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.air �' _� ?r. �....,.�;:,ik� t.i'`:r .a _. �. � ' �tn . • . _ _ • ° .. _\ ., « a .. _ . NOTE: With proper validation this form constitutes an' _* r CITY OF. LA QUINTA + encroachment permit r - APPLICATION FOR PERMIT �g ( n PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) OF J For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains a6d.cither like'public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdlsioprovement Permit — Class I I DATES "7/16/91 Minor Improvement Permit Class IV .LOCATION OF CONSTRUCTION Orchard' Lane & Ave 50, Tr 26524 ` ,(Street address or Description of Location) , For relocation of CVWD plans if appropriate) ppropriate) PURPOSE OF,CONSTRUCTION Sketch (attach construction :: � ,t Mit pressur4 relief valve PES � `pC N 1`D SiK �TLI-f DESCRIPTION OF CONSTRUCTION relocation `,VQT`HDLE I,U T--AST'SQ1j JD LAA1C 40 5EE ATTACHED CDMD1T1D&1S, TRAFF 1L CONTROL PL -Al DIMENSION OF INSTALLATION OR REMOVAL see -plans ATTAC ZZ iiM0i qfO 44b ..M ; i AS07-3i-95i0 60.00 .. SIZE OF. EXCAVATION; IF NEEDED ' APPROXIMATE TIME WHENYWORK'WILL BEGIN 7/16/91' N. APPROXIMATE,TIME OF COMPLETION 7/22/91 - ESTIMATED CONSTRUCTION COST $ • 5000 ` a' +• , (Including removalof all obstruction; materials, and debris, backfilling, com- paction 'and -placing permanent resurfacing and/or replacing improvements) Yr In consideration,of the granting of this permit, the applicant hereby agrees to: L•, 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. Signature of Applicant or Agent The 'Orchard a,'Strother . Construction 41-555 Cook,St: #260 -Palm Desert 568-2718 Name.of Applicant (please print)'- Business Address Telephone No. -, Strother Construction, Butch Procknow, 41-555 Cook, #26or Palm Desert 568-2718 Name of Contractor and Job Foreman Business Address Telephone No. 365870 1849, exp. 12/31/91 Contractor's License No. , City Business License No. Maryland,�Casualty Company, Baltimore, IID HPA'12509346 Applicant's lns`urance Company .. , Policy Number " - FEES: Subdivision. Improvement Permit.— Class III ljo 7�3 � �q � i0 , - c; i ���AL: 1 "Public improvements: 3% of estimated construction costs .'ADo, riowAI► F -E' Private improvements: 3% of estimated construction costsM i5 'Fr�►z �"��T��NA4 �a ~ : 1 N 5 �''R ►� TI 1E, Minor Improvement Permit — Class IV: See attached s_chedd6le , InsP ection Fee $ 80.00 + Wo. 00 a PERMIT .VALIDATION t 10.00 u Permit Fee PERMIT NO. 1150 + Penalty 7-16=91 Cash -Deposit -Surety Bond DATE•APPROVED ° ' .. if.required, • EXPIRATION DATE .8-02-91 ' TOTAL: $ 90.00 DATE JSSUED 7-16-91 -Receipt No. By Received by Date Administrative Authority Recorded by TELEPHONE: (619) 564-2246 ' ��_�:j NOTE: With propeyvalidation this form constitutes an f' CITY OF LA QUINTA encroachment permit 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 MIiN�OR IMPROVEMENTS and APPROVED SUBDIVISIONS ' Subdivision, Improvement Permit — Class III QATE: 7/16/93 inor Improvement Permit Class IV PLO CATION OF CONSTRUCTION Orchard Lane &Ave 50, Tr 26524 (Street address or Description of Location) PURPOSE OF CONSTRUCTION For relocation of CVWD Sketch (attach construction plans if a Il�ier pressure relief valve appropriate) YET? DESCRIPTION OF CONSTRUCTION relocation 'ITAC �b 'SKF—Te-i+ 17DiHDLF_ Ilki 1 AST SOOKtD 1_A1. Ir 4 5EE ATTACHED COAID1T1DMS TRAFF IL CONTROL.. PL.AQ DIMENSION OF INSTALLATION OR REMOVAL see plans ATTAGo 3b b 07-31-9 10 iS i T�TAL 1 60.00 SIZE OF EXCAVATION, IF NEEDED - APPROXIMATE TIME WHEN WORK WILL BEGIN •7/16/91 }APPROXIMATE TIME OF COMPLETION 7/22/91 ESTIMATED CONSTRUCTION COST $ 5000 (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. W Signature of Applicant or Agent The•Orchaids Strother_ Construction X41-555 Cook St. #260 Palm Desert 568-2718 Name of Applicant (please print) Business Address Telephone No. Strother Construction, Butch Procknow, 41-555 Cook, #260 Palm Desert 568-2718 Name of Contractor and Job Foreman Business Address Telephone No. 365870 1849, exp. 12/31/91 ' Contractor's License No. City Business License No. Maryland -Casualty Company, Baltimore, MD BPA 12509346 Applicant's Insurance Company Policy Number 1 FEES: Subdivision Improvement Permit — Class III 31 _q 1 i0405 SA HALT Public improvements: 3% of estimated construction costs A006i,G►IAL% FQE Private improvements: 3% of estimated construction costs 15 R' q -rl$ CIE I J I 1150 i►15pU"r TIM Minor Improvement Permit — Class IV: See attached schedul Inspection Fee $ 80.00 t 110.00 �✓ PERMIT VALIDATION 10.00 - Permit Fee PERMIT NO. 1150 7-16-91 Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Recorded by ar.+x 90.00 + 1100,00 Date DATE APPROVED 8-02-91. EXPIRATION DATE DATE ISSUED 7-16-91 B� Administrative Authority %44 TELEPHONE: (619) 564-2246 10 OF. NOTE: With proper validation '• this form constitutes an ' encroachment permit • ` - 'CITY OF' LA QUINTA , APPLICATION FOR PERMIT' PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) • �V 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: July 15'.1991 ` Minor, Improvement Permit Class IV - LOCATION OF CONSTRUCTION _Orchard Lane &,Avenue- 50, Tract 26524 (Street address or Description of Location) For':relocation °of CVV,ID t 'PURPOSE OF CONSTRUCTIOf� � Sketch (attach construction plans if appropriate) • sewer pressure retie va ve , DESCRIPTION OF CONSTRUCTION re oca ion R t DIMENSION OF INSTALLATION OR REMOVAL caP P� ons - i h SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION 7 -22 -til - ' ESTIMATED CONSTRUCTION COST $ 5.000 (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 th mit and`all applicable rules and regulations of the City of La Quints and to pay for any additional replacement necessary as the r this ork o f rot er, G 1 Partner r / •- v Signature of Applicant or Agent A The Orchards Strother Construction, 41'-555 Cook St., #260, Palm Desert, CA 92260, 568-2718 ` Name of Applicant (please print) Business AddressTelephone No Strother-Construction,.Butch Procknow, 41-555 Cook. #260, Pilm Desert. CA, 92260. 568-2718 Name of Contractor and Job Foreman r Business Address Telephone No. Lic. # 365,8,70 184% exp. 12/31/91, Contractor's License No. - ! City Business License No. ' 'Maryland Casualty Company, Baltimore, MD EPA12509346 Applicant's Insurance Company Policy Number FEES- Subdivision Improvement Permit —Class Illi R Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule - t Inspection'Fee $ PERMIT VALIDATION Permit Fee PERMIT NO. Penalty ' Cash Deposit -Surety Bond ,. DATE APPROVED if required A - EXPIRATION DATE TOTAL: $ M Receipt No. Received by Date Recorded by DATE ISSUED• , By Administrative Authority TELEPHONE: (610)5642246 r NOTE: Y , With proper validation. this form constitutes an i ', CITY OF LA QUINTA ' +' encroachment permit APPLICATION FOR PERMIT ' PUBLIC WORKS, CONSTRUCTION (ENCROACHMENT) • ` ec �' 4_ 0 ` For the construction, of public or 'privatecurbs, driveways, pavements; sidewalks, -parking lots, sewers, water mains = ' • and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS' • t Subdivision Improvement Permit= Class III DATE: 7/16/91 Minor Improvement Permit,Class.IV LOCATION CONSTRUCTION "" Orchard Lane & Ave -50 Tr 26524 OF k poT tip L 1— ory S I D E b F' S D^ AV E ' •a (Street address or Description of Location) For relocation of CVWD ' PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate)'' " sewer pressure relief valve PEs. hlTACI+ED' SiCETGFt - DESCRIPTION OF CONSTRUCTION relocation. 5EE ATTACHED ' POTHOLE IKI L=AST 13DUKID LAME 4Xf5 ,CONDITIMS TRA FF 1 L CONTRDL_ - PLAU Nir DIMENSION OF 'INSTALLATION OR REMOVAL see plans ATTAC22 110 3 07 -3i -9i i0 ` - o i��ASH i TOTAL 150.00 . ' SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 7116/91 - APPROXIMATE TIME OF COMPLETION .-7/22191 ESTIMATED CONSTRUCTION COST $. 5000 (Including removal of all obstruction, materials, and *debris', backfilling, com- * ' - paction 'and placing permanenY7esurfacing and/or replacing improvements) - • r 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 1241 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 appli le rules and regulations of the City of _ - .. La Quinta and'to pay for. any additional replacement necessary as the result of this work. w Signature of Applicant or Agent . - The Orchards ,Strother Construction' -41-555"Cook St. 11260 Palm Desert` 568=2718 ` Name of Applicant (please print) Business Address s Telephone No. Strother -Construction, Butch Procknow,'_41-555.-Cook, 11260 Palm Desert 568-2718. ` Name of Contractor and Job Foreman 0. Business Address Telephone No. _ 365870 1849. exp. 12/31/91 - Contractor's License No. -City Business License. No Maryland ".Casualty.Company, Baltimore, PID- EPA 12509346 •Applicant's Insurance Company , Policy Number - FEES:'- Subdivision Improvement Permit — Class III' 1� , c_. 1 0.00io Public improvements: 3% of estimated construction costs - ADv+TtDNAL r FcE; Ig �a' [T.pA AL • , . _, •App Private improvements: 3% of estimated construction costs • .INS ,�ToN TtM�. ' 1 150 .•� � t... Minor Improvement Permit — Class IV: See attached schedul {' • *. �. ° - -r., - "'- Inspection Fee $ RO-00 + "jtyo• DO PERMIT VALIDATION t { _ 10:00 ^, , , Permit Fee - PER NO. 1150 r ` ' Penalty 7-16-91 p DATE APPROVED ' ' Cash Deposit -Surety Bond if required EXPIRATION DATE 90.00 TOTAL: $ DATE SSU ED — — Receipt No, f ' B Received by • Date Administrative Authority t Recorded by ., TELEPHONE: (619) 564.-22.46' • The following General and Special Provisions are attached to and made a part of Permit No. -.GENERAL PROVISIONS { The following shall always apply: ' " • ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of way L " 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. +t'r• f� 4TRACKLAYINGCONSTRUCTION EQUIPMENT: Clewed tracklaying construction equipment shall not be permitted to operate on any paved surface unless fittedwith smooth -faced street pads. All mechanical outriggers shall befittedwithrubber street shoes toprotect the paving during excavations. Rubber -tired equipmentonly-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 Quinta shall request that these portions of road be resurfaced over,their enire width. Resurfacing shall consist of. one coat of two inches (2") -of A.C. surfacing plus appropriate seal coat as specified above.- r , ,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 sha ll be placed and maintained for the duration ''- of the project. The City shall be notified 24 Hrs. in advance of any traffic detours or delineations. + 1 r 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. s . ! 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. t" DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing wateron 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 isfelt 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 ` The follwing shall apply ONLY when indicated: , s R1 NOTIFICATION: Permittee shall notify the City at 564-2246 at least 48 hours in advance of starting construction. . R2 CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amount of not less than $ shall be furnished in the name of City of La Quinta to cover all work involved in the restoration of the various La Quinta roads 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". ` *' UTILITY 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 cc'ducted'under this permit shall be the sole responsibility of the permittee. ' R4 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. *proposed 1 ]R5,. PAVEMENT: WIDENING: Area between the 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' l having an "R"value of not less than and in conformance with City of La Quinta Road Improvement Standards - and Specifications, Ordinance 9461.•';' •. .n�' . 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').' "GRADES- - - - R7 '& STAKES:'City,of La Quinta shall establish grades and stakes for the proposed concrete curb and gutter construction., 4^• A4,p;1'k} • . R8 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and pFofile and/or grades as established by _ a licensed engineer. ,1 lY 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 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. ` 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. n •. 14 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or t 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 or City of La Quinta projects. R15 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 shall be furnished to the City Engineer prior to the removal of any monuments. This office shall ' r,- be notified upon completion of replacement of all survey monuments for proper project clearance. R16 SUR ONUMENTS: Prior to excavation or beginning of constn all survey monuments shall betied out by City of La Quinta 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 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 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. 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 of 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 (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. R22 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. 23 COMPACTION TESTS: If so required bythe 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 City Engineer for approval andfiled prior to making permanent repairs. Compaction tests shall be made asoutlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. 24 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 asoutlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R25 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. R2 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations have been completed, temporary patch consisting of two inches (2"► of SC -800 shall be placed immediately. A permanent patch "t L inches A.C. surfacing placed on a inch class Vbase shall be placed no later than /---" 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'immediate ly. 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 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 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 sectionswhich 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 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 500feet 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. ADD ITION----�ROACHMENT PERMIT'NO.1150-•-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 . r ` R34•-. Work shall''be _coordinated with the City of .La ,Quintals ' forces to preclude delay or interference with_ •the City of -La. - Quinta's projects ' R35 Contractor shall"comply with the local noise.ordinance.and ' construction operations and maintenance of`eguipment within.,,'� one`,half, mile of human occupancy. shall be performed, only ". during the •time Periods .as .fo.11ows: - ,- '-�. - 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':00a.m:.-7:0Op.•m. - . - Saturday •8:00a.m.-5:00p:•m. " 'Work. shall 'be prohibited,'anytimer,on` Sunday and,'Fe , ra.1. holiday. :. fi R36 Traffic. control shall be as per. Cal Trans -Traffic Manual. Field adjustments--iri,`detouring •shall be. -accomplished as' . directed -in- order: -to, adjust to''actual field conditions., '.,it shall be the contrac'tor's -'responsibility to adequately % - barricade..and detour this',site. -A•,Traffic control, plan. shall .•`' be submitted for approval by `the- City'Engineer. r R37 :All excavation'.,at or 'near the,'travel. way shall. be backfilled '• .. at the `end' of the'work .day, for' the protection of the, - I traveling•public: ps - � .. .• f.: ,_ '. >. .R38 -Street closures shall not.be allowed any time. -at R39• A minimum• of one travel lane shall be- maintained at all - - times with flagmen' during working hours'. , R40 A11 work to be yperformed within the existing paved .section shall be -'temporary -paved., and maintained by, `the 1Permitte'e, '." ` permanent pavement shall be._placed no later'than'1,5 `days after'- completion. of the.,temporary road repair'. s R41:: -Ingr,ess and egress for local 'properties shall be, maintained" • alt -.all times. ,,r ' • `, .. - _ s, - . � ' ` . � :. R42 ,yam .. Prior'to.work starting,*_Underground Service Alert shall -be • contactedtat,,1-800=4.22=4133'and an "inquiry number" shall,be provided -to the"City, Public Works Inspector.,. R43 Pavement shall be.sawcut.prior to,removal. - v' _ - - :;orf' r:m•-' -ff. fti a Additional' Conditions Encroachment Permit_No. 1150► ' t ; - ► �• Page .2 . R44 All backfill subgrade:s.oil.shall be -compacted to.-IInothing'-,...- othing.-Less lessthan 90% relative dry'density,, a11�bAckfi113 soilpwithin.�. the top,•2' of finish pavement. surface shall•:be:: compace!to., nothing less than - 95% 'relative. ,dry density, - `ally' base's r. ' �. material shall. be `compacted to nothing less than 95%4` relative dry densit' y 17.Tw f ' t R45 Replacement pavements sections (shall be ,4 :,1/2 "QAC `over-",6 :- •Class. II aggregate base.. ,,'= R46 -If the ' work ;is to- be .performed by• forces other than the utility company,•:, the contracting company;k.will-be; required to.-apply.for. an.� add ti.onal encroachment., permit and pay the. appropriate` ,fee . ' R47 All landscaping. and irrigation shall be,-`restored. to its ' original condition. 'J �rY ;` ' •X ,'� A ;o'w, t R48 -,Traffic.-.Control shall.be set-.up per,;Ca1trans Traffic Manual-, figure .57-7 Figure 5-7 TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL 01 C36 . C9AC23 - (See rotas 3 Esu 5) Cll I5. we 6)Vc� • (see nope 11) - t Veruae - �— I 500' to LOW .n,n (see We t) - '.N — - Powe tanei or ba6ra6es� � . • is notes 9 anal 10) • - .� . T. . .--. �....-T D �-►500' to I.OW..W (sea Nae t) • • �► -n . Yisee'note t21' raGA M[A.. - -- -n :O -(See note 11) , • '. . cz3 CIA, c36 :.(See rote 3'ttru 5) . SPECIAL MOTE: Field conditions could require deviations from these plans and accompanying notes: - - - • LEGEND NOTES: • Cone Y Raglree 0 sign , .Flapper t. This plan does not apply where there are 3. All advance warning signs shall be 48" x 48" 7. Warning (W) series signs used in work zones 11. An additional advance gagger should be " emergency conditions. Under emergency minimum on highways with approach speeds shall be black on orange. considered upstream on No volume highways, ♦� Direction of travel conditions,. equipment and personnel which of 45 mph or more. When speeds are less 8. All cones shall be infernally illuminated or to warn traffic where queues may develop. are available should be utilized to implement than 45 mph the C23 signs shall be 30" x 30 fitted with reflective white sleeves, for Flaggers-stations for work at night shall be r' Hashing yellow Beacon (Optional) a closure even though such closure does not Iminimum; other advance warning signs shall night closures. illuminated as noted in Section 5.07 of the meet the standards contained in this plan. be 36" x 36" minimum 9. The spacing between Canes along centerline "Manual of Traffic Controls As equipment or personnel become available 4. Alj'advance warning signs for night closures should be approximately 100' throughout the , 12. Place C30 "LANE CLOSED" sign (30" x 30" an immediate effort should then be made to shall be illuminated length of the work zone. Centerline cones minimum) on flag tree at 500'-1000' intervals implement the standards shown on this plan 5. A C18 "ROAD CONSTRUCTION AHEAD" or may be eliminated if a pilot car operation is throughout.extended work zones. They are 2. Where approach speeds are low• signs may C16 "ONE LANE ROAD AHEAD" sign maybe used. optional if the work area is visible from the be placed at 300 feel spacings and even used in lieu of the C23..(See Note 3) 10. When a pilot car is used a special "TRAFFIC Ilagger station closer in urban areas. 6. A C13 "ENO CONSTRUCTION" sign. as CONTROLWAITFOR PILOTCAR"signshould appropriate. may be used in lieu of the C14. be posted at intersecting driveways and roads ' The sign is optional it the end if work zone is TRAFFIC CONTROL SYSTEM. FOR TW0 LANE CONVENTIONAL HIGHWAYS N obvious, or fails within a farger project limits. �e "j Vy CS mEXIST. 18" P.V.C. SEWER FORCE MAIN PER C.V.W.D. DWG. 13048 C14 18- DUCTILE IRON PIPE N. A. P APPROVED BY: DATE SCALE: 1" = 20' TRACT NO. 26524 SEWER AIR -VAC. VAULT RELOCATION O N. A. 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