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0863� •- Y' � � -II •• -� - � - / e ..- .. - ... -1.4 �., .. .. .— Lam,.. T • -., ' �.. r��,*�y�- �4w '-*w'�.r� M.-..-.?�,.•1,<.-s�r..../"'. r�n�.�:A!..a�y.�,r-�"•.-�-yr=,r,.-� -;� -..-•-,ate-.-,..�.:.�-._..•....:...cam.--�.�,,: �.�„••v�: ��•. _ 10 y, NOTE: ". With proper validation this form constitutes an. encroach merit permit CITY, OF.'. L'A•'QUINTA APPLICATION -FOR • PERMIT ' $ 'PUBLIC ~WORKS ,CONSTRUCTION, (ENCROACHMENT) SOF T�9 r 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 ,Subdivision Improvement Permit — Class III 'DATE: October 9, 1990 Minor Improvement Permit Class IV t ;FLOCATION OF CONSTRUCTION Fred Waring' Drive,. east of 'Adams-. (Street address.or,Description of Location) c ` y PUG RPOSE ORCONSTRUCTION TR (attach construction plans if appropriate) K" Strr0,ggi ncr .DESCRIPTION OF CONSTRUCTION - � x3u.= trencning r %•w/ 1-4" 'GTE -80 County of ' Riverside ,permit -#D-9010-2 DIMENSION OF INSTALLATION OR REMOVAL 24."' amide x 30" r , >;"deep 120 ft • of trench - r K. SIZE OF EXCAVATION, IF NEEDED, 4U_ dut k ,,24"' X .3 r ; APPROXIMATE TIME WHEN,INORK WILL BEGIN' 10/8`'/90 APPROXIMATE TIME OF COMPLETION 16/12/90 'r I ESTIMATED: CONSTRUCTION',COST $ nbt . to •excPPd: 3 . 000 il(Including•removal.of a.11 obstruction, materials, and debris, backfilling, -com- paction and,placing, pe emanent•resurfacing'and/or replacing improvements) In consideration of the grantingof`er thislpmit, 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. E Comply with all applicable City Ordinances, the terms and conditions of t�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. �4 e t ,cSignature of Applicant or Agent. "Dennis -Thorson Enterprises' 12735,-Deodar Ave. Desert' Hot Snrinas 92240 Name of. Applicant (pleaseprint) * _ Business Address Telephone No. _ Vincent Thorson:12735:Deodar Ave.�Desert Hot,Springs ' Name;of:Contracfor and Job Foreman Business Address' Telephone No. `546977 abplieda for r f` Contractor's'License:No.City Business License No. Fire'mans Fund MZG8043-58-14, Applicant's Insurance Company ' • Policy Number FEES: ..Subdivision Improvement Permit = Class III r r. 00 '7468 f0-09-90 10 Public improvements: 3% of'estirnated construction costs. 1. 0 1 TO1 AL 1 .130.00 " :Private, improvements: 3% of estimate&construction costs pp Minor Improvement Permit = Class IV:.See attached schedule .' i' o ®6.3 130.00. , Inspection Fee $ PERMIT VALIDATION Permit Fee 0863'• PERMIT NO., Penalty . .. DATE APPROVED 10/9/90 Cash Deposit -Surety Bond r if required F' EXPIRATION DATE 12/31/90 y. a TOTAL•:' $ 130'00 �.0/9/90 -. DATE ISSUED Receipt No. r By -Received by Date y Administrative Authority Recorded by r' TELEPHONE: (619) 564-2246 011 411 --w.'.., i. Mr a — M+ .+ — i.. r w, r .0 cr w w. -- c• — r r w .6..w .a -� r. v. w... r — w w r. w w w.. — r. .. NOTE: With proper validation this form constitutes an encroachment permit i 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 DATE October 9, 1990 Subdivision Improvement Permit — Class III Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Fred Waring Drive, oast of AdFAmD (Street address or Description of Location) PURPOSE OF CONSTRUCTION r,7i: tin 3nreTrotinA st,rg�,c't cz-ensa na 2-a� DESCRIPTION OF CONSTRUCTION - y�:. t=r rrici�xng vi/ 1-4" CTS -80 DIMENSION OF INSTALLATION OR REMOVAL 24f0 �dc 3la'1 deet 3_20 ft oZ ;-rench SIZE OF EXCAVATION, IF NEEDED AV truck 2[a" ]: 3011 APPROXIMATE TIME WHEN WORK WILL BEGIN 10/8/90 Sketch (attach construction plans if appropriate) APPROXIMATE TIME OF COMPLETION 3,0/12/90 ESTIMATED CONSTRUCTION COST $ not to oxzce nd 3.00n (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: Count,,, of Riverside permit OD -9 i, 10-i 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.,,—>. �w od��bk 4N J� as gnature of Applicant or Agent ` Dc,nnis Thorson Enterprises 12735 Doodar Ave. Desert Hot Springs 92240 Name of Applicant (please print) Business Address Telephone No. Vincent Thorson 12735 Deodzr Ave. Desert riot Springs Name of Contractor and Job Foreman Business Address Telephone No. 546977 Contractor's License No. anT)lied for City Business License No. Firemans Fund MZC0043-58-14 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule 13C.0j Inspection Fee $ Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ 130.00 Receipt No. Received by Date Recorded by 001.16:'. 4U 7460 110 �0,�,,.90 to W CASH I 1 D AL i i3o.00 PERMIT VALIDATION By TELEPHONE: (619) 564-2246 Administrative Authority 0863 PERMIT NO. DATE APPROVED 1Oi9/90 EXPIRATION DATE 12/31/90 10/9/90 DATE ISSUED By TELEPHONE: (619) 564-2246 Administrative Authority ' e e e 0 \ e^ Oa ' e ' 3 /Yt \ Oa 20'd Z00'ON 8b:ZT 06'S s0 089£Zb£6T9Z'oN ' '3r /Yt \ 1 V ;I4 3 {. O S3GUDM1dS N Sd01 ' S e e • � •�'tw'*V' � U+i 0 20'd Z00'ON 8b:ZT 06'S s0 089£Zb£6T9Z'oN ' /Yt \ 1 V ;I4 3 {. `i S3GUDM1dS N Sd01 NOTE: With proper validation this form constitutes an encroachment permit I 3 CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) j17Y.rwYij�y�Y� For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water "vim and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class III DATE: ®L Jrl �� Minor Improvement Permit Class IV :LOCATION OF CONSTRUCTION fly -i. &VW7n7 (it/ 1-4- •-fwg �^�� � �� � (Street address or Description at Location) PURPOSE OF CONSTRUCTION G�T� /�'�® � Sketch (attach construction plans if appropi late) S?�7�• GR-�SSi.�1G, DESCRIPTION OF CONSTRUCTION 1 ���l��l ly�� _ q O to Cw DIMENSION OF INSTALLATION OR REMOVAL 2y //&A /Ln a~f 0A 11 SIZE OF EXCAVATION, IF NEEDED a APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION i LL ESTIMATED CONSTRUCTION COST S NOT .TO EXCEED V1. nnn _ On (Including removal of all obstruction, materials, and debris, bar-kfilling, 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 env and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persona or proparfy happening or occurring as a proxitnato result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (141 hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of t'permit and all applicable rules and regulations of the La Quints and to pay for any additional replacement neeesary as th resuit df this work. r ^ ® JAM,j.- - - Signature of Applicant or gent nor �jt�` /1��/ INTI DENNIS THORSON ENTERPRISES, INC. 12735 DEODAR AVE DESERT HOT SPRINGS, CA 92240 Name of Applicant (please print) Business Address Telephone No. VINCENT-THORSON 12735 DEODAR AVE DESERTS HOT•SPRINGS, CA 92240 Name of Contractor and Job Foreman Business Address Telephone No. 546977 APPLIED FOR Contractor's License No. City Business License No. FIREMANS FUND MZG 8043-58-14 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class Ili Public. improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs . N� ,. Minor Imorovement Permit — Class IV: See attached schedule Insoectcon Fee S=� r r' ( PERMIT VALIDATION Permit Fee Penalty Cash Deposit -Surety Bond r if required TOTAL: $ I ' Receipt No. Received by Date PERMIT NO. DATE APPROVED EXPIRATION DATE DATE ISSUED By Administrative Authority Recorded by I1 TELEPHONE: (619) 564-2248 '•. CONSTRUCTION COMPLETION.NOTI� To: Franklin-E. Sherkow ' Director of Transportation 79.=733 Country Club Drive, Suite B' ` Bermuda .Dunes, CA 92201 ' (619) 342-8267 M Work authorized under Encroachment Permit No. D=9010-2 on Fred Waring ,Drive .. (street) has been completed as, of (date) Remarks- s (Company or individual)' 'T (Signature) CONSTRUCTION STARTING NOTICE -To:,.-Franklin E. Sherkow 'Director of Transportation .79-733 Country'Club-Drive, Suite,B Bermuda Dunes., , CA 92201 ,.(619). 342-8267. . : D=9010-2 Fred Wa'ri Driveng. Work authorized under Encroachment Permit No. on ` n .(street). is scheduled to: begin on (date) at approximately (a. m.) (p.m.) In the event construction cannot start as proposed, we, will notify RIVERSIDE COUNTY TRANSPORTATION ;'DEPT,, of'new starting time. prior to date shown above. Remarks: r r (Company or Individual] ' RD 32 (Rev 4/90) 1 F -N O T I C E •' ThePivf3rside .County Road Department PerMit Sectio -1 sha!I be notified at 'least 48 hours ,)rior t15 ar:,:: construction. tf Permit Section is not notified, any work performed is subject to immedOMI removal. Idemround Service Alert HrS.fo�'e Y`s}4 Permit No. D-9010-2 w Undergr01in4d Loeatifig Fred Waring Drive'- S6987B JAW -422-4133 Name of Road - Road No. rY OF RIVERSIDE, STATE OF CALIFORNIA RBPg. 119 COUNTY ROAD DEPARTMENT ENCROACHMENT PERMIT Riverside, California Williams Development Corporation October 5, 1990 42-600 Cook Street,, Suite 135 Date Palm Desert, CA 92260 L J. Subject to the provisions of Riverside County Ordinance No. 499 and all the terms, conditions, restrictions, specifica- tions, standards and rules and regulations of the County of Riverside or any otherpublic agency written below or printed as general or special provisions or incorporated herein by reference: PERMISSION IS HEREBY.GRANTED TO Excavate to install and maintain, approximately 160 feet of one 4 -inch telephone conduit across the northerly portion of -Fred Waring Drive within the .Riverside County jurisdiction, 1000 feet east of Adams Street, as indicated on the General Telephone�Company Drawing "B" for Work Order'No. 549-31792-I, attached to -and made.a part of " this permit. Said conduit shall be occupied and maintained by.General Telephone Company of California. The applicant shall obtain an encroachment permit from the City of La:Quinta prior to.starting any work,on the southerly portion of Fred Waring Drive. A.C. pavement shall be saw -cut prior to removal for this installation. Compaction tests shall be taken on..all crossings and a certified copy submitted to the Transportation Department. ___continued on .Page 2 --- The following specifications and/or standards, a copy of which are attached to this permit, are hereby referred to and made a part hereof as fully as if they are set out herein. County standards and/or specifications for: (on Page 2). Type: ~ A copy of this permit is to be kept at,the site of the work and must be shown,on.demand to any authorized repre- sentative of the County Road Commissioner. .This permit is to be strictly construed.'and no work other than that specifically' mentioned above' is authorized here- by.. Performance of the work shall be deemed to be acceptance by the Permittee of all terms and conditions of this permit and Ordinance No. 499. This permit, shall be void unless work herein contemplated;shall be completed before December 31 , 1990 .attach: app.pmt,ext.,notif'.,proviso',drwgso c: R/0 Ko Holland, Maintenance Supervisor . Inspector Richard B. Ben "e File Technical Engineering Un i Supervisor RBB:DC:eb RD Form 12, Rev 11/77 " z i ],i T ams. pe 1 ,.: P. Ve opment,Corporation �M 'a� Encroachment` Per Fred _Waring D' S6 y01B } RBP9° 719 etre' - 987 The 'Ri,vers , i de k PRIOR rGounty .Trans TO STARTING 'WORK at..portation.' Department Ins , (619) 342=8267, pect sha 11 ;.. or, be The minimum cover. overs .notified,,48'-HOt1RS. l4 Y .� `cond is located .� 4 a•11, pipes and �� f the elevation o1' n; the conduits `" > :Y` shoulde`r'.Qr.' sh 1 a i. the`'fiow ..line- or. parkwa be; no .les than 30 N �-t t {edge of area s. ha be placed"'ati p��pesrand PePkWce shall be for to �pavemen,t. least:3Q" below. ` res la din kind., rt ed orT9n�nal.grade �, , . All and kind. Any Yl.ands ' w�M t or` a, caping sha1,1. "be p tland cemen concrete items broken w . by the .Ri Vers : ken or. damaged ; i ed b- Y Trans'replaced . Spector 9 ,, shall. ! replaced 13'*f`?ermlt .va1,d only .wTth�'n Riversi.d.. . as directed , e. County road i' } r ght-off= ,- r Standard Provisi 2 3 4 r } ons. Y. S 6 8 ;, Special,Provisiorrs: R } 'i -1 R 3 v. R-4, R-14 30),,and R -15,R B,.R� x ! { I ,R-28, ]'R ]9; R-20; 'R. 22 . ' R-24 R-26 g .SDC eb i Ix n . ♦: t f c5 " t STANDARD PROVISIONS' FOR ENCROACHMENT PERMIT:, ' 1. f No pavement to be cut yor' otherwise •disturbed. `�,2�Pavement Eto be cut. • Street crossings shall be made' on a half -width` basis, • with ,one ,lane of theroadway' open' at al•l,,times. Permittee and his contractor 'shall be responsible for providing all signs, barricades and , flagmen r'equ i red• for adequate'protect:i on of -,traveling public and' for handling Nehicular ,traffic through. the work,area. No excavation within ' the paved section of- any ,street•'shal1 ;b'e'all'owed-to.remain open -.overnight. (3) 'Materialfrom the•'excavatedrtrench'`shal„1 .be.pl,aced "so,as-,to cause minimum •' • interference with 'traffic. • All..construction materials and' equipment shall • be removed from the roadway at,the close of'each day's work. All excava- ' tions .and, spoil banks shall be .properly: barricade'd.and .ligFited at''night; and on weekends and holidays” to.the satisfaction of•'the Transportation :'Department ;Inspector.. (4� Prior'to.pouring of •.concrete ,or ,placing paving. materials, a.11 forms and - grades are to`be'checked and approved,by a Transportation'Department Inspector. y�5) This Permit,. or a copy.' :thereof , -together with all''attached plansj,�provisions 'of., . and spec ifications•, shall be .p1a-ced'ih the hands, the Contractor,�and said s may,; Permit shall' be available_ at'the jobsite-'at. al l times. ° d Compaction of- trench £backfill shall, be -in accordance, with Riverside County ,(� Standard No. 818,*attached. 7.,. 'Shoulder 5ha11 be restored ,to original grade and kind: ;Any select ;material - �' dor landscaping shall -be -replaced. ' CThee PermitteeRandtheir representatives shall h'bld the County• of Riverside, its ersonnel .and,.a ents -harmless from'an p g ,.• y accidents or injuries resulting - ,• -from operati'onsrauthorized •by "this permit. Tiie':Transportation -Department Inspector°shall determine the safety/suitabi.lity of `all`' excavations, but�'if`a' excavation. -is five"'feet of. the, edge of ._within pavement it must be closed overnight. ,,� �0� t X f •�S S. w� Temporary pavement•.repairs,shall.be maintained flush with the surro-unding pavement.' Irregularities in'the'temporary pavement surface, shall not exceed. as measured'"along:a '10' -straightedge. F 1, ,No utility,.related structures,,faciliiies or, appurtenances.shall be placed An: 'of: -the surface -the', sidewalk or'proposed'�s,idewal�k area'unless expressly permitted herein. 12:- ,'411'obstructions such, as-trees,•'Uti1ity '.poI6s, fire- hydrants, 'etc. shall be' , "relocated out' of the sidewalk area. • ,!.�r♦ s4 ' ' ♦., , +. ••`'�' '�. '; ff - 1. ,' ; .� � • • • +. " - ' � ,.. • . � • . F r w � is .. �' _ UNSURFACED 'MEDIANS; - � � + �` _ .• s ROADSIDE STRIPS - SURFACED STR'E'ETS-. 81 EASEMENTS, . . x f11MACN/G (EXCLUDING - - r i.7 �r«. GRAVEL ROADS) T " , _ �.: �' Z '• • •i :�• •' • • DAO[ MATERIAL AND'O" *S.. • ■..• SUOORADE, COMPACTED • ;'ti. - ` TO 9mvpELATIVE COM -- c f` ' OACKFILL- COMPACTED.Q ►ACTION. T „ TO 65%RELATIVE �' y. II COMPACTION I: •ACHFR.L COWMTEO TO ODT►RELATIVE COMFMCTION_ t. s" I. STRUCTURAL:iZONE ; - _'� + 1L - • ' `(MA111MUM La►T'TNICIIMH3 1/ • INCN[S. ,IIrHTER�DIATE•�ZCNE _ ' { � � ' `f � «. MAXIMUM ll►TTNICNN[N M. PI^ PE ANDWILITY ZONE' .% •q g 1AN[N PONDINGAND. JETTING 13 4',FItT. ` ARIAOI[ 1Q • .� x VAN 5 ~c *i1Ai at COMPACTto. To SO- RELATIVE i { , BEDDING AND UTILITY BACKFILL COMPACTION IF EXISTING SUOGRADE IS PER. UTILITY COMPANY OR --'LESS THAN WAS INDICATED BY z MANUFACTURERS - SPECIFICATION, • SOILS TEST. rn KULA& STIMJCTURAL 2 ,1Is ' . f SECTION AS FULLUWS s 0 t _ SIIRFACNa ' 6XISTINO INCHNElO ORr •ss ,�, �' MNRiR1Y'' ,r D 'I - `� ♦ - sA/a TtK' ANo TINc1INCS1 ;As *y * EXIST OIG MSE NATIER1AL.4 Nl11 OR -AR OIRtCT[O. O _� -<• iT NOTE: WHEN A : FIRM • FOUNDATION' ' IO NOT [N�INfT[R[O' OIIE. TO SOFT, SPONGY. OR •OTHER ' UNIM."AOL[ MAT[JMAL� co TERIAL SHALL , O[ REMOVED TO THE IMfTS DNI[CTEO 011 �_,. ,o 1 ; ' -THE ROAD COMMIS510NIER OR AFFECTED UTILITY CO., AND THE. t �RESULTINO 'EXCAVATION BACKFILLED• WITH PIPE BEDDING' .• •M - - .. MATERIAL. _ .'.,- ,^' F ,+ -♦+ -' a '.t - ��... .'•. .� _ � • ..�_ ' ?. •� }{•.�1 • - •-,` j��' ' •'�•�I The following General .and Special Provisions are attached to and made a part of. Permit No. D-9010-2 GENERAL PROVISIONS The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within Riverside County Road right of way ONLY. Whenever construction extends within private. property, it shall be the -responsibility -of the permittee (or his contractors) to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, Riverside County shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the district Road Foreman or Riverside County Road Department inspectors. Suitable detours and detour signs shall. be placed and maintained for the duration of the project. CARE OF DRAINAGE STRUCTURES: Any. drainage structure including corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, Riverside County Road Department shall be notified prior to commencement of this work. 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. All paved surfaces shall be broomed clean of earth and other objectionable materials 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 shall be used immediately after backfill. DE -WATER OPERATIONS: If de-wateriny operations are required and pumps are forcing water on Riverside County roads, 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 is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply ONLY when indicated: (RI) NOTIFICATION: Permittee shall notify the Riverside County Road Department at ( ) (Indio ((M9) 342-8267) at least 48 hours in advance of starting construction. R2 PERFORMANCE BOND: A faithful performance bond, or a joint performance bond, in an amount of not less than $ shall be furnished in the name of Riverside County Road Department to cover all work involved in the restoration of the various'Riverside County roads and survey monuments. This bond shall be continuous until cancelled by the Riverside County Road Commissioner. This.bond must be posted rp for to commencement of any work on this project. C3) UTILITY CLEARANCE: .(Substructures) Prior to making any excavation within the County right of way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing sub- structures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. CR ) UTILITY CLEARANCE: (Surface structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. R5 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be sur- faced with inches of A.C. paving placed on inches of class aggregate subbase course having an "R" value of not less than and in conformance with Riverside County Road Improvement Standards and Specifications, Ordinance #461. 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 (1'). R7 GRADES & STAKES: Riverside County shall establish grades and -stakes for the proposed concrete curb and gutter construction. R8 GRADE CHECKING: Riverside County shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb. -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 Riverside County Standard #207. 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. R11 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. R12 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. eR414 COORDINATE WORK: -Theproposed work shall be subordinated to any operation which the State of California or Riversic �� County may conduct in this area during the period of this permit. Work shall be coordinated with the State or Couni forces to preclude delay or interference with State or County projects. C15) 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 may readily and correctly be replaced bya licensed civil .engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the Riverside County Surveyor prior to the removal of -any monuments. This office shall be notified upon completion of replacement of all survey monuments for proper project clearance. RD -31 216 SURVEY MO,i iTS: Prior to excavation or beginning of construction, all survey monuments shall be tied out by Riverside County forces and suitable payr..ent or guarantee of..payment shall be made as reimbursement for all work involved. 117 PAVEMENT CUTTING: Pavement will be mechanically cut to a straight edge prior to excavation. Method of pavement cutting shall be arproved through the office of the Road Commissioner. (Under no circumstances shall excavating equipment be used to excavate prior to cutting of pavement). Excavation material shall be placed in such a posi- tion 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. C19) LIMIT OF EXCAVATIONS: Excavations shall be limited to 1,000 lineal feet of open trench 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 Road Department. 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. C2) 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 County deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supple- mented 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 not greater than three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case a relative compaction of 95 percent shall be attained within the structural section of the roadway. C22) 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 (5') lifts 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 shall 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 by the inspector, compaction tests shall be made at intervals of not more than 1,000 feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the Riverside County Road Commissioner 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. C4,COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service )line. One (1) copy of each test shall be forwarded to the Riverside County Road Commissioner 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. 225 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 pavement exceed a five (5) day limit. (2) PERMANENT PAVEMENT REPAIR: After backfill and.,compaction operations have been completed, a t mporary patch con- sisting of two inches (2") of SC -800 shall be placed immediately. A permanent patch of inches A.C. sur- facing placed on a _inch class base shall be placed no later than v O days -after completion of temporary road repair. 127 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and 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 Riverside County Road Improvement Standards and Specifications, Ordinance #461. GOFOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the Riverside County Road Commissioner. 09 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. 20 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon completion of.permanent repairs. 131 TREE RELOCATION OR REMOVAL: Tree relocation within the Riverside County 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 safely without interference or 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 the fol- lowing paragraph. Where it becomes -necessary to -restrict traffic, the work shall be -restricted to a maximum of 500 -feet at any onetime. -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. Com- paction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. 32 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 any one 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 County road -right of way, permittee shall make his own arrange- ments 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 Riverside County Road Commissioner. 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 Riverside County Road Co;llnissioner. ' The follo•.vino' General and Special Provisions are attached to and made a part of Permit No.,t' " :, t *'.at, kGENERAL PROVISIONS i r f. The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta rightof way r: • }' �' ONLY. Whenever construction extends within private property. it shall be the responsibility of the permittee (or his contractors) to secure, permission from abutting property owners: Such authorization must be secured by the permittee prior to starting 'work. r'.r",c v •r• a . A;t- < : - , - r .,.a.< TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on any, paved surface unless fitted with smooth -faced street pads. Allmechanicaioutriggersshallbefittedwithrubberstreetshoestoprotect j �[ : t the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas.. If the existing t r' pavement is scarred: spalled..or broken during the term of this contract. or if the pavement is marred. City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2"), of A.C. ,q r -4 , surfacing plus appropriate seal coat as specified above.. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by.the City Engineer or La Quinta City.Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration " y 3 " ' of the project. The City shall be notified 24 Hrs.'inadvance of any traffic detours or delineations. a 4 •. CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated, metal pipe, concrete pipe, steel culvert and ;.•� -,concrete structures, encountered during excavation which' necessitate removal shall be replaced in kind. In the event -it becomes ~f rW rw : ;#'` r;' txt • ,necessary to remove or cut existing drainage structuress City of La Quinta-shall be notified prior to commencement of.this work, 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 +.,.r, r• ; • way: All paved surfaces shall be broonted clean'of earth and other objectionable;rna[erials immediatelyafter backfill and compaction. r.,' . ; `6 �•, ` " ^Existing gutter jive and drainage ditches shall be replaced to their original standard or better' All excess material shall be removed 1' prior to,paving. Water tanker shall be used, as required, to sprinkle the job, site to keep down dust conditions and shall be used fte t- •yyF immediately arbackfill'. 4 4• r 'd 1 rDE-WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be 1.. f•• « y the res ponsibility.of,the permittee (contractor) to control this:water and to' provide off-street barricades when necessary. .:,. a .< CLOSING STREETS: No street shall be closed. Aminim um 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 is felt by the permittee that he must close a street for ' r F• - any length of time, permittee mall contact this office to obtain, the necessary permission. SPECIAL PROVISIONS t.. v The wing shall applY.ONLY when indicated. `• ` n * ; y; fi r .w: r .i ' .t,1 ,t '• ." -� .- R1 NOTIFICATION: Permittee sha11 notify the City at 564-2246 at least 48 hours in advance of starting construction. 4', ti,, t,�'' ' w• + , . ^ r t ; CASH DEPOSITS OR BONDS: A cash,bond orae approved surety bond in an amount of not less than $ i v -. - - shall be furnished in the name of Cit•: c! La Quinta to cover all work involved in the restoration of the various La Quinta roads, ar d survey monuments. This bond shall be continuous until cancelled by the City Engineer. This, bond must be e posted prior to commencement, of any work on this project : t 'rR3 UTILITY CLEARANCE: ISubstructureslPrior .to,rtiakingany excavation within the City of La Quinta right of way authorized f1` /dy permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. I Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. y, Fa ,, s R4 . 1TILITY CLEARANCE: (Surface structures) No work shall be done under this permit until all utilities are clear of the j v �. proposed work site. The permittee shall notify all concerned utility companies`of the proposed work. f , + r►p4, : RS',� PAVEMENT WIDENING: Area between the proposed concrete gutter,fine and the existing road pavement'shali be surfaced with inches of A.C. paving placed on inches of class aggregate subbase course i having an "R" value of not lessthan - and in conformance with Cityof La Quinta Road Improvement Standards and Specifications.` ordinance #461. t 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.wy R7 GRADES'& STAKES:;City of La Quinta shall establish.grades'and stakes for the proposed concrete curb and gutter O t ,construction: R89RADE CHECKING: City of La Quin a shall check grades upon receipt of plan and profile and/or grades as established by r o t ,a licensed engineers R9 CURB REMOVAL FOR DRIVEWAYS: A_portion of the existing concrete curb 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. R10 DRIVEWAYS. A.C.: Driveways shall,.be constructed as not to alter existing drainage pattern., Surfacing between the • ri, 'i'"�a '�""'property line and the existing road paying shall be 2-1/2 inchesiof XC, paving placed on (—") of class r� aggregate base. Driveway, construction shall conform to attached drawing. 911 CULVERTS: A inch diameter( )culvert shall be installed with the invert approximately 1-1 /2 r inches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing. .° R12 IGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained. T SOIL STERILIZER:r The area to be surfaced shall be treated with soil sterilizer. Rate of application shall complywith the r;.. manufacturer's specifications. - ` - •� .' COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or rCity of. La Quinta may conduct in:this"area during the period of this permit. Work shall be coordinated with the State or s City of La Quinta forces to preclude delay orinterference Wth`State or City of La Quinta projects. 815` SURVEY MONUMENTS Prior to excavation or beginning of constructjon,'all survey monuments which exist on the r" ",,i Yt;f centerline of ailstreets or'property lines when involved shall be completely tied out so they maybe readily and correctly ` be replaced by a Ijcensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the' ,. - ties to these monuments shall be.furnished to the City Engineer prjorto the removal of any monuments. Thisoffice shall « y " be notified upon completion of. replacement"of all -.survey monuments for proper project clearance. R 16 SURVEY MONUMENTS: Prior to excavation or beginning of construction. all survey monuments shall be tied out by City ,of La Quinta and suitable payment or guarantee of payment shall be made as reimbursement for all work involved. , q17 PAVEMENT CUTTING: Pavement will be mechanically cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circurlistances 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. ER I PAVEMENT CUTTING: Pavement shall be saw cut prior to removal. Prior to final paving operations, any damage to pavement straight edge shall be corrected. 9 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1,000 lineal feet of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays forthe 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. R20 'BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes producing an adequately consolidated backfill. Any material which the City of La Quinta 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 (31 and vibrated using vibrotamper or equivalent equipment. Alternate methods maybe substituted, but in any Lcase a relative compaction of 95 percent shall be attained within the structural section of the roadway. R72BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench fore flooding or a maximum of five-foot (51 lifts 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 shall 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, compaction tests shall be made at i ntervals of not more than 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 priorto 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 OMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line. 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. _ . QR25 TE PORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch � � •c6misting 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 p. reirteni exveeu d fiaa ;5) day iimit. R26 ;PERMANENT PAVEMENT REPAIR: After backfill and compaction operations have been completey 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 15 days after completion of temporary road repair. R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and 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 Quinta 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 issuanceof 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 Quinta 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 asspecified 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 alf 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. beat the shoulder of the crotch to insure even, fast healing in all cuts of two inches (2'1 and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector. ADDITION -#ENCROACHMENT PERMIT NO.08 ---CONDITIONS R33 Survey monuments shall be protected in place or re-established pursuant to City standards and the State of California Land Surveyor's Act. R34 Work shall be coordinated with the City of La Quinta's forces to,preclude delay or interference with•the City of La Quintals projects. R35 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 as follows: October -1st to April 30:. Monday -Friday 7:OOa.m.-5:30p.m. Saturday 8:00a.m.-5:OOp.m.- May 1st to September. 30.: Monday -Friday 6:00a.m.-7:OOp.m. Saturday 8:OOa.m.-5:OOp.m: Work shall be prohibited anytime on Sunday and Federal holiday. R36 Traffic control shall be as per Cal Trans Traffic Manual. Field adjustments in detouring shall be accomplished as directed in order to adjust to"actual field conditions. It .,shall be the contractor's responsibility to adequately barricade and detour this site. A Traffic control plan shall be submitted for -approval by,the City Engineer prior to: ..........commencement. of _any. onsite work.. During non -operational hours all traffic shall be maintained on normal unobstructed traffic lanes. R37 All excavation at or near the travel way shall be backfilled at -the end of the work day, for .the protection of the traveling public. 3 R38 Street closures•shall not be allowed at any time. R39 A minimum of"two paved travel lane shall be maintained at all times with flagmen during working hours. R40 All work to be performed within the existing paved section shall be temporary paved and maintained by the Permittee, permanent pavement shall be.placed no later than 151.days. after completion of the temporary road repair. R41 Ingress and egress for local properties shall be maintained at all times. R42 Prior to work starting, Underground Service•Alert shall.be contacted at 1-800-422-4133 and -an "inquiry number" shall be provided to the'City Public Works Inspector..' R43 Pavement shall be sawcut prior to removal. 'Additional Conditions_ -'Encroachment Permit No. 0863 , Tract -24517 r: Page 2`,, �R44 All backfill .subgrade soi'l'-shall be`compacted,�to nothing'~+ ' - less than 90% relative dry'°density, aTT backfill .soil within t the .'top 2'of .finish:, pavement' surface,•shal`1 'be compacted to' nothing less than.95o relative•dry density, all.base material shall°' be'compacted to nothing[, less than •95 % - [ relative dry density: . R45, Replacement pavement,, sections ,shall be 5'.'' AC._.5over 811' Class --. II' aggregates base on' Fred Waiing -Drive. ,-` •�. r. • • v ' [ ` ., t .r . � a t [ � � j � a f•. _ • . 7 ! r ' tY '"r � , M i +, . ' Edi t. t . .. U .. •' ' ".,}x , . _. � - •- ' ' � `. ,Z a .; � ' ' ,.. I. .;+' ` • rwr� t� .YC ay • ` � •• ,5 e, S'!s r1.A . 1. - IA t. '�' " . :. + 4i t !i 1 .. Z ' air, � ;. ,. . ! _ F .. r �` •!' t1 . \ [', f t*, i ,