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2722NOTE': With proper val'idation.' this form constitutes an encroachment permit 9 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 Subdivision Improvement Permit - Class I I I ' DATE:- 3-13-98 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Bella Vista Tract 28457 NIS of lied Waring Dr. 120' w/o Venice 78.614 1/2 Fred Waring (Street address or Description of Location) PURPOSE OF CONSTRUCTION Install power supply{ f Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION. Meter Pedestal with See attached conditions power supply See: attached sketch ,. DIMENSION OF INSTALLATION OR REMOVAL48"h 32"w 261r1 SIZE OF EXCAVATION, IF NEEDED . APPROXIMATE TIME WHEN WORK WI LL BEGIN 3-15-98 APPROXIMATE TIME OF COMPLETION 3-20-98 ESTIMATED CONSTRUCTION COST $ 1846.20 (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 resultofthis work. Signature of Applicant(or Agent , Media One Cablo- F.O. Box 368 Palm Desert, CA 540-1312 Name of Applicant (please print) tBusiness Address Telephone No. Cochran Comtnunicatfon'Const. 36630 Cathedral Cyn Dr. Cathedral City' 325-6776 Name'of Contractor and Job Foreman Business Address Telephone No. 478543 €365 Contractor's License No. City Business Licensee No. PAID CNA C1 14777560 Applicant's.lnsurance Company Policy Number u n D � 8' 1Q98 FEES: Subdivision Improvement Permit — Class I I I ���'*`�� Public improvements: 3% of estimated construction costs' ^I O� Iv Private improvements: 3% of estimated construction costs V Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 100 IL PERMIT VALIDATION Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL $ 100.00 Receipt -No. Received by Date Recorded by PERMIT NO. 2722 DATE APPROVED 3-13-98' EXPIRATION DATE 12-31`98 DATE ISSUED 3171)g98 r By / cr l Administrative Authority Telephone: (619) 777-7075 SPECIAL CONDITIONS --PERMIT NO. 2722 --- Cochran Communications Const.--- In onst.--In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section f4.16.320 of the La Quinta Municipal Code (Ordinance • 10 § 1 (part), 1982), all .work shall, be performed in accordance- with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Cochran Communications, hereinafter referred to.as "Permittee", shall be responsible.for providing continuous dust and erosion control. . 3. Streets shall be kept clean. They shall be completely cleaned at the end -of each working day and more frequently if required. '4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one=half mile of human occupancy shall be performed.only during,. . the following time periods: . October 1st to Apri130: Monday -Friday 7:00 a.m. to 5.:30 p.m. Saturday 8:00 a.m. to 5:00 p.m: May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p,m, Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. 5. Work performed within 500 feet of a signalized intersection is restricted between'the hours of 9 a.m.• Traffic control shall beset up after 9. a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way 6: Pursuant to Section 14.16.110 of the La-Quinta Municipal - Code (Ordinance 10 § 1 (part), 1982),. Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to,other City streets or facilitiesas a result of work performed under this permit. 7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed azld maintained: in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City for review and ,approval one (1) week, prior to starting, any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all, construction sites. Special Conditions - Permit No. 2722 Page I of 4 'SPECIAL CONDITIONS--PERMIT &0.2722 a i z • - r" _ =- ; Cochran Communications Const. yy '" .8. Pursuant to Section .14.16.290 of the La Quinta Municipal Code (Ordinance 10'§ 1'(jait 1982), - • street closures shall not be permitted. A minimum of one travel lane of paved surface`,shall be maintained with flagmen at' all times. 9. "Prior to excavating, if required,'the Permittee shall contact Underground Service'Alert at 1-800-422-L '4133. It shall be`the Permittee's responsibility to notify.the Public Works Department of anticipated . -excavation which impact City facilities, including,but not limited to traffic signal conduits and loops, * irrigation lines, electrical conduits, and storm drain facilities. r r 10 ' Should additional work, inateriils,,or modifications' of the work be required in order to meet City _ . standards, safety`requirement"s signage requirements, or to fit actual field conditions; the work shall •. be performed•by the Permittee as directed'by and to the satisfaction,of the City Engineer at no'cost , =" to the`+City of La. Quints. , J � . '11. ;; Pursuant to • Section' 14.16.370: of•the La' QuintaMunicipal Code (Ordinance 10'.§ 1 (part); 1982), .. . r backfill compaction within streetrights=of--way; shall conform -with Section 306-1.3.o f.the latest edition of the Standard Specifications For.Public Works Construction (SSPWC), except as otherwise' •.,.. specified herein. Native mate`rial'may be used as backfill material provided that minimum compaction; achieved in the inanrier prescribed,herein,-is achieved: Backfill,shall be performed by mechanical means; no, . • _ h, water densified,compaction via jetting or flooding or other means shall.be•allowed:.It shall be the t Permittee's responsibility :"to provide appropriate geotechnical supervision, testing, and inspection,, r onsite, at all times during 'backfill operations. Backfill compaction shall be achieved, by the following conditions: -� - •A:'' When a fir- in'foundation is not encountered due.to soft, spongy or other unsuitable material, • such•material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector,and,the resulting' excavation backfilled with-pipe bedding material.- B. aterial.B. Backfill materials shall be brought to or maintained at an appropriate moisture content for­- compaction. or-compaction. The appropriate moisture content-range shall be established at_the.onset of the project and ensured prior to use of the materials through progress testing on the.stockpiles. C. The first length of•trer cli backfilled shall.be backfilled in the presence of the City Inspector.' .., /' • . . , . Compaction shall be tested'at random depths at approximate three-foot vertical intervals as ; ,r r. backfill. is placed to ensure the effectiveness of the compaction methods and to establish the`' r depth of lift -that can be compacted: If lifts greater'than one foot are attempted in this trial length of trench, ,compaction tests shall be taken within the lifts to ensure that the full depth of the,lifft is compacted. Upon satisfactory '.completion of,this portion of trench,`the. City Inspector'shall 'establish the maximum lift " thickness to be compacted for the remainder of the.project.` . •'{. ti. ri„ ,'y •1 • ' ` ,�. ' 1-. art' ! .. . • • M ' -' �• . ,i." A•: y-', , ' Special Conditions - Permit No' 2722 ' • f + .` Page 2 of 4 3 , •. •� .,� ' • t. ' r . 'iii! . r • !- i • •j =� . ,r '1 t..,C � ,,r � s.• M1 �, � F we �. ^'� , � t _ ; , rt � r .t .kM •{�. • ,FS i �_ :�4, ,, y� SPECIAL-CONDITIONS--PEFMIT.NO.' 2722 s• F ' J --- -Cochran Communications Const. f T ; '1n subsequent lerigths of trench,'th`6 frequency of compaction tests shall equal'one per each lift ' 'of backfill,: per 300 linear feet `of open'trench, at randomly.,selected locations within the open, length oftrench: s =: _ — a � , r" ' c�•.•f+�'x a A ., w� R'F , y q `•'.• . •• `'' �, ,tw_,• - r T� �,, kG. The dept" of;the randomly selected compaction tests shall also be randomly selected except t that where. multiple ests are required in a given length'oftrench, the tests shall=be no closeris r ,than'three feet (vertically) from each other. H. "If any compaction test fails, previously placed backfill (in the same length of open trench or, " ;previous lengths of trench) which is represented by,�the failing test (as determined by the`City, ;. '- T F • 'Inspector); shall be tested'for compliance with'compaction requirements. s�. ; ': ; r •• , f + K` • b .' � - . • ' t 'tom—:+ F .y. ' F , s '.. �' ....�^ e I. ' 'All costs incurred due to the conditions above shall'be borne `by. the Permittee.= Copies of all f` `test 'results shall be furriished to .the City Inspector.. 12 ,'All excavations within City'of La Quinta right -of -Way. shall be backfilled; and temporarily paved if . •'within the existing travel way, at the end of every Workday as directed,by andto'the satisfaction 6f,"!µ. . N.�. the City Engineer for the protection -of the public I Lengths !of open trench shall not greatly exceed i Y �- ' that which'can not be backfilled in the wine day: Excavated trenches shall. not;be allowed open overnight,' however; Permittee, may' leave: a length of excavated trench, not to exceed twenty. (20) feet M in length, open,overnight at a point where construction will begin the next day,`provided that this .. • � ,. .. , length' of trench is'completely covered by^ste 'I plating. r ' 413. - All landscaping, irrigation, decorative rock, decorative concrete;. lighting, etc.; shall be replaced'to , , , its original condition. '� ,- , y.x. ,t • 3 ,' . • - _ � Ft; s � � � .�.,1 •%.. r wry• �F'•�, `'.> � r . , 14. x. Access and egress to all local' properties shall be maintained at all times. r • 115'+';%Pursuant to Section 14.16:375 of the L>a Quinta MunicipalCode (Ordinance 10.§x1,(part), 1982); , ,`" ,,� • '{ ,� _ permanent pavement replacement shall' be completed,;no later' than'Lseven (7) days: after the completion of the work. FPermanent pavement replacement .shall . conform to the following ; .> conditions:"' .r 'A: Y` Existing_asphalt concrete pavement shall be saNicut one (1')'foot beyond trench edges. Edges shall be straight and clean. ' ;.> , r; , .v B. Permarrent`pavement replacemerit,structural'se'ction within'all trenches, shall be. thicker x , + • :` ;� than existing of asphalt concrete,over the `same existingGthickriess of.crushed aggregate base ' '•' or crushed miscellaneous base;`meeting the requirements of Sections'200-2.2 and 200-2.4 of . y f. `the Stindaia Specifications for Public Works Construction. The replacedpavemenfand base 4 material shall be•corripacted.to 95% relative'co' action and respectively tested, for each,300 " ,. linear feet of.trench. :Verify'exact structural replacement section thicknesses with thitity , `prior to'installation.{ • >« No. 2722 ; Page 3 o Special Conditions Permit z* - 'F ' + F4� �, f4 * ' SPECIAL CONDITIONS=PERMIT.NO. 2722 r„ - --- Cochran Comm'. ications'Const. t 'C. ° Permanent pavement replacementshall be installed using a City approved 3/4" max medium ". asphalt concrete as the'base course lift and a Cityapproved,''h" max medium finish course lifts for. capping.'.Asphalt concrete. mix design shall be approved: by the City prior to its placement. D. For transverse trenches across improvedstreets, the existing pavement surface, three;(3) feet; t. `. on either side of the excavated trench, shall be cold-milled to,a depth of 0.10', with a "butt". a joint created along each edge of the cold-milled area, and a new 6' 10' lift of t/2" max medium • . ; asphalt concrete pavement overlay applied throughout the cold-milled area.' _ ",E. For longitudinal trenches within'improved streets,�the`existing pavement surface,.through the .. lane, width (within lane line striping), `shall be cold-milled to a depth`of 0.10', with a "butt" t ` j oint created along each edge_of the cold-milled area, and a new 0.10' liff of%2 �' max, medium • • - asphalt concrete pavement overlay, applied throughout the cold-milled area`. � =- t y P If grinding and capping ` operations are ..not performed in•'the same day'. as base paving. - • 4. "operations;.the base course lift of 3/4"�rnax.medium asphalt concrete shall be installed'from saw=cut edge to saw-cut• edge`flush wi&the existing street surface: " The,base course lift oftk ' paving shall not'be left *0.10' low in anticipation of grinding and capping. = M F. Any ,existing ,lane striping .affected by this resurfacingahall. be replaced : in kind by the Permittee;"as directed by and to the satisfaction of the City. Engineer: 'Affected'traffic signal ' '`�• loops shall be removed and replaced 'in kind. "The f rushed pavement sur_ face shall be smooth, consistent, and shall conform to the surrounding grades. _ -16. Permittee shall notify the City of La Quinta Public Works Department a minimum of 48 hour_ s prior ' to commencement of.any construction at (760) 777-7075.7 ;., 17 ; Permittee shall stabilize any soil that :was disturbed (shoulder areas, 'etc.) as a result of work t performed under this permit with, an approved dust control treatment. , s • ' . M18 'Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance •10 § 1 (part), 1982) the City '= : has desigriated certain city,streets'as Truck Routes. The weight limit for restricted streets (i.e., streets 1. 4, not part of the Truck Route network),is three (3) tons; trucks exceeding the'weighirlirm may use a' 1. t, restricted street. if making a delivery or pickup on tlie-'subject street; or if this permit specifically,• grants perinission to use the"street'to deliver street construction materials and/or. equipment.,, =19, 'The City of La Quin6reserves'the right to revoke, suspend or void`this permit at anytime. speci=al Conditions - Permit Nc 2722 , rt j Page 4 of 4 - * NOTE: With oroatl vvidavafl - N4 form mnnrMn an CITY OF LA QUINTA a. arevoaonmrm.oarw+R APPLICATION FOR PERMIT -PUBLIC WORKS CONSTRUCTION (SNCROAMiMENT) ` For the constnieaon • of public or amm com drimewmv oalfunerfa. side*'" part» 100. Wore• weov Rom and other me "IC worts inmomewom in.mneweaon weal MINOR IMPROVEMENTS &rid APPROVED StJ801VISICNII ..•. Z :ate - , SubdMsian In+pra meet Pe u —Cdr III Qm Impravemm boon Car m LOCATION OF CONSTRUCTION o S /,O c W,, ,&,1&gc ,0R . /2 ©• We QF Y/-11%1S_k 6N4ig/N � ' ISWM aawea or 00mve"m at lomm" I n s t o 11 power s' u p p 1 y. _tntau ponmue�c. on plif aoaevnmMor ' PUAPPOSE OFe wONSCtRI.MON rESCAIPTtoN - • ' ' . o of ccppNSTAu�ppN e�ze e ' �e s a' . - SEE ATTACHED W4, - c_-ab-iee �. [)ower- uopy ' rQ(;A�Nstol p t� . p p Q SKETCH ~' QFlINSxTA u P' aW S �j / � G4yc o � L 1R0 a Xw t h i r- k L /9'�7 SIZE OF EXCAVATION, IF NEEDED T e n C 1 k 1 nna, J 8 APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION ` ESTIMATED CONSTRUCTION COSTS ,f ,8- 6 ao` "~ • linealdinq rermarer of ad obasaampn, m awmis, and de0m. bedsf llim Dons vseaa++ and ciao" penmairwa n sts" md/or rec"" inlprotrn ind - ;, ??"t4 3:';•'p ".. In mnsweneon of-!" of this punts . llie e00baR! Renbt. WOOS tC' `. + t 1Feaarma.em, Oaar4 sae ora h Chv, AS Newsaee awia emsa. norareaMM as aft evwk nam frena err coder aw w a0 • or.aewaa, l•urif.r OF ear re"aoe fma are or Gnu" mcom and am" aw of mar maids, lac or dreeje r oneaea,ar meow" ` PIns .m4 or arm as a ommme Fera at am ane wroreatar Pear ar aerrra Terre oosome r 1W4000000oem. , NwuV ale Aaw r.90U a AF.feargv at ora asomata 1243 fy a after" err/ aM awe awe wars go be O� f Caa.mm .ww r moeuore Oft OFdkwm=L dee mom and. arewaare ad ao onma Fee r presale ton was FNreOnw of ere Cllr► of fJ amum W to ow for crew 8"Clan0 neaseewr ftmm� Y ere fart of an "me. - � ' AppYiaflt err - Sic mme of Ate' X Continental Cablevision P. 0. Box 368 Palm Desert 340-1312 ' Nano or A/tamnt Ipfsaa p need . Blmwwa Adder TeIe011011e Ne. XCochran Communication Const. '36630 Cathedral Cyn Dr 3'28.-6778 '. Nano ma otCoraor sod 1o0 FfleelRY1 &"ram Addmu Tale00orn Ne. .. X-• 478543 865 - Congaaoes tarda Ne. CIY egm ems Liarnme N& ' ..< �C. CNA .k C1 14777560 _ `# x • , Ap0lFeant's Inaanfee Gofmoalry • Gtu. L.II1e1fi..lTY ►efkw NfamOer - . f FEES: Suoemsran rn+or'eearnem Pei tit —Clea ill M Public in+ororenwn>x Ss 0f e:omsad eonmimm aos0 „ Pham impromeRonm n of esdnr0d mrarn+eoon Dors v G � MMor 1Finaremeeneeft Pee+wet —CLP IV: See aetaeRed aloduN - ' imoeaaon Fee • S PERMIT VALIDATION Permn Fere PERYIT NtZa. Caa�Arao�es+r•Surnv Sam- Cub 0 OATE APPROVED - ' i I.�YYr ni EXFIRA710N OATS - - TOTAL: S /!�O OATS ISSUED " gaenot Nd. • � . , � .Reamed ov Daes.�� AdminiaQ+tns Am *NNW Rearaed ov TmJ?H"& (ate 466mm• . .. r 7 7 B EL LA V./E TA OME-Y .S 662. K IN~,WA L L ; jTt • " L- X /S T l nl G /R7i'%G/17 %ONS[] '�' - - - - - -- . - - - - . - - -. -_! - (78"61IJ0.W,E/i SUPPLY Y. r fz E YY /4 /-3/ /Y G ,t� O h' Attn: ,� x M ediayne: Needs Approval for s , : Tile it Brogdband. This i, the way. _ C . i Proposed Power'Meter Phone (760) 340-1312 The following General and Special. Provisions are attached to and made a. part of Permit No. GENERAL PROVISIONS , The following shall always apply: ENROACHM[ENT ON. PRIVATE PROPERTY: This permit authorizes work to be accomplished within. City of La Quinta right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for 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, City of La Quints 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 cost 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 of the project. The City shall be notified.24 hours_in advance of any traffic detours or delineations. , 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, 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 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 -watering operations are required and pumps are forcing water on City of La Quinta 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 felt by the per�ittee 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 -when indicated: NOTIFICATION: Permittee shall notify the.City'at (619)777-7075 at least 48 hours in advance,ofa g construction: UTIL117Y CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right of way 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. R3 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. R4 PAVEMENT 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 having,an "R" value of not less than and in conformance with City, of La Quinta Road Improvement Standards, and Specifications, Ordinance #461. R5 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'). 16 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. R7 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. RS 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. R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall .be assured and maintained at all,times. RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer.. 'Rate of application shall commply with the manufacturer's specifications. l 1 COORDINATE 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 City of La Quinta forces to preclude delay or interference with State of City of La Quinta projects. 12 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 by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be fuivished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper project clearance. R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. 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 traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear 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 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. R15 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 Quinta deems unsuitable (spongy or 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. R16 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 with the structural section of the roadway. R17 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 tl�e water supply shall be continuous. R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 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. 19 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 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. R20 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 3000 linear 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. R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction 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 days after completion of temporary road repair. Ligz) 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. STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon completion of permanent repairs. R24 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 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 following paragraph. Where is 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.