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0787ATE:. With proper validation this form constitutes an encroachment permit GWO 68309 CITY. OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS f Subdivision Improvement Permit — Class II I DATE: August 16, 1990 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION •Jefferson Street N/ Avenue -52 (Street address or Description of Location) .PURP,OSE OF CONSTRUCTION to aItPr exi st-.i ncr fjAG Sketch (attach construction plans if appropriate) main DESCRIPTION OF CONSTRUCTION to install an , abandon aas main. to install 41' of 6" stPPl medium 8' E/wnl of JeffPrson, hPai nni na, 9tin'31 Nt,/nnl of .52nd Proceeding noitth DIMENSION OF INSTALLATION OR REMOVAL SEE SKETCH TGP 215, A-:6 SIZE OF EXCAVATION, IF NEEDED y APPROXIMATE TIME WHEN WORK WILL BEGIN Sent. 3 1990 r APPROXIMATE TIME OF COMPLETION DPr - 3� 1 9911 ESTIMATED CONSTRUCTION COST $ •'(Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: indemnify, -defend and save the City, its authorized agents, officers, representatives.and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when'work will be started. Comply with all applicable City Ordinances, the terms.and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of, this work. J.M. Snvder, Distribution Supervisor Signature of Applicant or Agent .Southern.Califronia Gas Co PO Box 3003 Redlands, CA 92373 714/335-7742 Name of Applicant (please print)Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City'Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit = Class I I I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs - Minor Improvement Permit —Class IV: See attached schedule " 0787 Inspection Fee $ —0— PERMIT VALIDATION Permit Fee Penalty Cash Deposit -Surety Bond if required -TOTAL: $ -�— Receipt No. Received by Date Recorded by PERMIT NO. 0787 DATE APPROVED 8/16/90 EXPIRATION DATE /' Aly fd DATE ISSUED p ' /7 D // -7/4� By Administrative Authority TELEPHONE: (619) 564-2246 r Y' Ay NO�T,�E With proper validation this form constitutes an encroachment perm,it r, �`M,MY Y N .L'M !. r Y W ! Y M� e► Y wF Y �Y'N Y..P •�:� Ir ! ti Y r !� — fir\ r• i rlln !—'M%'"•N `Y4 CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) GM 68309 For the construction of public or private curbs, driveways, pavements, sidewalks,, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE August 16,1990 Subdivision Improvement Permit — Class I II Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Jefferson Street N/ Avenue 52 (Street address or Description of Location) PURPOSE OF CONSTRUCTION to altar existi ner Fags Sketch (attach construction plans if appropriate) r main k, ' DESCRIPTION OF CONSTRUCTION to install anti abandon cras main. to install 41' of 6" steel medium 8' ENTal of ' Jefferson. heainnincx 26n3' N/nn7 of 52nd proceeding notth DIMENSION OF INSTALLATION OR REMOVAL SEE SKETCH TGP 215, A-6 SIZE OF EXCAVATION, IF NEEDED APPROXIMATE'TIME WHEN WORK WILL BEGIN Sent. 3, 1990 APPROXIMATE TIME OF COMPLETION Dec. 3. 19911 ESTIMATED CONSTRUCTION COST $ '(Including, removal of all obstruction, materials, and debris, backfilling, com- a t on and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, -defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify, the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. J.M. Snyder, Distribution Supervisor Signature of Applicant or Agent Southern Califronia Gas Co PO Box 3003 Redlands, CA 92373 714/335-7742 Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. k _.. Applicant's Insurance Company ` Policy Number FEES: Subdivision Improvement Permit — Class II I Public improvements:.3% of estimated construction costs Private improvements: 3% of estimated construction costs 1 077 `° Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ Permit Fee Penalty Cash Deposit -Surety Bond if required MOZ TOTAL: $ —d— i Receipt No. Received by Date Recorded by PERMIT VALIDATION PERMIT NO. 0 787 ' DATE APPROVED 8/16/90. EXPIRATION DATE DATE ISSUED f g/i'� By— Administrative Authority TELEPHONE: (619) 564-2246 • NOTE: With proper validation this form constitute` an CITY OF LA QU1NTA encroachment permit APPLICATION FOR PERMIT GWO 68309 PUBLIC WORKS 'CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Y Subdivision Inquom, nt Permit — Class III DATE: AUG. 13, 1990 Minor Inwrovarnent Permit Clan IV LOCATION OF CONSTRUCTION Jefferson N/52nd Ave_ liaeat address or Dsecription of L.oatlon) .PURPOSE OF CONSTRUCTION To alter existing teas main Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION To -install and abandon gas main. To install 41' of 6" steel medium 8' E/WPL of Jefferson Ave.. beginning 2603, N/NPI of 52nd Ave., proceeding north. SEE SKETCH TGP 215, A-6 DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN SEPT. 3, 1990 APPROXIMATE TIME OF COMPLETION OFC- 3- 1990 ESTIMATED CONSTRUCTION COST $ (including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and saw the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss ordamage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at Nat twentyfour 124) bows in advance of the time when work will be started. Comply wish all applicable City Ordinwms, the terms end conditions of the permit and all applicable rules and regulations of the City of i� Otte and to pay for any additional rpfeoaenMtt rwoaarery N 'work. sM: N!DER SUPERVISOR.. Sigrt�lw of Apptiant,a Agn1t k--TEIERN CAL FORNh"rAS�f`n_�,.P_Q_ Anx t(]0t�' RFn S� rn .:g2.1 -n (714> 3357742 Nelne of Applicant (please printf +ea AddrTOWWW No. .. Ninw of Contractor and Job Foremen ,_; ... Yuailhaa Andress Tilephorhe No. Contractor's Licefae No. City BWinisa Lioam No. . Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Clan 111 Public improvements: 3% of estimated construction costs Private improvai h nu: rte of czdnata/ construction costs Minor Improvement Permit - Clea IV: See attached schedule Inspection Fee $ Permit Fee Penalty Cast Deposit -Surety Bond if required TOTAL: Receipt No. Received by Date Recorded by PERMIT VALIDATION PERMIT NO. DATE APPROVED EXPIRATION DATE DATE ISSUED By Administrative Authority TELEPHONE: (619) 564-2246 A ter- . . � a h d •d �d t f � -. -The following General and Special Provisons are attac a to an ma e a part o it No., ~GENERA L•PROVISIONS, P1� ~ The following. shall always apply: + ti " ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within ONLY. Whenever construction extends within private property, it shall be the responsibility of the perms secure permission from abutting property owners. Such authorization must be secured by the permittee\ t,- TRACKLAYING.CONST.RUCTION EQUIPMENT: - Cleated tracklaying construction equipment shall not be perrm paved surface unless fittedwith smooth -faced street pads. All mechanical outriggers shall be fittedwith rubber st, .the paving -during excavations. Rubber -tired equipment only shall be used in backfill operations in paved are, pavement is scarred, spalled, or broken during the term of this contract. or if the pavement is marred, City of La,Qui',.. that theseportions of road be resurfaced over their,entire-width? Resurfacing shall consist of one coat.of.two inch..,. } surfacing plus appropriate seal coat as specified above. ` PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessar Engineer or La Quinta City Public Works Inspectors. Suitable detours and detour signs shall be placed and maintainedforth f' x of the project. The City shall be notified 24 Hrs. in advance of any traffic detours orrdelineations: CARE-OF`DRAINAGE, STRUCTURES: Any drainage structure including corrugated, metal pipe, concrete pipe, steel cul vert\ i r _ concrete structures encountered during excavation -which necessitate- removal shall be replaced in kind. In the event.it beco r necessary to remove or cut existing drainage, structures: City of La Quinta shall be notified prior to commencement of this wort► Drainage structures and open drains shall be kept free of debris at all times for proper drainage. - ` RIGHT.OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way.'Al l paved surfaces shall be broomed clean of earth and other objectionable rraterials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep,down dust conditions'and: she gtbe-used s�- immediately after backfill. v: t. - OE -WATER OPERATIONS: Rde-watering operations are required and pumps are forcing wateron City of La Quinta.roadsr.it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. . CLOSING STREETS: No street shall be closed. A minimum.of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it isfeft'bythe permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. ' SPECIAL PROVISIONS , r.t The follwing shafl,apply ONLY when indicated: R1 NOTIFICATION: Permittee shall notify the City at 564-2246 at.least 48 hours in advance of starting construction. 4' CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amountof not less than $ shall be furnished in the name of City'of La Quinta to cover alt work involved in the restoration of the various La Quinta roade'and survey monuments. This bond shall be continuous until cancelled by the City Engineer. This bond must be posted prior to commencement of any work on this project . " R3 UTI LITYCLEARANCE:ISubstructures) Prior to makinganyexcavation withintheCityofLaQuintarightofway authorized ' by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee.' v• - TUTILITY CLEARANCE: (Surface structures) No work shall be done under this permit until all utilities are dear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. rtiR5 PAVEMENTk WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with inches of A.C. paving placed on inches of class aggregate subbase course A having an "R" value of not less than " and in conformance with City of La Quinta Road Improvement Standards P and Specifications, Ordinance #461. r R6 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of 1 /4 inch to one foot (11. • Y !` R7 GRADES &`STAKES: City of La.Quinta shall establish grades and stakes for the proposed- concrete curb and gutter construction: r , R8, GRADE CHECKING: City of La Quinta shall check grade sup on receipt of plan and profile and/or grades as established by :r. a lirensed engineer.,. • R9' CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curd and/or curb and gutter ( feet)shall be removed: Curb and/or curb and gutter shall be saw cut prior to removal `Depressed curb, matching concrete gutter and - concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. I - ,e• .1' r IF RIO DRIVEWAYS, A.C.: Driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the ` property line and the existing road paving shall be 2-1/2 inches of A.C. paving placed on ( ") of class aggregate base. Driveway construction shall conform to attached drawing. R 11 CULVERTS: A _ inch diameter (-)culvert shall be installed with the invert approximately 1-1 /2 inches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing. R1 SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained. R13 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall comply with the manufacturer's specifications. H ,. 14 OORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of La Quinta may conduct in this area during'the period of this permit. Work shall be coordinated with the State or Citv of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the^ centerline of all streets or property lines when involved shall be completely tied out so they maybe readily and correctly be replaced,by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to, these monuments'shallbefurnished tothe City Engineer priortothe removal ofany monuments. This office shall. s be notified upon completion of:replacement of all survey monuments for proper project clearance. RD -31 4 _ R16 IVEY MONUMENTS: Prior to excavation or beginning of ction, all survey monuments shall betiedoutbyCity a Ouinta and suitable payment or guarantee of payment shall be made as reimbursement for all work involved. R17 PAVEMENT CUTTING: Pavement will be mechanically cut to a straight edge prior to excavatibn.,Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting of pavement). Excavation material shall be placed in such a position as to best facilitate the general flow of traffic. Prior to final paving operations, any damage to pavement straight edge shall be corrected. R18 PAVEMENT CUTTING: Pavement shall be saw cut prior to removal. Prior to final paving operations. any damage to pavement straight edge shall be corrected. 19 UMIT OF EXCAVATIONS: Excavations shall be limitedio 1,000iineatieetot opentrench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. R2 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing an adequately consolidated backfill. Any material which the City of La Quints deems unsuitable (spongyor saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. R21 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed in lifts of notgreaterthan three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods maybe substituted, but in any case a relative compaction of 95 percent shall be attained within the structural section of the roadway. 1R 22 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (51lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction, sha II be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous. R23 COMPACTION TESTS: If so required bythe inspector, compactiontests shall be made at intervalsof not more then 1,000 feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways. State of California, dated January 1973. /R24 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line. ( One (1) copy ofeach test shall beforwardedtothe City Engineer for approval and filed prior tomaking permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. P2 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch \ consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed after a maximum of 3,000 lineal feet of trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary exceed d lira (u) day limit. 226 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations have been completed, a temporary patch consisting of two inches (2") of SC -800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class base shall be placed no later than i—days after completion of temporary road repair. R27 PAVEMENT REPAIR: F.A. S.: Upon completion of backfil I a nd compaction. a temporary patch consisting of two inches (2 ") of cold mix paving (SC -800) shall be placed immediately. A permanent patch of three inches (3") of A.C. surfacing shall be placed on six inches (6") concrete base as directed, but not later than fifteen (15) days after completion of temporary paving. Concrete base shall be of five -sack mix and shall conform to the City of La Quints Road Improvement Standards and Specifications, Ordinance #461. R28 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas where such seal coats existed prior to issuance of this permit. Seal or armor coats shall be applied as specified in Section 37, Standard Specifications. State of California. Division of Highways, dated January 1973. Work of pavement repair to be accomplished by a licensed contractor engaged in the business of pavement repair. R30 STREET RESTRIPING: Where street striping is still visible on streets to be excavated. such striping shall be replaced upon completion of permanent repairs. R31 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quints road right of way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be removed in sections which can be handled safelywithout interferenceor hazard to highway traffic. The entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in thefollowing paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and/or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973, R32 TREE TRIMMING: a. Only the necessary trimming shall be accomplished to provide clearance of the facility for one calendar year. All broken or weak sections within the trimming shall be removed. b. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at anyone time. Adequate signs, flagmen, and/or barricades shall be provided to protect the traveling public at all times. c. If tree trunks are partially outside of the City of La Quinta road right of way, permittee shall make his own arrangements with adjoining property owners for consent to the trimming in addition to the authorization provided by this permit. d. All tree trimming on EVERGREEN TREES, PALM TREES, and other ORNAMENTAL TREES shall be accomplished to the satisfaction of the City Public Works Inspector. e. Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees. f. Pruning shall, in all instances. be at the shoulder of the crotch to insure even, fast healing in all cuts of two inches (2") and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector. M •." �. F.S+ a SPECIAL ,CONDITIONS --PERMIT' NO... 0787 ' .-'The following conditions~ shall -be -met to. the- satisfaction of"the City Engineer. 1. Work under ,this, permit shall be coordinated' with the. ..: + " construction -of thea Jefferson Street Golf Cart Tunnel, crossing. 2. •Permttee.shall be responsible -for dust and,ero,sion control.., 3. Streets shall be kept-.clean..They shall..be be:completely" , ` °cleaned .at the , end of the working ,.day and more f requently if' . ` required. - . 4. Contractor shall-comply'with,the local'noise.ordinance and construction operations •and °' maintenance of equipment. within, one half . mile of . human occupancy,, shall' be ",performed only' during the time.:'periods .assfollows: - October.,lst to.April 30: Monday -Friday 7:00a.m.-5:30p.m. ' Saturday 8:00a.m.-5:00p.m. May 1st to September. 30: - Monday -Friday 6:,60a.m.-7:00p'.m. Saturday 8:00a.m.-5:00p.m. " " Work shall,, be-,prohibited,•anytime on,; Sunday and Federal holidays. .' , `. 5. The'Permittee'shall be'responsible,for the safety of. -the work { sitewincluding'but not•limited to the following items•for the., protection•.bf.the facility relating to the construction of the .tunnel : • . s 1: a) submit' plan- for : traffic control and'+detour .to the• „• + City Engineer for ,approval., Traffic control,plani` shall include details..for all signage . delineator -and guide -markers in accordance, .with ` t Caltrans'Standards.�- ` .� b) Street closuresshall not' be allowed. "-aA minimum of one travel lane shall be.maintained at all times ` with flagmen during working hours`. c) Excavation.at or near'.the• travel "way shall be b'ackfilled at the end of the .work 'day,' for -the , protection of the traveling public: - d) "All -work to be -performed'- within the ,ekisting, paved section shall be.temporary paved and maintained by the Permittee. , k f SPECIAL' CONDITIONS'.- Permit. -No.= 0787' , , • Page f4 ` 9. All backf ill: subgrade : soil'shall- be'- compacted., to nothing_ :. lesser, `• than 90%, relative..dry °density, all, backfill "soil.` within 'the top'i.2'„ of ; f iniph , pavement surf ace shall . be;•' Compacted ,to. nothing• -less than 95%. relative dry' density, all base material >shall be. compacted to . nothing less than. 95% -relative:•_' dry.. density. ,• 10. Permittee shall" notify • the' City. at, 564-2246, at least. 24 --hour's, in advance:yof-'starting construction..,> ` 12. Altering: of -,the existing-gasmain. must• be`;'accomplished,'prior !' i to the final,. paving •� of -.-,Jefferson Street over the Golf Cart Tunnel 13. If, the work is to .be performed by forces other than7that'.of.,- f ,the theutility company, the contracting company, will' -be required., to apply for an additional'encroachment permit,and,pay"the f ,appropriate fee. 4' w .- r ., -8• .. •. ' 1.