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1124NOTE: With proper validation this form constitutes an encroachment permit 3 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 II DATE: 612/91 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION WASHINGTON ST AT TRACT 23971 CVWD WELL SITE (Street address or Description of Location) DRAINAGE STRUCTURE p PURPOSE OF Sketch (attach construction plans if appropriate) C DESCRIPTION OF CONSTRUCTION UNDER SIDEWALK DRAIN PER CVWD DRAWING #17967 DIMENSION OF INSTALLATION OR REMOVAL 20 8 20 SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 6/13/91 APPROXIMATE TIME OF COMPLETION 6/21/91 ESTIMATED CONSTRUCTION COST $ 13,100.00 (Including removal of all obstruction, materials, and debris, backfilling, com- 005182.10 2561 06-13-91 14 paction and placing permanent resurfacing and/or replacing improvements) Inconsideration 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 theesLofis work.V Signature of Applicant or Agent ATEVE TAYLOR DEANE LA QUINTA I.P. 15 AUGUSTA DRIVE RANCHO.MIRAGE 321-8004 Name of Applicant (please print) Business Address Telephone No. V & M CONST COMPANY 79-380 SPADING DRIVE BERMUDA DUNES 347-3933 Name of Contractor and Job Foreman Business Address, Telephone No. 588957 1956 Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 131.00 Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ 131.00 Receipt No. Received by : - Date 1124 PERMIT VALIDATION PERMIT NO. DATE APPROVED 6/12/91 EXPIRATION DATE 8/16/91 DATE ISSUED 6/12/91 By - ministrative Authority Recorded by 11 TELEPHONE: (619) 564-2246 ... _ _. ...`_ .. . _ ... _. ` - .. .. ... , .., v ... _ .. .,'. ,. � ! � 1 i � a. .. ,tel II� .. _ .. � . _... _ � . ......... - ..._ ,�_ , � , �f _.�_ ..._. gra - ;=+`,---,_-- --- —�-. - --_ w ... _ .. __. _.,._ _ _. _ `.•..,7 t,Y .. .... � .. - NOTE: With proper validation this form constitutes an encroachment permit CITY 099"t LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) J� For the construction of rpublic 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 6/12/91 Subdivision Improvement Permit — Class II I DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION WASHINGTON ST' AT TRACT 23971 CVWD WELL SITE (Street address or Description of Location) PURPOSE pF r NSTRUCTION DRAINAGE STRUCTURE Sketch (attach construction tans if a ro riate) CM WELL SITE DESCRIPTION OF CONSTRUCTION UNDER SIDEWALK DRAIN DIMENSION OF INSTALLATION OR REMOVAL 20 X 20 SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 6/13/9r' PER CVWD DRAWING #17967 r APPROXIMATE TIME OF COMPLETION 6/21/91 ESTIMATED CONSTRUCTION COST $ ' 00-00 (Including removal of all obstruction, materials, and debris, backfilling, com- �QQ051P h0 2 ?6-13-9� 14 paction and placing permanent resurfacing and/or replacing improvements) 1d� C t ��1 ;1 nn In consideration of the granting of this permit, the applicant hereby agrees to: 4,'= Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and4against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons o�.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 th esu It of this work. Signature of Applicant or Agent ATEVE TAYLOR DEANE LA QUINTA L.P. 15 AUGUSTA DRIVE RANCHO MIRAGE 321-8004 Name of Applicant (please print) Business Address Telephone No. V & M CONST COMPANY 79-380 SPALDING DRIVE BERMUDA DUNES 347-3933 Name of Contractor and Job Foreman Business Address - Telephone No. 588957 1956 Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number ' FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 131.00 Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ 131.00 Receipt No. Received by ¢ Date Recorded by 1124 PERMIT VALIDATION PERMIT NO. DATE APPROVED 6/12/91 EXPIRATION DATE 8/16/91 %7n 6/12/91 DATE ISSUDD By dministrative Authority TELEPHONE: (619) 564-2246 -.^ ,t ,�-��, t. ' - � -. _ it .� 7 t �` ' ,� �,=. .t . f': . 'S": u � r � t r. � i ' +. "t l"7 ,{. U ^C.1 ..i1 .:i�'CJ � di r ,a U.� � _. — -- ' f • 2 - .. Y •�! i.l 4 cq _ _ _ f.,�.r ,.1��J -,- ,a �. � e, rt f3 F."Y ''6 �;� ,>g�rt .P• .. .�. � ..7 .1' i. .- .. .ty i' 'F. t. , .'n . ' JYI ::: Lic.r �! _�. _ - f - GIT2`. '� � -. G�.2� uI_._-- . �' » _ ._._" � - `-- � _n -•-.Ica. J � -- i' - � .� _ _ _ — iY . , r_ . r, , n�-� • _.� r 7 r 7 NOTE: , With proper validation this form constitutes.an encroachment permit CITY -OF rLA ° QUINTA' „ APPLICATIOW FOR PERMIT - PUBLIC- WORKS CONSTRUCTION (ENCROACHMENT)c5., For the construction - of public or private 'curbs, driveways, pavements, sidewalks, parking lots,' sewers, water, mains y and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS a/_ r - Subdivision Improvement Permit — Class Ill DATE: �,Q r� " Minor Improvement Permit Class IV - LOCATION OF CONSTRUCTION t1� 1�►�roTOu� � 4T `rZACT - CV W D WCLL iT"F— (Street address or Description of Location) PURPO`SFE OF CONSTRUCTIO aCZ4%OAGF--� JC Sketch (attach construction plans if. appropriate) DESCRIPTION OF CONSTRUCTION LA WDER �S1DEI.OAL'K Fev- CV wry J)ZAW I.t-J Gi -0-,7 q& 7 7 bZA l N) DIMENSION OF INSTALLATION OR REMOVAL © 7 T. SIZE'OF'EXCAVATION, IF NEEDED 'APPROXIMATE TIME WHEN WORKAILL BEGIN APPROXIMATE TIME'OF COMPLETION ,/ESTIMATED CONSTRUCTION COST $ (Including removal of all obstruction, materials; and -debris, backfilling, com- pactionand. placing permanent resurfacing and/or replacing improvements). In consideration of the granting of this permit, the applicant hereby agrees to- Indemnify, defend an d'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 Iproximate 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 thjesulLof his work. Signature of Applicant or Agent IF -AA) 1Z_\ A Q\ t A L,,� .` l 5 � Ay (,u,%-% D�.. Name of Applicant (please print) . ����_ QA,t1 t?, Business Address . Telephone No. �- 'M COQ\ CO �t.�(�v�/ `�9•- 340 S�L�,� � ��Z �,�em CoA' �� S X17 x'133 Name of Contractor and Job Foreman Business Address IJ . Telephone No. is S7 (,,o Contractor's License No:, City Business License No. Applicant's Insurance Company> Policy Number FEES: Subdivision Improvement Permit —Class III -� Public. improvements: 3% of estimated construction costs n Private improvements: 3% of estimated construction costs Minor Improvement Permit.— Class IV: See attached schedule. Inspection Fee $ PERMIT VALIDATION Permit Fee. PERMIT NO. Penalty Cash. 'Deposit -Surety Bond. DATE APPROVED if required EXPIRATION DATE- TOTAL: $ '"a 0C2 DATE ISSUED Receipt No By Received by ..Date Administrative Authority Recorded by TELEPHONE:.(619) 5642246' +' •s NOTE: �'+ With proper validation" `. this form constitutes an -CIT.YK :QF, .LA. OUINTA ' t' S ` + "� encroachment permit , I , . • } ti APPLICATION' FOR, PERMIT ,.WORKS PUBLICCONSTRUCTION,., (ENCROACHMENT) �yOF TFI89w - 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 �- + 6/12/91' r DATE: Minor Improvement Permit Class IV `. J LOCATION OF CONSTRUCTION WASHINGTON ST AT •TRACT 23971 '.. CVWD WELL SITE ' (Street address or Description of Location) - •- : ' —DRAINAGE STRUCTURE PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate) ' CVWD WELL SITE , ' :a DESCRIPTION OF CONSTRUCTION UNDER SIDEWALK DRAIN ` .+. PER'CVWD DRAWING 1117967 r: ' 'DIMENSION OF INSTALLATION OR'REMOVAL 20'X 20t SIZE OF EXCAVATION, IF NEEDED .APPROXIMATE TIME WHEN WORK WILL BEGIN 6/1 37 91 ` APPROXIMATE TIME OF COMPLETION - 6/21/91 , ESTIMATED CONSTRUCTION COSTS ,13,100.00-- 13,100.00-"(Including (includingremoval of all obstruction, materials, and debris, backfilling, Pop- . p051g� 10 ? bi Oh-t�-9t, t4 + paction and placing permanent resurfacing and/or replacing improvements) f 6 f A.CN 1fI7AI 1 - i.�S . OD t In consideration of the granting of this permit, the applicant hereby agrees to: g t - Indemnify,. defend and save the City, its authorized-agents,"officers, representatives and employees, harmless from and against any and all • ,. - penalties, l iabil ities 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. '� •� -of • Notify the Administrative Authority at least twenty-four (24) hours`'in advance 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 •F La Quints, and_ to pay for'any additional replacement necessary as thENesult of thiSLwork: -- . • -- ---` Signature of Applicant or Agent TEVE TAYLOR DEANE LA QUINTA L.P:' 15`A6GUSTA'DRIV.E4t,.`. ,RANCHO MIRAGE_ - 321-8004 Name of Applicant (please print)_ . _ Business Address Telephone No. r ' V h M CONST COMPANY ._ 79-380 SPALDING DRIVE .;-•' BERMUDA DUNES 347-3933 ' ' Name of Contractor.and Job Foreman - Business Address. Telephone No. i 588957 '� 1956 Contractor's License No. City Business License No. , Applicant's Insurance Company Policy Number, • FEES:. Subdivision Improvement Permit -Class III � Public improvements: 3% of estimated construction costs _ X1. . � •• , : - 1 . 24 Private improvements: 3% of estimated construction costs Minor Improvement Permit - Class IV: See attached schedule , ' Inspection Fee $ 131.00 ; .PERMIT VALIDATION ', • `• Permit Fee • "• f- PERMIT -NO. µ Penalty { 6/12/91 Cash Deposit -Surety. Bond - FDATEAPPROVED if required.EXPIRATION DATE ° 8/16/91' - TOTAL: $ 131:00+ 6/12/91 DATE ISSU Receipt No. < 'By' administrative Received by Date' 4 Authority-. Recorded by TELEPHONE: (619) 564-2246 t ,The following General and Spec•Provisions are attached to and made a part.of Per N•112 k r GENERAL PROVISIONS The following shall always apply: e, ENCROACHMENT 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 shall be the responsibility of the permittee (or his contractors) to _ secure permission from_ abutting property owners. Such authorization must be secured by the permittee prior to starting work. ` TRACKLAYING CONSTRUCTION EQUIPMENT:, Cleated tracklaying construction equipment shall not be permitted to operate on any' _ paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect l - +the paving during"excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing t pavementis scarred,- spa Iled, 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. ` `surfacing plus appropriate seal coat as specified above. _ - PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or La Quinta City Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for theduration - of the project. The City shall be notified 24 Hrs. in advance of any traffic detours or delineations. y • i = f w CARE OF DRAINAGE.STRUCTURES:Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert andF ; =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 4e 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 sprinkle used, as required, to the job site to keep down dust conditions and shall be used y immediately after backfill. « -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. r 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 isfeltbythe permittee that he mustclose a streetfor any length of time, permittee shall contact this office to obtain thenecessary permission. SPECIAL PROVISIONS The follwing shall apply ONLY when indicated: 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 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 the sole responsibility y , of the permittee. ' S 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. 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 - having an "R"value of not less thin -and in conformance with City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ' _ - R6 'PARKWAY GRADING: Area between the property line and top of the proposed concrete curbs hall be graded to a slope of 1/4 inch, to one foot (1'). ; R7 GRADES & STAKES: City of La Quinta shall establish grades and stakes for the proposed concrete curb and gutter construction. R8 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and pFofile and/or grades as established by - a lirensed engineer. R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( feet) sha11 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. R 11 CULVERTS:A_ inch diameter ( ) culvert shall be installed with the invert approximately 1-1 /2 , inches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing. • R12 SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained. R13 'SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall complywith the manufacturer's specifications' a R14 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 or City of La Quinta projects. r 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 be notified upon completion of replacement of all survey monuments for proper project clearance. RD -31 SURVEY MONUME for to excavation or beginning of construction,.all surve ments shall be tied out by City of La Quinta and sui payment or guarantee of payment shall be made as re , rsement for all work involved. R 17 • eeuc e n PAVEMENT CUTTING: Pa�emebe 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. 0_p►1C.RETrL 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 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 excavationshall 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 usefor 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. 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. 22 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the.total depth of the trench before flooding or a maximum of five-foot (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 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. R2 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 asoutliried 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. R26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations have been completed, a temporary patch consistirig of two inches (21 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. R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporary patch cohsisting of two inches (2") f " of cold mix paving (SC-800) shall be placed immediately. A permanent patch of three inches (3") of A.C. surfacing shall be placed on six inches (6") concrete base as directed, but not later than fifteen (15) days after completion of temporary paving: Concrete base shall be of five-sack mix and shall conform to the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. R28 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas where such seal coats existed prior to 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 sections which can be handled safelywithout 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 asspecified inthefollowing 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 any one time. Adequate signs, flagmen, and/or barricades shall be provided to protect the traveling public at all times. , c. If. tree trunks are partially •outside of,the 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 ORNAMENTALTREES 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. - �, s ' ADDITIONAL ---- ENCR CHMENT.PERMIT NO.1124= --- C DITIONS" R33 Survey monuments shall be protected in place or 's K re=established pursuant to City standards and the.State of.-. _- California •Land .Surveyor's Act. R34 :Work shal-1 be coordinated with.the City of La Quinta's forces. to 'preclude -delay or interference .with the City• of La a ` Quinta' s_ .prof ects . R35;_•:Contractor shall -'comply with the local noise ordinance .and"; construction operations arid -•maintenance of equipment within one half --mile of human occupancy shall be performed only the-'time•periods as follows: ­,;.duringOctober lst to�April,30: Monday-Friday,7:00a.m.=5':30p.m. Saturday' 8:OOa.m.=5:OOp.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 - holiday. R36 Traffic .control .shall. �be 'as per Cal Trans- Traffic' Manual. S >Field adjustments in detouring,shall be accomplished as` :directed in order to adjust`to actual field conditions.' It shall be the contractor's responsibility'to adequately ,t barricade and detour this site. A Traffic control plan,shall be submitted for approval by the City .Engineer. R37_ All excavation at or"near the travel way shall be backfilled at the end'oft:the work day,,for the protection of the ti traveling public. 3 R38 Street. -closures shall not be allowed,at•any time. R39 .'A 'minimdm of one travel lane shall be maintained at all times with flagmen•`during working hours. R40 All work'to be,performed within the existing paved section shall'be temporary paved and-maintained:by the Permittee; ' permanent pavement shall be -placed no later than 15 days., after 'completion of, the temporary road ' repair . A •�R41 -,Ingress and egress for local properties shall be'maintained .y r at all times. - - R42: Prior t6 -work, starting, .Underground Service Alert shall be contacted at 1-8067422-4133 !and an "-inquiry number" shall be ` provided to.the,-City Public Works Inspector. • Z • Additional'Condi"tions.-.Encroachment-Permit No. 1124` Page 2 t , .� 'R43 : All---babkfill subgrade soil :shall-,' be compacted, to nothing less' than` 9&% relative dry %density, all backfill -'soil within the top 2'' of finish pavement surface shall be'.compacted to .' :- nothing' less. than' 95% relative dry density, all base' y°• ' , material-'shall 'be compacted to :nothing-, less than'-95% ` 'rdensity". • .. •� ,. relative dry R4A If 'the-workis to be performed by forces other than. that • ' ,; ' ►{ of the utility .company,' the, 'contracting, company will Abe required ,•to .apply for an additional encroachment permit and' pa'y. the `appropriate fee. t . • •a - R45 '. Alcaping 'and's,irrgaton}. shall be replaced to "',its,' ` original',condition.. '"R46 Concrete shall.be mechanically saw-cut to a straghttedge prior to excavation._. '•t •! ` t t - ` t ,n +•� may' , , f • V •S ., a�F • t { • ` if ' V AND M CONSTRUCTION, COMPANY. +General 'odineering Contractor, 79'380'Spalding'Dr. Bermuda Dunes, CA 92201 �•'' r'. - ' A •: PHone:(619) 347-3933. r E k State Lic.-No: 588957 "Pro osai and Con 'No., 9156 i PRO ti DATE: PHONE: ,4/,25/91 axy °NAME: _ PR .. PROJECT: , Deane Homes :. i Drain . s stem 1for weld -,site ADDRESS: ' tR f: r " LOCATION Washington St:"La Quinta , CITY AND STATE:.,OWNER: ,,- DATE OF PLANS: ATTENTION:' a PROJECT PLANS—NO. AND TITLE: • - '% 4 Steve -Taylor',-- Marked up CVWD drawin no.:17967 tom: We hereby propose to furnish the necessary equipment, labor and materials required to perform the above -referenced project.= 1 +" yq,•� .a of • , ' � ' r _ r.` ,• . *i,''. r Install,Dra'in Systemi for well site on Washington St.., Including - 100 " if of '18" C.M.P. F •� 1 ea. grated inlet -structure .(as per plan) ' 1 6a. outlet ' structure (as per plan) c L.S:, $ 13,100,00 - ' '' .. ,.i '.k ti• • ` r X11 ••• ' � - - v +` , T ' ' , . 0 r bid excludes; Engineering, Inspections, Surveying, Permit 'fees; Soil Testing,., . ' Construction Water Costs, Utility Relocation, Adjustments, or•Alterations.`-Import + or,. Export of Earth Materials . 1 z_ ' }• Our bid excludes •Replacement`of•any landscaping (sod trees, plants or ,shrubs) removed for construction of,drain system. r i • -` . ;,." • r • l' ;` r s. i r � , t .. • - .t tom• +.F ' 1 `r � • "' i •. I 1 _ L -549810.c. Lc 5498`0.C. _ -TRAWS FROM 8" TO TOANS FROM g (� S., C F TO 6" C.f,41l, ro 41_ w A14 a/ • 4/4 a/4 4140 N U _ _LLtj Q iQ LL U T�lOF' Zl fn IF) V u_ 1� �•x �T-. � � .C7 � Fri c E1� 7'<DV=' O� � Q e 0 � _ 08 a a a a _ a u N /utJite''Tfl��2G_Y MEG7/.es/L/ S O a LLQ 0 lki - V g \ Q -2Z 74- Qj roQj iFNv PROF-ILE SCALE r HORIZ: I11 = 401 VERT: I"= 41 2z 2/ /I /6 E x / ST• IE3/,CSE w.o. L. K, c c IAZA5V (� \ co \ m ty C7vTTE.E' r% JYC« S/Tr N do �1 /1�7E . SEE C .\/. W. V Q M/ N (V K I 11 �.. X / N��vTSS T �� �i�O�E — \ � \ \ \ 1� � RJ W >38� �38 • � ,11 Nm `\ � E S7" •@��� �� �-c.,.e� �«A,� T s7�x�c _ �, � N � , m \ \� p 0 � � W� In , Im N SEE LA ro /\/COTE • /VbSCA�E �C_ANS ��11? LOCAT/O/�/ OF ' MEAI`/bE�/NCq 'S/,C?m• VVIA14 /< N . W X'qa+ { 1 l I II ISI 9� F I o! II SEE 8T1@�ET %M/�icai7�/EME/`IT�3 1 M�,'7�H L//VE 01 •1� P=r=- Ale Tom. z3�^240 i-! 'n 'oil - 4e 77k:'.iii 75 _ .�: c �\ 8 -NN 8 E X ST. / ` U 1 �'" ? � Co !3 s .4..�caale � Ex/S•T. /�"cnic../Civre 2 2 `� •.824. ''> `QP 871 �l w W —v✓ c. `^' ,O EX 1sT 4S7. yv r; U , ( (� 1� O � E. �? ✓ AT .BC . L� Q 0 W � cu��E ,OAT.A t1 a R t� r'z 7- C O /U 8T"�'2 UC'7- .4 •C . o\/ERL.dY. I'L COPJ5-T• DRIvE APPROACH PER STD.- 207 t!W= 241X =31% 1-7 1-7 l�8•'7^7 ' Q �o"ov' 00 86.ofl 548' 7z5e.00 3 23° S8 'o i" /op.o0 ' x•/83' 2/.23' 8 22°l2�45" 5000' 19.38' �\COOm � N Q 02'1Z'4.5" 50,0c>- /9.38' g.8z' 8 O • 56 o V 4/.83' 14-3, 9 eD�l2' moi. E3' 71,87 ® I /8000a,00" 6•SO' 1 20.42` 4� k _ a u N /utJite''Tfl��2G_Y MEG7/.es/L/ S O a LLQ 0 lki - V g \ Q -2Z 74- Qj roQj iFNv PROF-ILE SCALE r HORIZ: I11 = 401 VERT: I"= 41 2z 2/ /I /6 E x / ST• IE3/,CSE w.o. L. K, c c IAZA5V (� \ co \ m ty C7vTTE.E' r% JYC« S/Tr N do �1 /1�7E . SEE C .\/. W. V Q M/ N (V K I 11 �.. X / N��vTSS T �� �i�O�E — \ � \ \ \ 1� � RJ W >38� �38 • � ,11 Nm `\ � E S7" •@��� �� �-c.,.e� �«A,� T s7�x�c _ �, � N � , m \ \� p 0 � � W� In , Im N SEE LA ro /\/COTE • /VbSCA�E �C_ANS ��11? LOCAT/O/�/ OF ' MEAI`/bE�/NCq 'S/,C?m• VVIA14 /< N . W X'qa+ { 1 l I II ISI 9� F I o! II SEE 8T1@�ET %M/�icai7�/EME/`IT�3 1 M�,'7�H L//VE 01 •1� P=r=- Ale Tom. z3�^240 i-! 'n 'oil - 4e 77k:'.iii 75 _ .�: c �\ 8 -NN 8 E X ST. / ` U 1 �'" ? � Co !3 s .4..�caale � Ex/S•T. /�"cnic../Civre 2 2 `� •.824. ''> `QP 871 �l w W —v✓ c. `^' ,O EX 1sT 4S7. yv r; U , ( (� 1� O � E. �? ✓ AT .BC . L� Q 0 W � 'oo �j. ST72EE i 11 gcuiF�� R i.it>=rata `V 1 CVr2EB '; ^u J � �• �� t as Cc7l/5'T. -,5— A.C. Ol-,!F2 5/ ' A. B � 2 T 5 �Z "A. CONST. "A-8"CUR B GUTTER PER STD. 201. K CONST• 3"A•C.OV1=R4'A.B. - ua[_ T.aBL_E 5O CONST T`fPE''D" CURB ONLY PER STD• 204.(8"C.F.) REMOVE Ex ES TING A .C. CONST. 4" P.C.G. SIDEWALK PER STD. 400(6' WIDE) CONSTRUCT ,o.•C. �u/N�7 � /><'O T.�./'�R i'�L.�2 C.o.C.. u W cu��E ,OAT.A , CC!NST. ACCESS RAMP PES STD. 403 a R L 7- C O /U 8T"�'2 UC'7- .4 •C . o\/ERL.dY. I'L COPJ5-T• DRIvE APPROACH PER STD.- 207 t!W= 241X =31% 1-7 1-7 l�8•'7^7 ' Q �o"ov' 00 86.ofl 548' 7z5e.00 3 23° S8 'o i" /op.o0 ' x•/83' 2/.23' ® 22°l2�45" 5000' 19.38' 882' Q 02'1Z'4.5" 50,0c>- /9.38' g.8z' 8 230 58'0/" 40/3'03„ 00 '00 /00.0,f2' / 52.00 3 0p' 4/.83' 14-3, 9 eD�l2' moi. E3' 71,87 ® I /8000a,00" 6•SO' 1 20.42` 'oo �j. ST72EE i 11 gcuiF�� R i.it>=rata `V 1 CVr2EB '; ^u J � �• �� t as Cc7l/5'T. -,5— A.C. Ol-,!F2 5/ ' A. B � 2 T 5 �Z "A. CONST. "A-8"CUR B GUTTER PER STD. 201. K CONST• 3"A•C.OV1=R4'A.B. - ua[_ T.aBL_E 5O CONST T`fPE''D" CURB ONLY PER STD• 204.(8"C.F.) REMOVE Ex ES TING A .C. CONST. 4" P.C.G. SIDEWALK PER STD. 400(6' WIDE) CONSTRUCT ,o.•C. �u/N�7 � /><'O T.�./'�R i'�L.�2 C.o.C.. u W , CC!NST. ACCESS RAMP PES STD. 403 ou5 TABLE 32 1O TO Be FZEMOVED/ F-ELOCATEE) BY OTI-PERS a C O /U 8T"�'2 UC'7- .4 •C . o\/ERL.dY. I'L COPJ5-T• DRIvE APPROACH PER STD.- 207 t!W= 241X =31% 13C©NS"i- 4' WIDE GUTTER PER DET< -\IL �r ` a Ot s1n lop ER R STf>. I - 14 CQNIST C ROEDS GUTTPEZO BASISBENCHMARK THE BEARINGS SHOWN HEREON ARE TOP OF I" I.P W/COUNTY SURVEYOR BASED ON THE CENTERLINE OF 44T TAG 12"DOWN IN MON. WELL AT AVENUE (FRED WARING DRIVE) AS INT. MILES a WASHINGTON. SHOWN ON MAP RECORDED IN BOOK 148, PAGES 54- 61,BEING S.89 -35110"W ELEV. = 116.58 EXISTING PAVEMENT % �/ 15 CONST MARIA LE TI -4 ICK ESS � Irl ER LA STREET IMPROVEMENT PLANS OFF SITE No 34.t6 TRACT NO. 23971 g'4 ;. VyF �'%'WASHINGTON STREET � Ali � A PORTION OFTHE S 1/2 OF THE N. E. 1/4 OF SECTION 19,T.5S., R.7E., S.B.B BSM.`' NO. DAT REVISION py �o SPE!//SEO ,y DRAWN BY: SHEET CONSTNOTES, /¢2, TO /1ATC/ l T/ES/-/T. CITY OF �A QUINTA ENGINEERING SERVICE CORPORATION CONSULTANTS IN CIVIL ENGINEERING & LAND PLANNING P.E. 5 APPROVED BY � 74-303 H 1 GHWAY 11 I ,SUITE A OF AN PREPARED UNDER THE DIRECT PALM DESERT CALIFORNIA 92260 P.M.4 ' .' ' SUPERVISION OF: , TELEPHONE (619) 568-5997 SHEETS -ZF 9G � / __. r � � `` - .,� �-S `�.�-_-�� �- c. W.O. s�.., ENGINEER R.C.E 33486 DATE FILE NO DATE FRANK- REYNOLDS R.C.E. 32740 EXP. 6/30/90 2223-4 ''