 66 25 96.448792 reef 5 1 5 1 3 4 487 574 77 25 75.661423 shel] 5 1 5 1 3 5 587 574 65 25 96.447708 base 5 1 5 1 3 6 671 580 99 19 96.559937 course 5 1 5 1 3 7 793 572 62 32 96.852402 (67% 5 1 5 1 3 8 872 573 149 31 96.207825 processed 5 1 5 1 3 9 1041 575 64 24 95.839180 reef 5 1 5 1 3 10 1125 574 111 29 95.313889 shells, 5 1 5 1 3 11 1259 573 48 27 96.673073 33% 5 1 5 1 3 12 1325 575 129 30 85.958099 granular 4 1 5 1 4 0 183 605 1286 33 -1 5 1 5 1 4 1 183 605 78 33 95.472076 soil) 5 1 5 1 4 2 283 614 30 18 95.472076 or 5 1 5 1 4 3 333 608 49 24 96.567230 two 5 1 5 1 4 4 402 608 81 24 96.114990 three 5 1 5 1 4 5 505 608 62 25 96.034393 inch 5 1 5 1 4 6 589 608 96 30 96.353714 layers 5 1 5 1 4 7 705 608 31 25 96.856133 of 5 1 5 1 4 8 755 607 82 31 92.392792 plant 5 1 5 1 4 9 855 607 50 25 96.611900 mix 5 1 5 1 4 10 924 607 164 25 95.416527 bituminous 5 1 5 1 4 11 1108 608 64 24 93.024010 base 5 1 5 1 4 12 1195 606 94 32 91.698860 (327-A 5 1 5 1 4 13 1306 606 78 32 70.360748 mix}, 5 1 5 1 4 14 1407 615 62 18 91.391563 con- 4 1 5 1 5 0 180 641 1272 32 -1 5 1 5 1 5 1 180 641 116 31 96.263359 forming 5 1 5 1 5 2 317 643 30 23 96.464783 to 5 1 5 1 5 3 368 642 47 25 96.813141 the 5 1 5 1 5 4 435 642 199 31 95.636253 requirements 5 1 5 1 5 5 654 643 32 24 96.041618 of 5 1 5 1 5 6 704 642 48 24 96.041618 the 5 1 5 1 5 7 770 642 117 24 96.210640 Alabama 5 1 5 1 5 8 906 641 82 25 96.131813 State 5 1 5 1 5 9 1008 642 116 30 96.404305 Highway 5 1 5 1 5 10 1141 642 164 31 93.297127 Department 5 1 5 1 5 11 1325 642 127 30 91.572098 Specifi- 4 1 5 1 6 0 182 675 1290 31 -1 5 1 5 1 6 1 182 675 114 25 96.089470 cations 5 1 5 1 6 2 317 675 79 25 93.587814 shall 5 1 5 1 6 3 418 676 32 25 95.914291 be 5 1 5 1 6 4 469 675 182 25 96.206764 constructed 5 1 5 1 6 5 670 676 63 24 95.622772 full 5 1 5 1 6 6 754 675 83 25 96.628723 width 5 1 5 1 6 7 856 675 31 25 96.557365 of 5 1 5 1 6 8 906 675 98 25 96.471672 trench 5 1 5 1 6 9 1023 675 66 25 96.468857 with 5 1 5 1 6 10 1107 676 48 24 96.853500 the 5 1 5 1 6 11 1175 677 47 29 96.429398 top 5 1 5 1 6 12 1241 682 48 19 96.876602 one 5 1 5 1 6 13 1310 676 61 25 96.124268 inch 5 1 5 1 6 14 1390 676 82 24 96.496452 below 4 1 5 1 7 0 181 709 1223 31 -1 5 1 5 1 7 1 181 709 49 25 96.659462 the 5 1 5 1 7 2 250 709 132 31 96.284767 existing 5 1 5 1 7 3 401 711 133 29 96.136360 pavement 5 1 5 1 7 4 555 710 115 24 96.001900 surface 5 1 5 1 7 5 689 710 47 25 95.588112 and 5 1 5 1 7 6 755 709 149 31 95.588112 compacted 5 1 5 1 7 7 923 710 31 24 96.729607 to 5 1 5 1 7 8 975 709 65 26 96.556625 100% 5 1 5 1 7 9 1056 710 117 25 96.651375 maximum 5 1 5 1 7 10 1191 710 127 30 96.008194 density. 5 1 5 1 7 11 1356 711 48 24 96.029335 The 4 1 5 1 8 0 182 743 1337 31 -1 5 1 5 1 8 1 182 743 65 25 95.834373 base 5 1 5 1 8 2 264 743 131 25 94.154091 material 5 1 5 1 8 3 419 744 78 25 92.611725 shall 5 1 5 1 8 4 520 744 31 25 95.997475 be 5 1 5 1 8 5 569 744 96 28 95.997475 mixed, 5 1 5 1 8 6 690 744 29 24 96.234711 if 5 1 5 1 8 7 738 744 146 30 96.096123 required, 5 1 5 1 8 8 907 744 47 25 96.981010 and 5 1 5 1 8 9 975 744 97 30 95.582436 shaped 5 1 5 1 8 10 1092 746 30 23 96.765221 to 5 1 5 1 8 11 1141 745 116 24 96.433723 conform 5 1 5 1 8 12 1275 746 30 23 95.700378 to 5 1 5 1 8 13 1325 745 47 24 95.700378 the 5 1 5 1 8 14 1390 745 129 24 96.786545 contours 4 1 5 1 9 0 181 777 1037 32 -1 5 1 5 1 9 1 181 778 31 24 96.906776 of 5 1 5 1 9 2 231 778 49 24 96.371933 the 5 1 5 1 9 3 299 777 130 31 96.550964 original 5 1 5 1 9 4 451 777 118 31 96.579689 roadway 5 1 5 1 9 5 588 778 46 25 96.156113 and 5 1 5 1 9 6 655 778 97 31 95.801323 placed 5 1 5 1 9 7 774 778 29 25 95.991348 in 5 1 5 1 9 8 823 778 148 25 96.941864 condition 5 1 5 1 9 9 990 779 48 24 96.591682 for 5 1 5 1 9 10 1059 778 159 31 96.373032 surfacing. 2 1 6 0 0 0 179 846 1341 440 -1 3 1 6 1 0 0 179 846 1341 440 -1 4 1 6 1 1 0 247 846 1223 31 -1 5 1 6 1 1 1 247 847 50 24 96.753563 The 5 1 6 1 1 2 317 847 116 25 96.668541 surface 5 1 6 1 1 3 451 847 32 24 96.603859 of 5 1 6 1 1 4 502 847 49 24 93.296089 the 5 1 6 1 1 5 571 846 150 31 91.560310 sand-clay 5 1 6 1 1 6 739 846 64 25 96.455971 base 5 1 6 1 1 7 823 852 98 20 96.148033 course 5 1 6 1 1 8 940 853 31 18 96.814430 or 5 1 6 1 1 9 991 846 47 25 96.999580 the 5 1 6 1 1 10 1058 846 147 31 96.576172 processed 5 1 6 1 1 11 1224 847 64 24 96.154945 reef 5 1 6 1 1 12 1309 847 75 24 94.424095 shell 5 1 6 1 1 13 1407 846 63 25 96.684181 base 4 1 6 1 2 0 181 880 1256 31 -1 5 1 6 1 2 1 181 887 99 19 96.194382 course 5 1 6 1 2 2 301 880 78 25 91.647301 shall 5 1 6 1 2 3 402 880 31 25 96.798843 be 5 1 6 1 2 4 452 880 81 31 96.422455 given 5 1 6 1 2 5 555 887 12 18 96.422455 a 5 1 6 1 2 6 587 880 82 31 95.086021 prime 5 1 6 1 2 7 688 881 64 24 96.244606 coat 5 1 6 1 2 8 771 881 32 23 96.440247 of 5 1 6 1 2 9 824 880 216 31 95.349792 approximately 5 1 6 1 2 10 1058 881 64 24 96.452789 0.25 5 1 6 1 2 11 1141 881 113 30 96.052650 gallons 5 1 6 1 2 12 1274 887 47 23 96.153046 per 5 1 6 1 2 13 1342 887 95 23 96.365524 square 4 1 6 1 3 0 179 913 1341 32 -1 5 1 6 1 3 1 179 915 67 30 95.654228 yard 5 1 6 1 3 2 266 914 81 31 93.287788 using 5 1 6 1 3 3 368 914 47 25 79.924835 SS1 5 1 6 1 3 4 435 921 31 18 93.253510 or 5 1 6 1 3 5 486 913 66 26 87.195671 SSih 5 1 6 1 3 6 570 914 165 25 95.625313 emulsified 5 1 6 1 3 7 756 915 127 29 93.921700 asphalt. 5 1 6 1 3 8 923 915 48 24 95.334572 The 5 1 6 1 3 9 990 914 81 30 93.221245 plant 5 1 6 1 3 10 1090 914 49 25 96.569260 mix 5 1 6 1 3 11 1158 914 163 25 96.103561 bituminous 5 1 6 1 3 12 1341 914 63 24 96.448128 base 5 1 6 1 3 13 1423 920 97 18 96.464317 course 4 1 6 1 4 0 182 948 1304 31 -1 5 1 6 1 4 1 182 949 78 24 92.267548 shall 5 1 6 1 4 2 283 949 31 25 95.739601 be 5 1 6 1 4 3 334 948 81 31 96.000755 given 5 1 6 1 4 4 435 955 15 18 95.641960 a 5 1 6 1 4 5 469 948 64 25 96.601013 tack 5 1 6 1 4 6 554 950 64 23 96.829842 coat 5 1 6 1 4 7 637 949 32 24 95.891861 of 5 1 6 1 4 8 689 948 217 31 96.382080 approximately 5 1 6 1 4 9 923 949 64 24 96.879395 0.05 5 1 6 1 4 10 1007 948 114 31 95.964607 gallons 5 1 6 1 4 11 1141 954 47 24 96.140968 per 5 1 6 1 4 12 1208 954 97 24 95.425522 square 5 1 6 1 4 13 1322 948 65 30 96.324776 yard 5 1 6 1 4 14 1407 948 79 30 96.567955 using 4 1 6 1 5 0 182 981 1254 32 -1 5 1 6 1 5 1 182 982 47 25 90.008728 SS1 5 1 6 1 5 2 249 989 31 18 92.548843 or 5 1 6 1 5 3 300 982 66 27 29.184792 SSih 5 1 6 1 5 4 385 982 165 25 93.265472 emulsified 5 1 6 1 5 5 571 982 144 30 27.512009 asphalt.: 5 1 6 1 5 6 737 982 83 25 95.964355 After 5 1 6 1 5 7 840 982 111 31 95.964355 curing, 5 1 6 1 5 8 974 982 48 24 96.741669 the 5 1 6 1 5 9 1041 982 97 25 96.395386 trench 5 1 6 1 5 10 1159 982 76 25 75.161354 shall 5 1 6 1 5 11 1258 982 31 25 95.234680 be 5 1 6 1 5 12 1309 981 127 26 96.689987 surfaced 4 1 6 1 6 0 180 1013 1273 35 -1 5 1 6 1 6 1 180 1016 66 26 96.446030 with 5 1 6 1 6 2 267 1016 47 26 96.708374 100 5 1 6 1 6 3 333 1017 98 31 96.485222 pounds 5 1 6 1 6 4 451 1023 48 25 96.310051 per 5 1 6 1 6 5 520 1022 98 26 96.913055 square 5 1 6 1 6 6 636 1016 66 31 96.072495 yard 5 1 6 1 6 7 722 1016 31 26 96.507599 of 5 1 6 1 6 8 775 1013 62 34 92.672058 (Mix 5 1 6 1 6 9 856 1014 96 33 67.128952 416-A) 5 1 6 1 6 10 973 1016 115 32 96.527611 wearing 5 1 6 1 6 11 1108 1017 126 25 95.446922 surface. 5 1 6 1 6 12 1274 1017 47 25 96.431862 The 5 1 6 1 6 13 1341 1017 112 25 96.770935 surface 4 1 6 1 7 0 182 1050 1305 32 -1 5 1 6 1 7 1 182 1050 78 26 94.490219 shall 5 1 6 1 7 2 283 1050 64 26 95.795135 then 5 1 6 1 7 3 368 1050 30 26 96.178505 be 5 1 6 1 7 4 416 1050 168 26 96.082733 maintained 5 1 6 1 7 5 602 1051 49 25 96.562355 for 5 1 6 1 7 6 672 1057 14 18 95.403641 a 5 1 6 1 7 7 704 1050 99 32 95.370575 period 5 1 6 1 7 8 822 1051 32 25 95.428085 to 5 1 6 1 7 9 873 1050 31 26 95.428085 be 5 1 6 1 7 10 923 1050 165 26 96.582741 determined 5 1 6 1 7 11 1108 1050 31 31 96.966331 by 5 1 6 1 7 12 1157 1050 48 26 96.115486 the 5 1 6 1 7 13 1224 1050 66 31 96.115486 City 5 1 6 1 7 14 1307 1050 129 32 96.634827 Engineer 5 1 6 1 7 15 1456 1056 31 19 96.760330 or 4 1 6 1 8 0 182 1082 1237 34 -1 5 1 6 1 8 1 182 1084 46 25 96.196243 his 5 1 6 1 8 2 248 1084 248 31 96.111069 representative, 5 1 6 1 8 3 519 1084 48 27 96.592110 but 5 1 6 1 8 4 587 1085 48 25 95.711205 not 5 1 6 1 8 5 654 1085 31 25 96.761032 to 5 1 6 1 8 6 705 1084 98 26 96.528763 exceed 5 1 6 1 8 7 822 1085 65 30 96.354073 four 5 1 6 1 8 8 910 1082 42 34 96.350578 (4) 5 1 6 1 8 9 972 1085 112 26 96.349411 months. 5 1 6 1 8 10 1112 1085 42 25 83.435730 ‘At 5 1 6 1 8 11 1174 1084 47 26 96.096939 the 5 1 6 1 8 12 1241 1084 47 27 96.065842 end 5 1 6 1 8 13 1307 1085 31 25 96.570839 of 5 1 6 1 8 14 1357 1084 62 26 96.357254 this 4 1 6 1 9 0 180 1117 1273 33 -1 5 1 6 1 9 1 180 1118 99 31 95.942680 period 5 1 6 1 9 2 300 1118 47 26 95.837585 and 5 1 6 1 9 3 367 1119 65 29 95.837585 just 5 1 6 1 9 4 451 1117 82 32 95.963646 prior 5 1 6 1 9 5 553 1119 30 24 95.603325 to 5 1 6 1 9 6 603 1118 116 31 95.991699 placing 5 1 6 1 9 7 737 1119 32 24 95.716080 of 5 1 6 1 9 8 787 1118 116 32 96.644829 wearing 5 1 6 1 9 9 924 1125 110 23 96.347008 course, 5 1 6 1 9 10 1058 1119 44 25 56.962288 a1] 5 1 6 1 9 11 1125 1118 179 26 95.574745 settlements 5 1 6 1 9 12 1324 1125 31 19 96.777710 or 5 1 6 1 9 13 1373 1119 80 25 96.391586 other 4 1 6 1 10 0 183 1151 1270 33 -1 5 1 6 1 10 1 183 1151 231 32 76.330162 irregularities 5 1 6 1 10 2 436 1152 78 26 94.296661 shall 5 1 6 1 10 3 537 1152 30 26 96.422318 be 5 1 6 1 10 4 585 1152 100 26 96.617653 filled 5 1 6 1 10 5 705 1152 47 26 96.073097 and 5 1 6 1 10 6 772 1152 115 32 96.291756 brought 5 1 6 1 10 7 907 1152 64 26 96.824791 back 5 1 6 1 10 8 990 1153 31 25 96.848007 to 5 1 6 1 10 9 1041 1152 47 26 96.849281 the 5 1 6 1 10 10 1108 1152 127 31 96.223732 original 5 1 6 1 10 11 1259 1153 80 31 96.484398 shape 5 1 6 1 10 12 1357 1153 30 25 96.284645 of 5 1 6 1 10 13 1406 1152 47 25 96.760437 the 4 1 6 1 11 0 180 1187 1256 31 -1 5 1 6 1 11 1 180 1187 66 24 96.677940 road 5 1 6 1 11 2 264 1187 67 25 96.463219 with 5 1 6 1 11 3 351 1187 48 25 95.751465 hot 5 1 6 1 11 4 417 1187 83 31 96.265007 plant 5 1 6 1 11 5 518 1188 49 24 96.265007 mix 5 1 6 1 11 6 587 1187 115 31 94.161156 asphalt 5 1 6 1 11 7 722 1194 30 18 96.555893 or 5 1 6 1 11 8 773 1187 114 31 96.146774 asphalt 5 1 6 1 11 9 907 1188 65 24 96.146774 base 5 1 6 1 11 10 990 1194 98 18 96.368988 course 5 1 6 1 11 11 1106 1187 145 25 93.620979 material. 5 1 6 1 11 12 1289 1188 16 24 95.647774 A 5 1 6 1 11 13 1322 1187 114 31 95.647774 wearing 4 1 6 1 12 0 183 1218 1301 33 -1 5 1 6 1 12 1 183 1220 80 31 3.303787 Tayer 5 1 6 1 12 2 283 1221 78 25 81.366119 shall 5 1 6 1 12 3 385 1221 64 25 95.287552 then 5 1 6 1 12 4 469 1221 31 24 96.277016 be 5 1 6 1 12 5 519 1221 182 25 96.277016 constructed 5 1 6 1 12 6 722 1221 80 30 96.771927 using 5 1 6 1 12 7 823 1221 164 25 96.476349 bituminous 5 1 6 1 12 8 1007 1223 131 23 96.619591 concrete 5 1 6 1 12 9 1157 1222 131 29 95.904755 pavement 5 1 6 1 12 10 1311 1219 61 32 93.211121 (Mix 5 1 6 1 12 11 1390 1218 94 32 90.978432 416-A) 4 1 6 1 13 0 182 1255 701 31 -1 5 1 6 1 13 1 182 1256 31 23 95.113365 at 5 1 6 1 13 2 232 1255 48 24 96.041122 the 5 1 6 1 13 3 298 1256 67 23 96.041122 rate 5 1 6 1 13 4 384 1256 31 23 96.345459 of 5 1 6 1 13 5 436 1255 47 25 96.345459 125 5 1 6 1 13 6 499 1255 101 31 80.776672 pounds 5 1 6 1 13 7 620 1262 48 23 96.097916 per 5 1 6 1 13 8 689 1261 97 24 96.097916 square 5 1 6 1 13 9 804 1255 79 30 95.474754 yard. 2 1 7 0 0 0 180 1320 1339 97 -1 3 1 7 1 0 0 180 1320 1339 97 -1 4 1 7 1 1 0 253 1320 1266 36 -1 5 1 7 1 1 1 253 1320 41 33 94.535660 (a) 5 1 7 1 1 2 333 1323 200 33 94.535660 Longitudinal 5 1 7 1 1 3 553 1323 78 31 96.611877 Cuts: 5 1 7 1 1 4 671 1322 196 32 89.538109 Longitudinal 5 1 7 1 1 5 890 1324 63 23 95.340195 cuts 5 1 7 1 1 6 974 1323 63 25 96.802109 down 5 1 7 1 1 7 1057 1323 49 24 96.878693 the 5 1 7 1 1 8 1125 1324 96 24 96.757774 center 5 1 7 1 1 9 1240 1323 32 24 96.233284 of 5 1 7 1 1 10 1292 1323 111 24 96.742218 streets 5 1 7 1 1 11 1423 1322 96 30 96.489532 having 4 1 7 1 2 0 180 1356 1307 31 -1 5 1 7 1 2 1 180 1358 49 24 96.634949 two 5 1 7 1 2 2 250 1357 80 24 49.488262 lanes 5 1 7 1 2 3 349 1357 63 25 95.933762 will 5 1 7 1 2 4 435 1357 116 30 96.364159 require 5 1 7 1 2 5 569 1357 183 30 96.565643 resurfacing 5 1 7 1 2 6 772 1357 49 24 96.178650 the 5 1 7 1 2 7 838 1357 62 24 95.794571 full 5 1 7 1 2 8 922 1357 82 25 96.008575 width 5 1 7 1 2 9 1024 1358 31 23 96.008575 of 5 1 7 1 2 10 1074 1357 47 24 96.872627 the 5 1 7 1 2 11 1142 1358 97 24 96.474373 street 5 1 7 1 2 12 1257 1358 48 23 95.675117 for 5 1 7 1 2 13 1324 1357 48 24 95.675117 the 5 1 7 1 2 14 1392 1356 95 31 56.336227 length 4 1 7 1 3 0 181 1391 1166 26 -1 5 1 7 1 3 1 181 1392 30 25 95.826118 of 5 1 7 1 3 2 231 1391 49 25 95.826118 the 5 1 7 1 3 3 299 1392 61 24 96.059425 cut. 5 1 7 1 3 4 1344 1399 3 4 30.929245 : 2 1 8 0 0 0 180 1458 1357 95 -1 3 1 8 1 0 0 180 1458 1357 95 -1 4 1 8 1 1 0 248 1458 1289 32 -1 5 1 8 1 1 1 248 1459 198 31 96.256836 Longitudinal 5 1 8 1 1 2 469 1460 64 24 96.398804 cuts 5 1 8 1 1 3 553 1466 31 18 96.855141 on 5 1 8 1 1 4 604 1460 114 24 96.619080 streets 5 1 8 1 1 5 738 1460 31 24 95.902397 of 5 1 8 1 1 6 787 1465 67 19 96.267746 more 5 1 8 1 1 7 873 1459 64 25 96.878471 than 5 1 8 1 1 8 957 1460 47 24 96.218170 two 5 1 8 1 1 9 1026 1459 63 25 95.414902 lane 5 1 8 1 1 10 1106 1459 82 25 96.508713 width 5 1 8 1 1 11 1208 1459 47 25 95.786674 and 5 1 8 1 1 12 1273 1460 82 24 95.786674 where 5 1 8 1 1 13 1374 1458 163 26 96.420578 authorized 4 1 8 1 2 0 181 1493 1339 31 -1 5 1 8 1 2 1 181 1494 33 30 96.822342 by 5 1 8 1 2 2 231 1494 48 25 96.316757 the 5 1 8 1 2 3 299 1494 67 30 96.316757 City 5 1 8 1 2 4 385 1494 145 30 96.583809 Engineer, 5 1 8 1 2 5 553 1493 48 25 96.505463 the 5 1 8 1 2 6 619 1493 116 31 95.902901 wearing 5 1 8 1 2 7 757 1494 80 30 71.974335 layer 5 1 8 1 2 8 855 1500 50 23 95.857689 may 5 1 8 1 2 9 924 1494 31 24 96.494545 be 5 1 8 1 2 10 976 1494 112 24 90.813889 limited 5 1 8 1 2 11 1110 1494 28 25 96.455124 in 5 1 8 1 2 12 1156 1493 82 25 96.589394 width 5 1 8 1 2 13 1257 1495 30 23 96.071045 to 5 1 8 1 2 14 1309 1494 62 24 90.189125 less 5 1 8 1 2 15 1389 1493 64 25 96.459038 than 5 1 8 1 2 16 1473 1493 47 25 96.436287 the 4 1 8 1 3 0 180 1527 417 26 -1 5 1 8 1 3 1 180 1528 63 25 96.249657 full 5 1 8 1 3 2 264 1527 83 26 96.913254 width 5 1 8 1 3 3 367 1528 32 25 96.337532 of 5 1 8 1 3 4 418 1527 48 25 96.899513 the 5 1 8 1 3 5 487 1528 110 24 96.204514 street. 2 1 9 0 0 0 179 1594 1359 65 -1 3 1 9 1 0 0 179 1594 1359 65 -1 4 1 9 1 1 0 249 1594 1289 32 -1 5 1 9 1 1 1 249 1595 198 31 96.350716 Longitudinal 5 1 9 1 1 2 469 1597 64 23 96.539543 cuts 5 1 9 1 1 3 552 1595 66 24 96.140030 made 5 1 9 1 1 4 638 1595 114 24 96.042389 between 5 1 9 1 1 5 772 1595 49 24 96.185547 the 5 1 9 1 1 6 840 1596 98 23 96.727272 center 5 1 9 1 1 7 958 1595 46 24 94.855736 and 5 1 9 1 1 8 1024 1596 80 23 94.855736 outer 5 1 9 1 1 9 1125 1594 64 30 96.008110 edge 5 1 9 1 1 10 1207 1595 31 23 96.368370 of 5 1 9 1 1 11 1259 1601 14 17 96.868607 a 5 1 9 1 1 12 1291 1595 47 24 96.072159 two 5 1 9 1 1 13 1359 1595 62 23 86.920059 lane 5 1 9 1 1 14 1440 1595 98 23 96.285835 street 4 1 9 1 2 0 179 1628 955 31 -1 5 1 9 1 2 1 179 1629 64 25 95.840218 will 5 1 9 1 2 2 265 1629 118 30 95.990547 require 5 1 9 1 2 3 401 1628 182 31 95.782875 resurfacing 5 1 9 1 2 4 604 1628 47 25 95.584557 and 5 1 9 1 2 5 669 1628 64 25 94.447533 will 5 1 9 1 2 6 756 1628 31 25 96.184113 be 5 1 9 1 2 7 808 1628 113 25 96.418434 limited 5 1 9 1 2 8 940 1629 31 23 96.466141 to 5 1 9 1 2 9 990 1635 49 18 96.373184 one 5 1 9 1 2 10 1060 1628 74 25 78.628159 lane. 2 1 10 0 0 0 179 1694 1357 342 -1 3 1 10 1 0 0 179 1694 1357 342 -1 4 1 10 1 1 0 252 1694 1219 33 -1 5 1 10 1 1 1 252 1694 42 33 91.644409 (b) 5 1 10 1 1 2 334 1697 80 25 95.117241 Cross 5 1 10 1 1 3 435 1697 77 24 96.442398 Cuts: 5 1 10 1 1 4 553 1697 48 24 95.781242 For 5 1 10 1 1 5 621 1696 81 25 96.497559 those 5 1 10 1 1 6 722 1703 80 18 96.106850 areas 5 1 10 1 1 7 821 1696 83 25 96.722824 where 5 1 10 1 1 8 923 1696 49 25 96.424072 the 5 1 10 1 1 9 990 1697 132 29 96.369781 pavement 5 1 10 1 1 10 1141 1697 47 23 96.030800 cut 5 1 10 1 1 11 1208 1702 113 18 96.232758 crosses 5 1 10 1 1 12 1342 1697 30 24 95.114265 at 5 1 10 1 1 13 1389 1695 82 31 95.114265 right 4 1 10 1 2 0 181 1730 1290 33 -1 5 1 10 1 2 1 181 1732 98 31 96.137794 angles 5 1 10 1 2 2 299 1738 31 18 96.263153 or 5 1 10 1 2 3 350 1731 83 25 95.901932 other 5 1 10 1 2 4 453 1731 97 30 96.035736 angles 5 1 10 1 2 5 570 1732 31 23 95.789276 to 5 1 10 1 2 6 621 1730 48 25 96.787437 the 5 1 10 1 2 7 688 1731 98 24 96.425125 center 5 1 10 1 2 8 808 1730 63 25 95.918198 line 5 1 10 1 2 9 890 1731 31 24 96.424683 of 5 1 10 1 2 10 940 1730 48 25 96.233597 the 5 1 10 1 2 11 1006 1730 65 25 95.795876 road 5 1 10 1 2 12 1091 1737 31 18 95.795876 or 5 1 10 1 2 13 1142 1731 109 28 96.282845 street, 5 1 10 1 2 14 1275 1731 96 30 96.132240 except 5 1 10 1 2 15 1390 1730 81 25 96.885109 those 4 1 10 1 3 0 181 1764 1322 33 -1 5 1 10 1 3 1 181 1766 149 31 96.384476 crossings 5 1 10 1 3 2 353 1765 130 26 95.683388 included 5 1 10 1 3 3 501 1765 100 25 96.203972 within 5 1 10 1 3 4 623 1765 95 25 96.435768 limits 5 1 10 1 3 5 739 1766 30 25 96.177345 of 5 1 10 1 3 6 789 1765 132 31 96.425835 complete 5 1 10 1 3 7 940 1765 195 30 96.024376 resurfacing, 5 1 10 1 3 8 1158 1765 77 25 75.392525 shall 5 1 10 1 3 9 1258 1765 30 24 96.260689 be 5 1 10 1 3 10 1308 1772 29 18 96.842316 as 5 1 10 1 3 11 1358 1764 145 31 95.107193 specified 4 1 10 1 4 0 182 1799 1339 31 -1 5 1 10 1 4 1 182 1800 82 26 96.990494 above 5 1 10 1 4 2 281 1800 67 25 96.642677 with 5 1 10 1 4 3 366 1800 217 25 96.356339 modifications 5 1 10 1 4 4 604 1806 30 18 96.623856 as 5 1 10 1 4 5 655 1800 182 25 96.013878 hereinafter 5 1 10 1 4 6 858 1799 159 31 95.912239 specified. 5 1 10 1 4 7 1058 1800 64 24 86.778458 Just 5 1 10 1 4 8 1141 1799 80 31 96.374985 prior 5 1 10 1 4 9 1241 1800 30 24 96.703995 to 5 1 10 1 4 10 1290 1799 113 31 96.171570 placing 5 1 10 1 4 11 1423 1799 30 24 96.919556 of 5 1 10 1 4 12 1473 1799 48 24 96.941765 the 4 1 10 1 5 0 179 1835 1307 31 -1 5 1 10 1 5 1 179 1835 117 31 95.810738 wearing 5 1 10 1 5 2 318 1835 94 30 94.148415 layer, 5 1 10 1 5 3 436 1835 47 25 96.075287 the 5 1 10 1 5 4 503 1835 131 31 96.075287 existing 5 1 10 1 5 5 655 1836 131 30 95.983826 pavement 5 1 10 1 5 6 806 1842 31 18 95.556503 on 5 1 10 1 5 7 857 1835 64 25 96.667679 each 5 1 10 1 5 8 941 1835 64 25 96.764862 side 5 1 10 1 5 9 1025 1836 30 24 96.060570 of 5 1 10 1 5 10 1074 1836 48 24 96.188614 the 5 1 10 1 5 11 1141 1835 97 25 95.743774 trench 5 1 10 1 5 12 1260 1835 62 25 95.743774 line 5 1 10 1 5 13 1342 1835 76 25 93.254227 shall 5 1 10 1 5 14 1439 1842 47 17 91.199539 re- 4 1 10 1 6 0 182 1865 1323 34 -1 5 1 10 1 6 1 182 1869 82 25 96.173782 ceive 5 1 10 1 6 2 284 1876 14 17 95.353615 a 5 1 10 1 6 3 317 1869 64 24 96.790741 tack 5 1 10 1 6 4 402 1870 64 24 96.632858 coat 5 1 10 1 6 5 485 1869 49 24 96.237312 for 5 1 10 1 6 6 554 1875 14 18 96.311218 a 5 1 10 1 6 7 588 1868 132 25 96.514008 distance 5 1 10 1 6 8 738 1869 32 25 96.609146 of 5 1 10 1 6 9 789 1869 99 25 96.557098 twelve 5 1 10 1 6 10 911 1866 58 33 96.564423 (12) 5 1 10 1 6 11 989 1869 79 24 95.862518 feet. 5 1 10 1 6 12 1107 1869 48 24 96.349632 The 5 1 10 1 6 13 1173 1868 115 31 96.623276 wearing 5 1 10 1 6 14 1310 1868 77 30 93.207695 layer 5 1 10 1 6 15 1410 1865 95 33 90.582306 (416-A 4 1 10 1 7 0 180 1901 1356 33 -1 5 1 10 1 7 1 180 1901 64 32 95.410095 mix) 5 1 10 1 7 2 267 1903 77 25 68.557617 shall 5 1 10 1 7 3 369 1904 30 24 96.538094 be 5 1 10 1 7 4 419 1903 182 25 96.000336 constructed 5 1 10 1 7 5 622 1904 31 23 95.737579 at 5 1 10 1 7 6 673 1903 46 25 95.737579 125 5 1 10 1 7 7 739 1903 97 31 96.402245 pounds 5 1 10 1 7 8 856 1910 48 24 95.609978 per 5 1 10 1 7 9 925 1909 97 24 96.734322 square 5 1 10 1 7 10 1040 1903 65 30 96.109604 yard 5 1 10 1 7 11 1123 1904 49 24 96.109604 for 5 1 10 1 7 12 1191 1904 48 24 96.367424 not 5 1 10 1 7 13 1260 1903 61 25 60.290672 less 5 1 10 1 7 14 1341 1903 63 25 92.021149 than 5 1 10 1 7 15 1423 1903 113 30 90.241302 twenty- 4 1 10 1 8 0 180 1935 1323 33 -1 5 1 10 1 8 1 180 1939 50 24 96.503075 two 5 1 10 1 8 2 253 1935 58 32 96.615097 (22) 5 1 10 1 8 3 333 1938 66 24 95.461700 feet 5 1 10 1 8 4 421 1938 62 30 96.408829 long 5 1 10 1 8 5 504 1937 80 30 96.425110 along 5 1 10 1 8 6 604 1937 48 24 96.268799 the 5 1 10 1 8 7 672 1938 98 24 95.840836 center 5 1 10 1 8 8 791 1937 63 25 91.714867 line 5 1 10 1 8 9 873 1938 32 24 96.218346 of 5 1 10 1 8 10 924 1937 48 25 96.811722 the 5 1 10 1 8 11 990 1937 117 30 96.103500 roadway 5 1 10 1 8 12 1124 1944 31 18 96.095367 or 5 1 10 1 8 13 1175 1938 97 24 96.402168 street 5 1 10 1 8 14 1292 1937 46 25 96.506538 and 5 1 10 1 8 15 1356 1937 147 25 96.609726 feathered 4 1 10 1 9 0 184 1970 1287 31 -1 5 1 10 1 9 1 184 1972 62 25 67.139847 jnto 5 1 10 1 9 2 267 1970 131 31 96.198059 existing 5 1 10 1 9 3 419 1972 132 29 96.575081 pavement 5 1 10 1 9 4 570 1977 31 19 95.885689 on 5 1 10 1 9 5 621 1970 65 26 95.698601 both 5 1 10 1 9 6 706 1970 93 26 95.698601 sides. 5 1 10 1 9 7 840 1971 65 25 95.606476 Care 5 1 10 1 9 8 925 1971 76 25 69.881729 shal] 5 1 10 1 9 9 1025 1971 31 25 96.148621 be 5 1 10 1 9 10 1075 1971 80 25 96.148621 taken 5 1 10 1 9 11 1174 1972 31 24 96.576805 to 5 1 10 1 9 12 1225 1977 97 19 96.254143 assure 5 1 10 1 9 13 1342 1978 14 18 95.494072 a 5 1 10 1 9 14 1374 1971 97 25 96.823853 smooth 4 1 10 1 10 0 181 2005 602 31 -1 5 1 10 1 10 1 181 2005 167 25 95.910896 transition 5 1 10 1 10 2 369 2006 31 23 96.392448 at 5 1 10 1 10 3 419 2006 64 24 96.107346 each 5 1 10 1 10 4 504 2005 64 31 96.416245 edge 5 1 10 1 10 5 587 2006 31 23 96.669975 of 5 1 10 1 10 6 637 2007 146 28 96.196655 pavement. Page 16 (3) 5. Flexible Pavement for Trenches Less than 24 Inches Wide and Bell Hole Cuts. At anytime within twelve (12) months succeeding the final resurfacing, trenches less than 24 inches wide or bell hole cuts will be subject to inspection by the City Engineer. If the surface is not level with the prior existing pave- ment or surface, then the permittee will be required to make corrections as specified by the City Engineer. Trenches backfilled in accordance with Section 2 shall be capped with a minimum of 1 inch of asphalt flush with the existing pavement and shall be pro- perly maintained until trench or bell hole is repaved. Within thirty (30) days after pavement is cut, the backfill material shall be removed to a depth of seven inches below the finish pavement grade and a six inch base course of 3,000 PSI concrete shail be placed with the top surface of the concrete one inch below the finish pavement grade. After’ concrete has cured, a tack coat of approximately 0.05 gallons per square yard of SS1 or SSIh emulsified asphalt, shall be applied to concrete surface and the top one inch of the trench shall be paved using bi- ‘tuminous concrete pavement. The finish grade of the pavement shall conform to the original grade of the pavement. In the event three or more bell holes occur within a frequency of 65 feet, it will be necessary for the permittee to resur- face at least one lane of the roadway with 125 pounds of 416-A mix asphalt for the full length of the effected area, provided, however, if the final patches have no discernable variation from the plane of the pre-existing pavement the City Engineer at his discretion may waive the requirement of the resurfacing. 6. Concrete Pavement Except Sidewalks. Concrete pavement in streets, paved ditches or other areas, except sidewalks, shall be replaced with 3,000 PSI 5.5 bag mix high early concrete of the same thickness as that removed, including finish. A six inch compacted thickness sand clay or processed reef shell base course as hereinbefore specified for flexible pavement shali be provided under new concrete paving subject to vehicular traffic. Existing pavement shall be cut back a minimum of nine inches from edge of trench by sawing or other approved means or the pavement may be cutback to the nearest joint in the existing pavement in lieu of sawing. All control joints in existing pavement which are removed shall be installed in the new pavement. 7. Sidewalks. All sidewalk cuts shall be replaced using 3,000 PSI 5.5 bag mix concrete and the new sidewalk section shall be provided with a finish similar to the adjoining sidewalk. The edges of cuts shall be cut back to the nearest control joint and control joints shall be provided in the same location as existing joints. The slope of the new sidewalk sections shall match the existing sidewalk, but where slope is not governed by existing conditions the cross slope shall be 1/4 inch per foot. All sidewalks shalt be equal in thickness to adjoining existing side- walk, except that the minimum thickness shall be four inches outside of driveways Page 17 i) g® (4) and four inches where sidewalk passes through driveways. 8. Curbs and Gutters. All curbs, curb and gutters, valley gutters, and similar structures shall be replaced to the same line sections and grade as that which existed prior to removal. Precast curbs of concrete, stone or other material shall be carefully removed and reinstalled in the curb Tine. Precast manholes which are damaged shall be replaced with members equal in every respect to the damaged members. Concrete for work under the sections shal] not be less than 3,000 PSI 5.5 bag mix. Control joints shall be provided in new work at the same location that existed prior to removal. 9. All Ordinances and Laws Relative to Removal or Protection of Historical Items i.e. Granite curbing, paving brick, wood block paving, cobblestones, etc. shall be observed and adhered to when cutting streets, sidewalks, neutral ground, etc. 10. Request for Underground Utility Locations. The requests for underground utility locations shall be directed to the One 5 1 10 1 2 2 246 1091 62 26 95.862206 Call 5 1 10 1 2 3 331 1090 113 27 92.710541 Center from 7 a.m. to 5 p.m. Monday through Friday. Emergency work will be handled on a seven day, 24-hour basis. Excavators are to call 252-4444 collect to notify the One 5 1 10 1 4 6 617 1158 63 34 94.626732 Call 5 1 10 1 4 7 702 1157 128 35 79.234558 Center. (a) The City Engineering Department will issue excavation permits for excavation work within the improved right of ways, subject to the applicant notifying the One 5 1 11 1 3 4 483 1297 62 24 88.458229 Call 5 1 11 1 3 5 567 1295 114 26 90.081635 Center 48 hours in advance of the work. (b) The City Engineering Department will issue excavation permits for excavation work outside of improved right of ways, subject to the applicant notifying the"One Call Center"at least 24 hours in advance of the work.