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0705 (2)�,y� �``5, S` r f �,,,, "`•..16F+r.'y.".��� ; k�� `� } �• 1 C���„� �,"`���r.'o-h�tr�!�...' kj"i�6+� �""��ya, ���..-�i•a��^"ryi;4r.w�w:,��e'�. ��f,..,,, y,..�4. NOTE: With proper validation k this form constitutes an encroachment permit 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 II I • DATE: June 15, 1990 Minor Improvement Per Class IV LOCATION OF CONSTRUCTION TR 24230 48th and Washington. (Street address or Description of Location) PURPOSE OF CONSTRUCTION tie 18" line into Water main in Washington 'DESCRIPTION OF CONSTRUCTION same 4 .DIMENSION OF INSTALLATION OR REMOVAL 8'x90'x5' SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 6/19/90 Sketch (attach construction plans if appropriate) per attached plans' } 11 APPROXIMATE TIME OF COMPLETION 6/20/90 ESTIMATED CONSTRUCTION COST $ 16,000 (Includ'tng removal of all obstruction, materials, and debris, backfilling, com. pacTn"and placing permanent resurfacing and/or replacing improvements) c *sideration 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. r 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.. , Signatur of Applicant or Agent A.G. Spanos Construction Inc. 9449 Friaas Rd. San Diego. CA 283=3964 Name of Applicant (please print) Business Address Telephone No. Jones Brothers Construction 85 -989 --Ave. 52 Coachella, CA 92236 347-2291 . Name of.Contractor and Job Foreman Business Address Telephone No. 406921 153 Contractor's License No. City Business License No. ' Aetna 86CO5377806CCA Applicant's Insurance Company Policy Number 005182 0'5t41 06-18-90 14 FEES: Subdivision Improvement Permit - Class I II 10 CASH i TOTAL 1 480,00 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs �T Minor Improvement Permit - Class IV: See attached schedule N2 0705 Inspection Fee Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. g 480.00 $ 4RO.00 Received by Date PERMIT VALIDATION PERMIT NO. 0705 DATrAPPROVED 6/15/90 EXPIRATION DATE 7/15/90 DATE ISSUED•N�� 6/15/9(1 By v Administrative Authority Recorded by II TELEPHONE: (619) 564-2246 ar:.� ' !♦ s:'r"`:.r �1,,. jik.: w..fi;'{S-.t ;.�-'•^'-�''"`t �"1,4+^�-'.._.:n-+u.r-. .,:,s'.`�•.-=-'tf,•-Y..-:. i"il�`.i'.`.a�Y`�`?,.�a�l'`!:l. r'.,.¢wl+^t1rT,•d.�+'?-1,-...':-• sem+.-O.spa•ee14.��wew'..+-ic-�'+-e;.x+f.- -*-'' `iia rw,� Yi.r a.. w r .r•.w. cr. r..r-r. n,. o .w 'ss .au m r.r w. e1- r.�.. r. r it ar•Ia.-ai..:..w .� r .a'v'b r- w...r r .a -w.. W.y.+ .r w'i At NOTE: With proper validation this form constitutes an encroachment permit 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 III DATE: June 15 1990 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION TR 24230 48th and Washincrton !A i . (Street address or Description of Location) E OF CONSTRUCTION er main in Wai tie 18" line into PTION OF CONSTRUCTION same DIMENSION OF INSTALLATION OR'REMOVAL 8.1x90Ix5I SIZE OF EXCAVATION, IF NEEDED. APPROXIMATE TIME WHEN WORK WILL BEGIN 6/19/90 Sketch (attach construction plans if appropriate) per attached plans APPROXIMATE TIME OF COMPLETION 6/20/90 ESTIMATE_ D CONSTRUCTION COST $ 16,000 ('Including removal of all obstruction, materials, and debris, backfilling, com- pact nC.Aand-�placing permanent resurfacing and/or replacing improvements) y tip 4' *rl-,sideration 6f -the granting of this permit, the applicant hereby agrees to: Indemnify, defe,ii,and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities,For loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property "esti � happening or occurringtas a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Admfnistrati 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 A.G. Spanos Construction Inc. 9449 Frians Rd. San Diecro, CA 283-3964 Name of Applicant (please print) Business Address Telephone No. Jones Brothers Construction 85-989 Ave.. 52 Coachella, CA 92236 347-2291 Name of Contractor and Job Foreman Business Address Telephone No. 406921 153 Contractor's License No. City Business License No. Aetna 86CO5377806CCA Applicant's Insurance Company Policy Number 005182 10 5141i.8-�90 14 FEES: Subdivision Improvement Permit -Class 111 10 CASH i TAUP 1 480: G4 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs ' Minor Improvement Permit — Class IV: See attached schedule, Inspection Fee $ 480.00 II Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ 480.00 Receipt No. 1 Received by Recorded by Date :,.) 07 11) 5 -- PERMIT VALIDATION -PERMIT NO. 0705 - DATE APPROVED 6/15/90 , x- EXPIRATION DATE 7/15/90 t DATE ISSUED / 6/15/90 R'`Administrative Authority TELEPHONE: (619) 564-2246 - SPECIAL CONDITIONS"PERMIT'NO'. ' 0705 TRACT' .NO . ' 2 4 2 3 0 ' S • The ;foll'owingconditionsshall be. met' to the satisfaction : ,'of the' City Engineer .' - �. " 1.. Street" closures sha11. not be allowed at .any time. ' 2. Streets shall be, kept", clean. ' :They -shall be' be , completely , Vr ` 'cleaned •. at• the end . of -the `working day and _more ' f sequently if , -,required..,.* .,. 3: Contractor shall com l 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.•a's, follows; October 1st to April 30: M6nday,-.Friday.'7:00a.m.-5:30p:m., ' Saturday 8:'00a.m.-5:00p.m..., ' May 1st to September 30:. Monday-Friday 6:00a.m.-7:00p.m. '" -,'Saturday 8: 00a.m. -5_: 00p'.m. • �`'" • Work shall be prohibited anytime- • on ,- Sunday. and""Federal - ,.holidays' s .4 . , Two lanes of .traffic shall remain open on _Washington ' Street at` , all.times. Temporary pavement,shall'be- placed.following each .-working ,'day.' Traffic control shall be as* per, Cal •Trans .` r Traffic Manual:: Field" djustments in detouring shall be " .. ' accomplished,,as'directed in order 'to-'adjust t6-actual field •{ '. conditions, It•shall be the-contra ctor'.s,responsibility to adequately barricade-and detour this site': Flagmen.shall be ,required'•at all times during•work'on"Washington' Street. A• Y. Traffic control plan shall be'submitted prior•to commencing'; k construction.for the approval by the City, Engineer:`: 5...',The construction ori Washington Street will be accomplished, on the WEST side .of Washington in the A.M. hours`, with.the='EAST.` side being constructed.during-the afternoon hours. No obstructing"",of traffic will bepermitted prior to: 8:00 A.M. All .detours shall be• cleared ors Washington Street, by.:3:00 P.M. each day : of construction.. 5. -All backfill- subgrade .soil shall be compacted .to nothing less,, , .than 95% relative`dry density.all;backfill soil within the -top 2, of ,finish -pavement-. 'surf ace shall' be-compacted to -nothing less, than 95% relative dry; density, all base material-, shall be compacted to-nothing,�less than 95% relative dry. `density. 6. Permanenant•replacement.pavement shall be not 'less than 111'.more; than existing' pavement. over- 8 inches '• of. Class."II..aggregate. . ` base - 7 Permittee " shall notify.the City at .56'42246 at least-" 24 .` hours in advance 'of starting' construction.- m r 8. _All improvements shall,be constructed`as per approved plans.' r The following General and Special Provisions are attached to and made a part.of Permit No. D 70S r - r_• 3 ' ' ; GENERAL PROVISIONS r k. The following shall always apply 't' " d). J� r.• " 'ENCROACHMENT ON PRIVATE PROPERTY: ; This permit authorizes work to be accomplished within City of La Quinta rightof way , * ONLY. Whenever construction extends within private property, it shall be the responsibility of the permittee (or his contractors)to r t secure permission from abutting property owners. Such authorization must be secured'by the permittee prior to starting work. ' TRACKLAYING CONSTRUCTION EQUIPMENT: Cleateatracklay'i ; g construction equipment shall not be permitted to operate on any - t paved surface unlesi 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 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. " �, t• . 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 EngirieerohaQuintaCityPublic. Works Inspectors. Suitable detours and detour signs shallbeplaced and maintained for the duration f of the project. The City shall be notified 24 Hrs. in advance of any traffic detours or delineations. r 21 r p CARE. OF,DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concreie 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. ' f• .,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 ' i'• way. All paved surfaces shall be broomed clean of earth'and other objectionable materials immediately after backfill and compaction. • ft,. - Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed 'r, ' `'•• ; ^prior to paving. Water tanker shall be used, as required, to sprinkle the job site -to keep down dust conditions and shall be used * ` Aimmediately 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 is felt bythe permittee that he must close a street for •; a y. c any length of time, permittee shall contact this office to obtain the necessary permission. . SPECIAL PROVISIONS. , The follwing shall apply ONLY when indicated: L®R�NOTIFICATION: Permittee shall notify the City at 564-2246 at least 48 hours in advance of starting construction. F ` ` 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 coverall work involved in the restoration of the various La Quinta r. a 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 . ^ ®R3.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 conducted under this permit shall be thesole responsibility, of the permittee. i �• 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. i R5 '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 i having an "R" value of not less than' and in conformance with City of La Quinta Road Improvement Standards 4 s t • - _ - _ 1 and Specifications, Ordinance #461. R6 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to slope of 1/4 inch to one foot (1'): r • r R7 GRADES & STAKES: City of La Quinta shall establish grades and stakes for the proposed concrete curb and gutter r * construction. t,•GRADE CHECKING: Cityof La Ouinta shall check grades upon receipt of plan and PFOfile 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 ( 1eet)shall be removed: Curb.and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutterand' concreted' 6eway approach shall be constructed in conformance with City of La Quinta Standard #207. F 1`IW DRIVEWAYS, A.C.: Driveways shall be constructed as not to alter existingdrainage pattern. Surfacing between the t•, 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.. x• t R11, CULVERTS:A inch diameter( '" )culvert shall beinstalled 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: clearance of 600 feet in either direction shall be assured and maintained. 3 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall complywith the . manufacturer's specifications. _ + R14 OORDINATEiWORK: The proposed work shall be subordinated to any operation which the State of California or r . - • . City of La Ouinta 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. . f t ' �` R15 RVEY 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 be readily and correctly ' be replaced by a licensed civi I engineer or surveyor at the expense of the permittee. A complete set of notes showing the r J, t • ties to these monuments shall be furnished to the City Eneineer prior to the removal of anv monuments. This office shall R16 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. 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. 19 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1,000 lineal feet of opentrench 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 8material 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 f 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. 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. R23 COMPACTION TESTS: If so required bythe inspector, compaction tests shall be made at intervalsof 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;or approval andfiled priorto making permanent repairs. Compaction testsshall be made asoutlined 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. ne (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repa7rs. Compaction tests shall be made asoutlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State f California, dated January 1973. R25 T MPORARY 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. R26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations have been completed, a temporary patch consisting of two inches (2") of SC -800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class Tba� shape placed no later than days aftercompletion of temporary road repair. P��,xf1 (/�Q_�y` PJB[ //�/ S 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 17461. 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 as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and/or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R32 TREE TRIMMING: a. Only the necessary trimming shall be accomplished to provide clearance of the facility for one calendar year. All broken or weak sections within the trimming shall be removed. b. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at anyone time. Adequate signs, flagmen, and/or barricades shall be provided to protect the traveling public at all times. C. If tree trunks are partially outside of the City of La Quinta road right of way, permittee shall make his own arrangements with adjoining property owners for consent to the trimming in addition to the authorization provided by this permit. d. All tree trimming on EVERGREEN TREES, PALM TREES, and other ORNAMENTAL TREES shall be accomplished to the satisfaction of the City Public Works Inspector. e. Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees. .A. G.SPANOS CONSTRUCTION, INC. STOCKTON MAIN OFFICE JACK MURPHY STADIUM BANK .OF AMERICA, .N.T. & S.A. I • 9449 FRIARS.ROAD 110 EAST WEBER STREET sTocKrON, ca as2o2 50 ., . SAN DIEGO, CALIFORNIA .92108 (6M 283.3964 11-3511210 ; DATE CHECK NUMBER AMOUNT 5012 .. $$$ PAY •CO CITY OF LA QUINTA SPANOS A. G: NST CTI 1 oN, Nc. ll' •TO THE I' ORDER OF,J/''� l J� I N •", ��-1t{T•I.1C1�� ^t��ILLl.1W��\��'�1 11 A.i �\�\�i��'`7 ,'�{f,,L '.`.YL:•� JLU�dI«�L•:�!LJl �Li�J,1L, �.4'l�•:C/L1ht\.11 'dl.`'�J•L:, :1111 L`Y`i':'�• �••• 11300 50•L 2 u 1:1.2 1000 3 581: 0 15 4 31,1100 5 6 3111 �' 1 y • 41 « 't NOTE: With proper validation this form constitutes an encroachment permit 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 III DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION (Street address or Description of Ocationh, (AATE(L PURPOSE OF CONSTRUCTION — ` iSk chch . Al 41VAr1-1.1 DESCRIPTION OF CONSTRUCTION '+ DIMENSION OF INSTALLATION OR REMOVAL, %a k S SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME' WHEN WORK WILL: BEGIN '�% / t %U et (atta construction plans If appropriate) APPROXIMATE TIME OF COMPLETION?AD Sa ESTIMATED CONSTRUCTION COST $ l Sao- mo (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 applicabWCity Oidinances, 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. ' ZA, A //.�� /• �`+ .. r�1-�y� '� �•r!/e. /y� Signa r of Applicant or Agent �I I- Ciblf - Iiy �1 -� / � .�Lr. �d'd/!wi ®e ./�l ♦ / Name of Applicant (please print) Business Address Telephone, No. -Ae ��5. C',oNsf 4? s- 9� AVE _;a y) 3'Y>- g2w Name of Contractor and Job Foreman Business Address ` Telephone No. Contractor's License No. City Business License No. Applicant's Insurance Company Po ricy Number FEES: Subdivision Improvement Permit — Class II I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs NO Minor Improvement Permit — ClassIV: See attached schedule lr Inspection Fee PERMIT VALIDATION Permit Fee ,,-Penalty !' Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Date Recorded by PERMIT NO. DATE APPROVED EXPIRATION DATE DATE ISSUED By Administrative Authority TELEPHONE: (619) 564-2246 NOTE: With proper validation this form constitutes an encroachment permit r -------------- -------------------------------------- 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.11l DATE: June 15, 1990 Minor Improvement" Permit Class,IV LOCATION OF CONSTRUCTION TR. 24230 48th and Washinc7ton (Street addressor Description of Location) PURPOSE OF CONSTRUCTION tie 1$" line into: Sketch (attach construction plans if appropriate) water main in Washington DESCRIPTION OF CONSTRUCTION same per attached plans DIMENSION -OF INSTALLATION OR REMOVAL 8 x90' x5' SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 6/19/90 y" APPROXIMATE TIME OF COMPLETION 6/20/90 . ESTIMATED CONSTRUCTION COST $ 16,1000 (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 th' .work.. 00/1 Signa of Applicant or Agent A.G. Spanos Construction Inc. 9449 Friars Rd. San Diego, CA 283-3964 Name of Applicant (please print) Business Address- Telephone No. Jones Brothers Construction 85-989 Ave, 52 Coachella, CA 92236 347=2291• Name of Contractor and Job Foreman Business. Address Telephone No. 406921 �'153 Contractor's License No. 'City Business License No. Aetna 86C05377806CCA Applicant's Insurance Company Policy Number 005182 10 5141 06-i8-9014 FEES: Subdivision Improvement Permit - Class I I1 0, CASH i TOTAL 1 480, 00 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs " ppT� Minor - Improvement Permit — Class IV: See attached schedule N2 U 70 J Inspection Fee $ 480..00 PERMIT VALIDATION Permit Fee PERMIT NO. 0705 Penalty Cash Deposit -Surety Bond if required TOTAL: $ 4 R Q_ an „ Receipt No. Received by Date Recorded, by DATE APPROVED 6/15/90 EXPIRATION DATE 7/15/90 DATE IS D By , dministrative Authority TELEPHONE: (619) 564-2246 � ," : , � . , I I .1 � I- . � . _. . I I . I . . 1 7 I . 11 � . ­ I __ I. . � I I - I I - . � -_ I . � � � . ; . . I � 1. , . I .. - I . ,� � I - , . h . I I" , I I � � - , . . I �­ , I . . I . : . . � I : i � i : � , �� � I ll� i � I i �� . � I , .� . . 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I + aw": __V� �%J' ..;_ � DATE , 28 FEB 90,:- ' I �� � 11 I I . � I I � . . � I I . � � � � + . . I - I I! if , I I I - . I I I . I I . � . I . IRRIGATION LINE . - . I CROSSING DETAIL ' I I � � : I I I I . I . I Pf"CT DG + I /111 It ____ (/ 4� . Owe. ft. 11 I I I � . � . . I . I I I I I . . I . / I I I . I I I I f______l I I I I I � I � _ I I . I ., � � . I I .1 . I � � I . ,*, � N. T. . I I . .� :1 � I . . I .. � 1� . S. � . I I . . I I I . . I I . I . . +1 . I . I I - � 'I . - � . . I smo=mwww* -.1 . � CEPM CHlu E"NEEN - . I A.C.El. No. cmikef I . . . � � 1 1 . I �l � I 1. 16661A 1 � . .. I � . I ., I I . I - �7 - 148th.AVENUE I I I . . I � . . . . . 1 I . . I . . . + 1. � . . I �_ . � � � , 11 � . I I . .. . VtrjVESS/q* . I . � * � � - : I . .. e 'P.IOL4 I I .1 I I r 4APk - .."It -v-&--- _�N _ &1: I , � I .. r . .1 I 1 / SCALE: In - 40 . . I 1 � I - . . I .1 I I . I I . � I � I . . t . � i, � I I . � � I �, I � � : . I I . . I . .4 v I �� i, G , 4 I u �� � 1, � 1, . !% -1=1-SER-041EF FRGINEU A - C. E. Mo. CMM79 � F&VISIOW. . � .1 I I I I . I . I I � � 11 I I I . . . . I ,. I I I I I . I . � I I . . I I I . I � I . I . I I . I . � + � I I . . . ; . - . . I . I I 4 I I . . . � . . . 1 � . . i�lq I ts 14� �r_, �q, I . . . 11 , � I I 11 I . . I . . I I - DAIM . 0". - I I I , . I I I I I . I I I I I AN I . . I I . . I . I . I . I . . I I . I � I .� if . I 4� I.&J C..> 0 �; I . . � ..... . I � I I I I 11 I . . . I . � I . . .1 I . I I . � � � . I � . I I � I . � I . I . I . I cc ir - C 39210 z � I . I 11 I 11 I I � . . I � I I I . I I I I I I I . � XISTING UTILITIES BEFORE COMMENCING WORK HE . � i I I I . . . I . I I . I I � . . I . I . I I I . I . I .11 � � I . . I . � I I . � . . I I I I I . I * � EXP 12-31-93 * I . I � i I : � I . I I . � I � � I ;. I I � I .1 I I I - I � I I I . I I . I . . I NY AND ALL DAMAGES WHICH I . � . . ,-- . . . I I - . . . I � I I I I . I i I I I I � � 11 � I . ,� . , . I I � I I 1. 1. i � I I I I IZ I J, -1 11 � � . I I � � i � ­ .� I I I . .1 . � I I I I I � � I : � � � - . I I .. I � � i L) . � I I . . I I I .1 � I . . . L � I � I . � . 11 11 I I I I . . . � � I I I . I � I I I . . . + . . I - � I A- I . I -1110 IV v :-�l , I I I - I R I . . � I d � I I � . I I I I __ . . I � . I . � I I .� I � I � I I � I #-. I I I . I I . I � � I � . '. � 1� . 11 I . I I I �- . I . 1. ­ . I , � I I I I . I � . . I - . \�o . I . � . � � I 1. I � I � . I . I � . � . .1 I � I � . . I .� I I I I . - 11 I . .. .. . I . - I � . . I . � . 1. I . � I . I � � I -l. . - .. I I I - I . I . . � I I . . I � � � I I.. )t CA � PCA I � I __�l ; i � 1� I I . I . .� 1. . I I 1. - I I I . 11 I I � � � . NO. I I I I . . . � DATE BENCH PD-3-lW I I - I ELEV. li6.584- I � I . I � I . � MAINIERO., SMITH ENGINEERING I . I PREPARED UNDER THE DIRECT SUPE - � I I � E. NO. I I I I . . BY I . ; I I -_ � . I 2 I I � I N .11 I I I . I . - . 1� . . I � ­ .� I � I I I I � I � , I I I 11 . . 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BEND 0N i-3 D.8URIAL TELE CABLE18 CML CMC IN56.66-4 TELE NATER DWG#11086 'CONDUITS GAS EST 18 DUCTILEIRON WATER MAIN _53 5IN INV.54.9 8 PVC 21 ABANDONED IRR. , GI ATI ON LINEFORCE MAIN _ co TANK DWG. # 14001 V53.7REM0V -WHERE NECESSARY INV 5 3INV 52.9 INV 52.3CVWD WELL ti o N i8 X22.50 NO. 5711 TRACT N0. 0 0 _ N D.I. BEND o o +2 230INV.51.00 1 0 29 3 oi EXISTING'12 STUB -OUT UTILITY C OSS NG DETAIL AT WASHINGTON & AVE.•48 CONTRACTOR TO CONNECT TO 12 MAIN UNDER DIRECT DISTRICT INSPECTION N.T.S. AFTER THE NEW MAIN HAS BEEN PRESSURE 1 12 IRRIGATIONATION LINE TESTED CHLORINATED AND PROGRESSED FOR SERVICE. Rw ADAMS STREET T.P.54.6.PROPOSEDPAVEMENT CL C L m J INSTALL 18L.F..OF 18 D.I. MAIN-----,.,,9J.00r43. 0AND8 BLOW- . _ , - ; .,,•, , : . OFF ASSEMBLY - - --`Zt U 1II II �l �IIIi � - ' ._ 4 M IN COVE W STA. 0 43'ADAMS ST. NORTH STA. 0+00 :SHEET 2 ADAMS ST . tI 1 " • TOPP 5o. e STA. 0+95.00 SOUTH INSTALL MATCH POINT SEE SHEET 2 1 18"X12iD .I. TEE T C WD DWG N0. 16652 18 DUCTILE IROWATER 'MAI N2 18 BUTTERFLY VALVES 1 12GATE VALVE --SEE'UTILITY CROSSING TOP48.3 iMIN.DETAIL AT LEFT. CLEARANCE .. , vr �F .Q 0 C i vt N L O F �_lOs o� F � � , U , - NEr:ue.E.a11�vEe.1 W _ L• N1, A� .0 . V W .0C . , DRAWING W I N G, - APPROVAL TRACT P.. .P R_O,. V,_- �.Ar LTRACT N0. 24545 2 ACPIRRIGATION DATE E NATER MAIN B B 9 1ur10T E PYRAMIDS noc7 Dal our.. M.IRRIGATION LINE CROSSING DETAIL aCHIF WEER it. 16661A N, 48thAVENUE RFESSI IEF EF6IHEFA N.C.E. No. 7e0Nq SCALE:i _40 U NOTE THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN INAN � C39210 APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE Exp 12-31-93 AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES0FCA BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY APPROVED BY SHEETNO REVISIONS APPROVED DATE PD_3 1W ELEV.116.584 , SKA ENGINEERING CITY OF LA QUI NTA,.-__SAL-IFORNIA_ MARK R.G. LOCATION A J O I N T VENTURE 39210 11A CIAKIQ.DEVELOPMENT AND ENVIRONMENTAL ENGINEERING + SURVEYING SIGNATURE DRAWN BY LAKE LA GUINTA _WATER IMPROVEMENTPIANS OF I.P. WITH CO. TAG IN MON F.C.' CITY ENGINEER AVENUE 48 WELL—SITE TE EXTENSIONSWELL AT THE INTERSECTION OF DA E BANK OF M SP ENT FHECK BY R.C.E. N0. 0ATE -STA. O♦OO TO %♦2G. OO b$TA: 0♦43.00 N TO 0♦95,OO SMILES AVE. AND WASHINGTON ST. 777 E.TAH�UITZ NAY STE. 301. ,, 32740PALM SPRTNGS, CA 92262-7066 (6i9) 320-9 811 TRACT NO. 24230 S.E. 1/4, SEC. 30, TSS, R7E• 5BSHEET ,Ski N , WATER PLAN. PLOT 48TH A EN EW ELL_ SITE 1340(0, 721 PF. 766 2713 01_ Jun_ 90.10.20 AM 766-l' 16,661 A _