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1146r ` r 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 0 Subdivision Improvement Permit — Class I I I DATE- JULY 10, 1991 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 48TH AVE & ADAMS/48TH AVE & WASHINGTON • (Street address or Description of Location) PURPOSE OF CONSTRUCTION PROVIDE PIPELINES FOR Sketch (attach construction plans if appropriate) SEWER MAIN DESCRJJ�PTION OF CONSTRUCTION CUT &REMOVE ASPHALT, PER DRAWINGS #17456-17458 ON FILE LAY .PIPELINES, REPLACE WITH ASPHALT (DEEP STRENGTH) SEE ATTACHED TRAFFIC CONTROL PLAN `2-4 WIDE $ APPROX SEE ATTACHED CONDITIONS DLlMFNSION OF INSTALLATION OR REMOVAL r 20 - IN ADAMS RD 2-4 WIDE X APPROX 60' IN ASHI GTON ` SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN JULY 15, 1991 `APPROXIMATE TIME OF COMPLETION 'AUGUST 2, 1991 ESTIMATED CONSTRUCTION COST $ 00.00 (Including removal of all obstruction,- materials, and debris, backfilling, com- paction arid, 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. Signature of Applicant or Agent JAMES H. JENSEN 1420 SO BEVERLY DR PALM SPRINGS 619-322-2728 Name of Applicant (please print) Business Address Telephone No. JAMES H. JENSEN/J.P. NELSON SAME Name of Contractor and Job Foreman Business Address Telephone No. 596986 1976 Contractor's License No. City Business License No. NAUTILUS INS. CO. L-111500 Applicant's Insurance Company Policy Number s , FEES: Subdivision Improvement Permit —'Class,)II\ Public improvements: 3% of estimated construction costs 8 . 10 3i S 07—ii-9i 10 Private improvements: 3% of estimated construction costs it�tN 1 TOTAL 1 50.00 Minor Improvement Permit — Class IV: See attached schedule Inspection Fee 7.Rermit Fee '--Penalty Cash Deposit -Surety Bond if required TOTAL 50.00 $ 50.00 Receipt No. Received by Date PERMIT VALIDATION PERMIT NO. DATE APPROVED 7/10/91 EXPIRATION DATE 8/16/91 DATE ISSUED 7/10/91 By Recorded by II TELEPHONE: (619) 564-2246 Administrative Authority 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 0 Subdivision Improvement Permit — Class I I I DATE- JULY 10, 1991 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 48TH AVE & ADAMS/48TH AVE & WASHINGTON • (Street address or Description of Location) PURPOSE OF CONSTRUCTION PROVIDE PIPELINES FOR Sketch (attach construction plans if appropriate) SEWER MAIN DESCRJJ�PTION OF CONSTRUCTION CUT &REMOVE ASPHALT, PER DRAWINGS #17456-17458 ON FILE LAY .PIPELINES, REPLACE WITH ASPHALT (DEEP STRENGTH) SEE ATTACHED TRAFFIC CONTROL PLAN `2-4 WIDE $ APPROX SEE ATTACHED CONDITIONS DLlMFNSION OF INSTALLATION OR REMOVAL r 20 - IN ADAMS RD 2-4 WIDE X APPROX 60' IN ASHI GTON ` SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN JULY 15, 1991 `APPROXIMATE TIME OF COMPLETION 'AUGUST 2, 1991 ESTIMATED CONSTRUCTION COST $ 00.00 (Including removal of all obstruction,- materials, and debris, backfilling, com- paction arid, 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. Signature of Applicant or Agent JAMES H. JENSEN 1420 SO BEVERLY DR PALM SPRINGS 619-322-2728 Name of Applicant (please print) Business Address Telephone No. JAMES H. JENSEN/J.P. NELSON SAME Name of Contractor and Job Foreman Business Address Telephone No. 596986 1976 Contractor's License No. City Business License No. NAUTILUS INS. CO. L-111500 Applicant's Insurance Company Policy Number s , FEES: Subdivision Improvement Permit —'Class,)II\ Public improvements: 3% of estimated construction costs 8 . 10 3i S 07—ii-9i 10 Private improvements: 3% of estimated construction costs it�tN 1 TOTAL 1 50.00 Minor Improvement Permit — Class IV: See attached schedule Inspection Fee 7.Rermit Fee '--Penalty Cash Deposit -Surety Bond if required TOTAL 50.00 $ 50.00 Receipt No. Received by Date PERMIT VALIDATION PERMIT NO. DATE APPROVED 7/10/91 EXPIRATION DATE 8/16/91 DATE ISSUED 7/10/91 By Recorded by II TELEPHONE: (619) 564-2246 Administrative Authority 7 i NOTE: With proper validation this fo 11 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. JULY 10, 1991 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 48TH AVE & ADAMS/48TH AVE & WASHINGTON (Street address or Description of Location) el PURPOSE pf CONSTRUCTION PROVIDE PIPELINES FOR Sketch (attach construction plans if appropriate) SEWER MAIN DEESSCCR�PTIO•pF CONSTRUCTION CUT & REMOVE ASPHALT, LAY PIPELINES, REPLACE WITH ASPHALT DEEP STRENGTH) Dj.MOFNISNOy I STTALLATION PR IDE R APPROX 60' IR APPROX 4 PER DRAWINGS #17456-17458 ON FILE SEE ATTACHED TRAFFIC CONTROL PLAN SEE ATTACHED CONDITIONS SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN JULY 15, 1991 APPROXIMATE TIME OF COMPLETION 'AUGUST 2, 1991 ESTIMATED CONSTRUCTION COST $ ~ (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 X 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 wi,th,.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 JAMES H. JENSEN 1420 SO BEVERLY DR PALM SPRINGS 619-322-2728• Name of Applicant (please print) Business Address Telephone No. i JAMES H. JENSEN/J.P. NELSON SAME Name of Contractor and Job Foreman ` Business Address Telephone No. 596986 1976 Contractor's License No. City Business. License No. NAUTILUS INS. CO. L-111500 Applicant's Insurance Company Policy Number � titw FEES: Subdivision Improvement Permit —'Class. I II Public improvements: 3% of estimated construction costs fT�Q�N O 3135 0711-91. 10 Private improvements: 3% of estimated construction costs 1l i TOTAL 1 50.00 Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ Permit Fee _ 50.00 Penalty Cash Deposit -Surety Bond if required TOTAL: $ 50.00 Receipt No. Received by Recorded by Date fPERMIT VALIDATION PERMIT NO. DATE APPROVED 7/10/91 8/16/91 EXPIRATION DATE DATE ISSUED 7/10/91 By TELEPHONE: (619) 564-2246 Administrative Authority NOTE: With proper validation this form constitutes an 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 MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS _ Q Subdivision Improvement Permit — Class III DATE: (e�� Z /� ` 4mtr_ rvement Permit Class IV LOCATION OF,CONSTRUCTION � i W}TY"I \W70^j (Street address or Description of Locati n)' P OSE OF CONSTRUCTION ry lr�� �� pR'�-f °�('� Sketch (attach construction plans if appropriate) DESCRIP-(ON OF CONSTRUCTION c- T "�'cL D ,ic''g -t* 17 — I7ySB oA/ FitE ¢ r � 1W SirE ,aTr�aGNE� r�%tir i(. Gox'T'fco(, 4_1q Al SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGINS APPROXIMATE TIME OF COMPLETION �� U6 Zi 197, ESTIMATED CONSTRUCTION COST$ (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 conof the permit and all appli le rules and regulations of the City of La Quinta and to pay for any additional replacement necessary the ult. of t wo Name of Applicant (please print) re of Appl ress or Ahent W1It':7/,_- Telephone No. I Q a V. mkga,cam `: Name of Contractor and Job Foreman t Business Address p. Telephone No. Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class Ill Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated. construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL:' $ S© 00 Receipt No. Received by r Date Recorded by PERMIT VALIDATION PERMIT NO. DATE APPROVED 7 EXPIRATION DATE DATE ISSUED By Administrative Authority TELEPHONE: -(619).564-2246 A NOTE: With proper validation this form constitutes an 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,MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class 111 DATE: JULY 10, 1991 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 48TH AVE ,& ADAMS/48TH AVE & WASHINGTON (Street address or Description of Location) PURPOSE OF CONSTRUCTION PROVIDE PIPELINES FOR Sketch (attach construction plans if,appropriate) SEWER MAIN DESCRIPTION OF CONSTRUCTION CUT 6 REMOVE ASPHALT, PER DRAWINGS 417456-17458 ON FILE LAY PIPELINES, REPLACE WITH ASPHALT (DEEP STRENGTH) SEE ATTACHED TRAFFIC CONTROL PLAN DIMENSION OF INSTALLATION QR REMOVAL 2-4' WIDE X APPROX SEE ATTACHED' CONDITIONS ZO IN ADAMS RD 2-4 'WIDE X APPROX'60' IN WASHINGTON SIZE OF EXCAVATION; IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN JULY 15', 1991 APPROXIMATE TIME OF COMPLETION AUGUST 2, 1991 , ESTIMATED CONSTRUCTION COST $ 5000.00 (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. Signature of Applicant or Agent JAMES H. JENSEN' 1420 SO BEVERLY DR PALM SPRTNGS 619-177-777R Name of Applicant (please print) Business Address Telephone No. JAMES H. JENSEN/J.P.. NELSON SAME Name of Contractor and.Job Foreman Business Address Telephone No. 596986 1976 Contractor's License No. City Business License No. NAUTILUS INS. CO. L-111500- Applicant's -111500Applicant's Insurance Company Policy.Number FEES: -Subdivision Improvement Permit -Class III Public improvements 3% Of estlmated.,constructlon costs s�., 5�>3A10 3,_05 07.. —9.ir 1.0- !J irT E Ft'�1! !'len[. L�Oi! �.' $i�Ef?BteC1 ��i.i�ii'Uf Cli7�i'c sts-* :! l.l? l f a Minor Improvement Permit — Class IV: See attached schedule Inspection Fee 1 $ Permit Fee 50.00 Penalty Cash Deposit -Surety Bond if required TOTAL: $ 50.00 Receipt No. Received by. Date Recorded by PERMIT VALIDATION PERMIT NO. DATE APPROVED 7/10/91 EXPIRATION DATE 8/16/91 DATE ISSUED 7/10/91 By Administrative Authority TELEPHONE: (619) 564-2246 'The fblloWng'General and Special Provisions are attached to and made a partfof Permit No.' .., ,,. GENERAL PROVISIONS The following shall always apply`. 7 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. TRACKLAYINGCONSTRUCTION EQUIPMENT:'Cleated tracklayingconstruction equipmenishalln'tbepermittedtooperateonany paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred; City of La`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:' 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 shall 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. CARE OF DRAINAGE STRUCTURES: Any drainage'structure including- corrugated metal pipe, concrete' pi pe;'steel culvert -and concrete structures encountered during excavation which necessitate removal shall be replaced in-kind. In the event.it becomes necessary to remove or cut existing drainage structures,'City of'La Quinta shall be`notified prior to commencement of this work. Drainage structures and open drains shall'be kept free of debris at all times for proper drainage. Y 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 afterbackfi11 and compaction. Existing gutter line and drainage ditches shall be replaced to their,originaI standard or.better.'All excess material shall be removed prior to paving. Water tanker shall •be used; as required', to sprinkle the job siterto keep,' down' dust conditions and shall be used, 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. ; 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 pro pertyowners 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. T k E� SPECIAL PROVISIONS The follwing shall apply ONLY when indicated: ,.t j '' ',N NOTIFICATION: Permittee shall notify the City at 564-2246 at least 48 Hours in advance of start in' onstruction.t` ° 1 ) R2 .CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amount of not less than S. 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 ori 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 conducted 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. 95 PAVEMENT WIDENING: Area between the proposed concrete gutter line and`ilie existing road pavement shall be surfaced with inches of A.C. paving placed on' inches of class aggregate subbase course having an "R" value of not less than and in conformance with City of La Quinta Road Improvement Standards M and Spec ificabons,'Ordiriance 4461: 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'). • r ' 4�,` 4 ,4 t _ tit .. R7 GRADES & STAKES: City of La Quinta shall establish'grades and stakes fortheproposed concrete curb and gutter construction. ' 3 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. ,• "'', . 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 •r - 1'• - %y ?x L4� teus:vh: all a be s; la.iwr .cu.. t_..prforuto; ,Nrem_ o.v. al :De:i pre.sr se(dy c-�.u.r1b,t,m.avtcha inglconcrete oncrete gutter'and Gvl:r—aJ v„ dy:irf City •2 , - of La- 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. •' ' ' R14 COORDINATE WORK: The proposed work shall -be subordinated to'any operation which the State of California or City of La C!uinta 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. 15 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 tothe City Engineer prior to the removal of any monuments'This office shall R16 SURVEY MONUMENTS: Prior :cavation or beginning of construction, all su monuments shall be tied out by City of La Quinta and suitable paymuot 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. R19 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1,000 lineal feet of open trench before backf ill 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 determinethe 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. 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 not greaterthan 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. R2 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 isthe 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. SEE CpNDtT►orN K 4`i R23 COMPACTION TESTS: If so required bythe inspector, compaction tests shall be made at intervals of not more than 1,000 0 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 as outlined 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. 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 imme Y. A permanent patch of inches A.C. surfacing placed on a inch class bas a placed no later than /5' days after completion of temporary road repair. !j&C Cp,W)vrioAI'S RNS- KWo 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 #1461. 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. R3O STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon Cv 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 safely without interference or hazard to highway traffic. The entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate ~Z - ..ISIy NUt1ih 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. 9 o.....:.... 't-11 ;_ .,n I- o♦ 0— ck. l.for of rho rrntrh to inC,iro ovon fact hpalinn in all rf itc of ttnrn inrhpc r ADDITION- -=-.ENCQACHMENT .PERMIT'•N0.1146---- NDITTONS ` R33. I. Survey monuments shall be protected, -in place or + - re-established pursuant to City.standards and -the State of% California Land Surveyor's' Act. , " • h • tr • • • t. • r .. ' .. 1, R34 . -- - ♦tis .' Work shall be coordinated. with the City of ,La Q In"a's ' r forces -to; preclude delay -dr. interference • with, the City of La QuintaIs projects.. ... - r. - •, R35' Contractor shall comply: with, -the local noise ordinance and 4� -construction operations.and maintenance of equipment -within,; one half -mile of human .occupancy shall be' performed only. during'the_time•periods,as,,follows: Y October. 1st .to April 3,0.s , Monday -Friday .-7: OOa.m. -5: 30p.m.. - ;- - Saturday . 8: OOa.m.; 5:00p.M. ,. May lst .to September 30:'.Monday-Friday 6:OOa.m.--7:OOp.m., ; • Saturday 8:OOa.m:-5:OOP,.m. Work,shall'be prohibited anytime on'Sunday-and Federal •� holiday. SEE L' jbk ION R•4.9 �•R36 Traffic control shall.be_-as per. Cal Trans -Traffic Manual: Field adjustments in-de_touring shall be•accomplished as - ' directed • in order- to , aj ust to' actual . f ield conditions. - .It shall* be the contractor's.responsibility to adequately, ' barricade and detour this•site.,A Traffic control plan .shall " be submitted.for approval by the City Engineer... p R37 All excavation:at'or near the travel way shall be'backfilled Y- at -the end of the work day, for the protection of the - s :;4 traveling public:. R38. Street' closures shall'not be allowed_at any time. ;. R39 A minimum 'of two travel lanes -shall be maintained at,all. °. times on Washington street..' - ' R40Y 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: ` R41 ; Ingress, and egress .for local properties shall -be maintained = '. at all times:• R42 Prior to .work starting, Underground Service 'Alert'sha11 be. •�' ' .' contacted at' 1--:800-422-4133. and -.an "inquiry number" shall' provided to'the City Public Works Inspector. , R43 Pavement shall.be'sawcut prior to removal. � f�s • , • _ r ! C.�. . �. s..Y •. <r� t::f✓ j. .r.l'1.S ., x: a: _•.•. CF:..4 T•''1• f'. �I`TYj`.i ` _ - •. . t ,.. Additional'tondi_tions - Encroachment' Permit No. 114.6 jf Page 2 1R44 Allrbackfill subgrade soil shall be compacted to' -nothing 1A� -: less.';than 90% .relative, •dry• -density; ,all -backfill soil within ' ;,r x "they top' 2.' ,of finish pavement asurface shal`1 be compacted to' -,nothing less- than 95% relative dry density, all base ,'-: material'Ashall be compacted to nothing less- than•_95% r'relative dry density: R45.• -_ Replacement.., pavement ; section ,on' Washington street shall be `. 9" AC by.deep.strength!operation. R46 Replacement 'pavement 'sections on, Adams street shall ; be 7 1,1/2'•' inches 'of AC .by deep strength 'operation. - • R47 If�'the• work- is. to -be performed by, forces other than °that, of the rutility .company; ,'the 'contracting company will` be required to apply'for an additional encroachmentpermit ` and pay .the appropriate - fee . r. r `' R48 AIL'landscaping . avd irrigation, shal-1• be .xestor`ed to its . original 'condition'.' „ R49 Work on Washington street is to be.performed between ; y � i - midnight_ 'and,'5, am 'to •,cause least impact on-traff is : `•l be,well`lit when working -at at nght. •R50. Work area shall g i _ - c #+• i i. T t N," r 3 /I V I� r + /t •ir w JE i. 1. r T ' • l.( L � - ` fi , .. + i � � i Y „ . � 'lye . I +a jr. .. •e' 7 y '� � � i n y •i lk 70. " s vk ef f +QL kv - - ��fIr rim > \-, 47 .. � � � � � � I • • .� • � ` �' '`� i ', � / .. {C• � is Nt_ T,� ` rim IN THE CITY OF LA WIN.T A, STATE OF CALIFORNIA STREET NAME COVER SHEET AVENUE 48 LIFT STATION DETAILS SHEET NO. SHEET I OF 3 SHEET 2 OF 3 SHEET 3 OF 3 QUANTITY ( REVISIONS ESTIMATE DATE IT PURPOSES ONLY ) 9P108 FOR PERM --CAI i ESTIMATF E 6" C-900 PVC SEWER FORCE MAIN ........� 2790 L.F. UTILITIES url�rl�s WATER COACHELLA VALLEY WATER DISTRICT 398-2651 SEWER COACHEI_LA VALLEY WATER DISTRICT 398-2651 ELECTRIC IMPERIAL IRRIGATION DISTRICT 398-5854 GAS SOUTHERN CALIFORNIA GAS COMPANY 323-1851 TELEPHONE GENERAL TELEPHONE COMPANY 323-1231 CABLE PALMER CABLE VISION 340-1312 USA UNDERGROUND SERVICE ALERT 1—(800)-422-4133 NOTE THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE 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 UNDERGROUND UTILITIES. NO. REVISIONS APPROVED DATE BENCH PD -3-1W MARK ELEV . 116.584' SOUTHEAST 9P108 -�- —^ LOCATION 1" I.P. WITH CO. TAG IN MON. WELL AT THE INTERSECTION OF MILES AVE. AND WASHINGTON ST. QUARTER - -' SEC, 30, T S, R 7E, S, B, M, fd BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 9P108 QUARTER SEC, 30, T S, R 7E, S, B, M, A, G. PHFPARH[V) F011 SPANOS-) (;ONSTftUCTION c)/14P FF11ARS R0AD SAN E)IFC-70) (--19A. 9P108 F'''Kurub .V to r v u FORCE MAIN ERU, SM11 1/ A J O I N T Pno JECT MAP c-rrAL._F. I" = 300' ISKA ENGIN V E NTU R E IMENTAL ENGINEERING + BANK OF PALM SPRINGS CENTRE 777 E. TAHOUITZ WAY . SUE. 301 PALM SPRINGS. CA 92262-7066 (619) 320-9811 ON G ' PREPA Lij LLJ U) VIA GRAZIANNA W r nvv v�l cv vaI I STATION �oQ*fESS/p, GUh F `� QUO C1 3: C 39210 W.12 -31-s3 '} Lpq/, Cl V o' 4~� OF C A\-\� CION OF R.C.E. NO. 39210 ._- ._._.._ __ DATE R. G. 47th AVE PROJECT SITE W 3C O z - W in H W PROVED BY O i C H W 0 cc f- f - in cn a 0 Fa h AVENUE VICINITY MAP CITY ENGINEER CHECK BY� —R.C.E. NO. _ R . S . 32740 TO INDIO w J a u 0 h- F - 0 z ISSUE® ,JUN 2 8 1991 MAINIERO, SMITH AND ASSOC., INC. NOTE. THE CONTRACIOR SHALL INSTALL DISTRICT FURMB;HLD MARKING 114PE THROUCIM T THE LENGTH OF THE PPE LPIE WITH WRINT UPWARD. THE MARKING TAPE SHALL BE INSTALLED 18" ABOVE THE TOP OF PIPE SO THAT IT IS UNDISTURBED DARING THE BACKFILLING OF THE TRENCH. C. .W. D. DRAWING APPROVAL DATE Checked: 28 SEPT 90 PROJECT ENGINE)C�j � 4 0 Recommended DWB. No. DEPUTY IE NGINEER �^ R.C.E. No. CO2yJ51 17456 ENGINEER R.C.E. No. CO23078 F ONS: DATE APPR.ELOCATED LIFT STATION & REVISED.�-��- UANTITY ESTIMATE , _ C_. -TY OF LA_QUINTA, CALIFORNIA SHEET LADE LA DUINTA - SEWER FORCE MAIN PLANS 1 OF COVER SHEET 3 TRACT NO. 24230/26152 SE 1/4 SECTION 30. T5S. R7E. SOM SHEETS SEWER FORCE MAIN - PLOT SHEET 1 - 1340 [0, 72] PF: 766 10301 22 -Aug -90 04:50 PM / 766-1 1 17456 CONNECT TO EXIST. 18" PVC - FORCE MAIN USING 18" X 6" TAPPING SLEEVE -FLANGED MILD STEEL W/EPDXY COATING AND STAINLESS STEEL HARDWARE. INSTAI 1 (1) FLG'D Q;'PI 11r, VALVE 18" F.M. INV.=52.3 z ...AI_EOEBAY cn TRACT NO. 24230 0 I I H ____PROPOSFD 6' -----LAI`lDSCAPE AREASIDEWALK Lu Fn/w - ------ 77� -:77 /--EXISTING B" CURB AND GLITTER m 48th AVENUE _ I ____._ -� MEDIAN ISLAND 4 ---------- r-_ 7 r- ",--EXISIIIIG 18" D.I. WAJ"ER HAIN --WATER--- WATER— WATER— —WATER CONSTRUCT 6 E MAIN S=.0021 N 89*31'06"E 2698.50 II IC, -900 PVC SEWER FORCE _32+00 .31+00 — — — -- — — — — — — 30+00 —29 -00 34+00 33+00 36+00 35+00 A- 6 MAIN z c IN .51.16 --FUTURF CURB T R A C T 110 2 4 15 4 r5i cr AND GUT'TER -i cc x 1 II X III .c WASHINGTON STREET x V, 0 0 (T) C) —S=.0021 W L) 49 00 18+00 (n cl Lu z Ln + m NOTE (n THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE 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 UNDERGROUND UTILITIES. NO. REVISIONS APPROVED DATE 4_,"F_T_s7*_,n — i_� - 4 -13 -if ARKR-l"al I PD -3-1W I ELEV . 116.584' )CATION i" I.P. WITH CO. TAG IN MON. WELL AT THE INTERSECTION OF MILES AVE. AND WASHINGTON ST. %INIERO, SMITH/SPISKA ENGINEF—Hir A J 0 1 14 T V E N T U R E CIVIL_ LAND DEVELOPMENT AND Et4VIRONMENTAL ENGINEERING + !'J IRVEYING BA14K OF PALM SPRINGS CENTRE 777 E. TAHQUITZ WAY , STE. 301 PALM SPRINGS. CA 92262-7066 (619) 320-9811 PREF:'ARFD UNDER THE DIRECr SUPERVISION OF R.C.E. 110. DESIGN BY 39210 R. G. DHAWN BY SIrNATURE F. C. R. S. 35.56 L.F. OF 10" PVC C-900 SEWER PIPE SEE PROFILE ON SHEET 3- BEARING S 60* 20' 08" E 8' I.D. WET WELL CONTROL PANEL 4'x6' P.C.C. VALVE VALJLT - C/L ADAMS=STA 10+00 11 22' INSTALL_ 45' BENDS (2) ;0 �I � I Cn Lu N 44' 35' 24" E x H �4 _ 14.16 L. F. Lij X NOTE. THE CONTRACTM SHALL NSTALL DISTRICT FURNMHED MARKW 74PE THROUGHOUT THE LENGTH OF THE PPE LINE WITH YMMM T UPWARD. THE MARKING TAPE SHALL BE INSTALLED 18* ABOVE THE TOP OF PIPE SO THAT IT IS UNDISTURBED DURING T14E BACKFLLING OF THE TRENCH. DEPUTY opTEFfGINEEn R.C.E. No. CO2 4 Approval: :NERAL MANAGER -CHIEF ENGINEER R.C.E. No. CO23078 REVISIONS: N RELOCATED LIFT STATION & ADDED DETAILS "ATE 28 SEPT 90 tiPPROVED BY CITY OF LA QUINTA, CALIFORNIA SHEET 2 _ LAKE LA GlU NfiA SE ER FORCE MAI PL 48TH AVENUE OF - 10. DATESTA 10+75.70 TO STA 36+86.50 3 32740 TRACT NO. 24230/26152 S.E. 1/4. SEC. 30. T5S. R7E. SON SHEETS SEWEI-1 FC)H(',F HATH -- Fl[.O I SHEET 2 -- 1340 [0, 721 PF: 766 10302 23--Aug--90 09: 41 AM / 766-1 17457 60 56 52 M 44 40 36 32 NOTE I " S.S. El 3 EA. TY A 2EA. 07x5 r-7 Air 1 A" A r G w LID REINFORCING STEEL DETAIL R.T.S. ALL BAR CROSSINGS SHALL BE TIED Jif l � PROF ILE of BYPASS SEWER 110R1Z: 1' = 20' VER) I" = h' THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY OfILY. THE CONTRACTOR SHALL DETF_RMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMF_NCING WORK. NE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTt_Y LOCATE AND PRFSFHVF ANY AND ALL UNDERGROUND UTILITIES. NOTE: ALL MATERIALS SHALL BE SUPPLIED TO C.V.W.D. FOR APPROVAL_. NO. REVISIONS"` -1"`'" APPROVED GATE MARK PD --3-1W ELEV. 116.384' >� �^-t?.9I LOCATION �aL____PIA+►�lt,�tt.. St_•TN .4sf44t4.t1]irS___N+[G.___ _ _ `1- -- I" I.P. WITH CO. TAG IN MON. -- _- WELL AT' THE INTERSECTION OF MILES AVE. AND WASHIN13TON ST. n (10) C 5 4 .._....,.._.._ _..__..... __ 2" PVC SHROUD WITH 1/2" PVC RETRACTABLE _._..___.._.___. . _..__..... _.-..-__---_ ..__._._._.... _..__._____. _- _ - BUBBLER TUBE. USE 3/4" (� PVC TO CONTROL PANEL. 0 —) ( 6 4 __. 15" CLEAR MIN. A - 132.5 FRAME AND COVER FER I)E I'A IL AT LFF T , 36" INCH CLEAR OPENING. �6 PLAN V I EW MTS --90' SWEEP- 2 EACH GAS SEAL OFF WITH STRAIN RELIEF FOR CABLES- 2 EACH NEMA 6 JUNCTION BOX �-- R.C. VAULT WITH TRAFFIC LID BROOKS 2'x3' SERIES IOOFPB OR EQUAL IGID CONDUIT TO CONTROL PANEL WITH 10 mil. WRAP LAI (, a -1 1/2" SCH. 80 P.V.C. (8 I" S.S. EYE BOLT 3 EA. TYP. F.B.O. 3•• WASHER -EMBED S. • 3/4"' i 4 5 6 7 9 10 FS .1 FS 51.3• F . w / GROUT = -- el AT 10" O.C.E.W - �_. rn ' -GROUT GROUT 10" DIA. TIGHT SEAL WITH MASTIC AT JOINT _ ._...._.._ . C.I.P C.I.P. - — -- - !p - 6' - 0 ____.___.__ _.�,.. 4 GRINNEL PIPE 4•---3" ,j 15 a.e...____._�.___v_.__ -_._____-. __._ ., .._...__.._. _.--_-_.._ _ _. SUPPORT 2 EA. ' ' `�..__,•� TIGHT SEAL WITH � -GROUT I 7-3- 7-. 3 MASTIC AT JOINT • ' • ►. . S.S. LIFTING ? a .:. • • ••• I CABLE I -EA. - ,. ,'• , .t :;' ;; , ' ,' .' ;- .."- ; , "" • ..'• PER PUMP of GRAVEL - . •.'. BREAKOUT DRAIN ti.'• c •..•, ''�.:: . ; 24" DEEP • • .�• a '; . a .. '• ,.,. COAT. INTERIOR 45 MIL POLYFORM 10" PVc C-900 WATER ALARM - 38.0- , PUMP 2 ON - 37.0 ,a - 35.0 12" LIFT STATION SPECIFICATIONS (FURNISHED BY OTHE113) LIFT PUMPS - DESIGN POINT: 300 GPM @ 135 TDII Two (2) Essco Model C 4" x 4" x 14" x 3" or approved equal non -clog submersible pumps with 3" solids handling capability. Cast iron impeller and body with stainless steel hardware. Two (2) 25 HP, 1750 RPM, 460/3/60 U.L. listed explosion proof Class 1, Group D submersible motors. Motors shat I have 30 foot leads and built in thermal overload protection. CONTROL PANEL - One (1) Essco NEMA 3R U.L. listed or approved equal duplex, freestanding, vandalproof, air bubbler style control panel, with low air automatic compresssor transfer, pump circuit breakers, magnetic starters with overload protection, control transformer, ground fault receptacle, indicator light test button, HOA selector switches, run lights, pump alternator, seal. fail circuit with light, seal fail test button, high water alarm bell and outside light, alarm silence button, alarm reset button and an indicator alarm light. The control panel will be furnished with the following equipment to be installed by CVWD; Scipar 9113 RTU controller, Rosemont pressure transducer, Model 470 transient protector, MDP24 lightning arrestor, International Pressure Products T1I 0-100 psi pressure transducer, Johnson VHF radio No. 7163, Motorola AC surge supressor No. RRX-4034B, Motorola antenna lighting arrestor No. St787, Johnson power supply No. 0226, Yagi antenna No. ASP -817, and NEMA 4 Hoffman enclosure A-30H24DLP. VALVES & FITTINGS Two (2) 4" Ball type check valves Two (2) 4" Plug All Cast Iron Fittings shall conform to ASA 21.10 cr ASA B-16.1 for Ring -Title or Flanged Ends LIST CABLES Two (2) 30 ft. stainless steel lift cables. WET WELL 8" I.D. RCP D-2000 Storm Drain Pipe,cement grout all joints. One (1) 36" Manhole frame & cover, 2 pcs. One (1) water tight explosion proof NEMA 6 Junction box. PIPE Force Main shall be 6" PVC C-900 Pipe. Outlet Piping shall be Cast Iron, 40 Mil Baked on Epoxy Interior Coating. I� CONSTRUCTION NOTES A... � TERMINATE AT THRUST EL. 46.0 RL.00K s I E=LFCT. 2 COATS #50 BITUMASTIC (15 MIL) ON OLI'TSIDF ----'�--•4" PVC UNION- 2. EACH -__2 " P.V.C. SCH. 40 BUBBLER GUIDE PUMP OFF33.0mm EL. 32.0 d• 04 REBARS AT .,,r---S.S. STRAPS W/HILTI STUD BOLT QUICK ANCHOR CENTER TYP. 4 ' .----- I .D. R C P D-2000 r: ----MASS CONC. 480-C-2000 FILL CONCENTRIC ,_•----SEE DETAIL AT BIGHT CD a; -------- - - 91- 011 o I -ID I,'2. RETRACTS PVC WITH Pv HOOF ADAPTS 12 3/4" PVC AND SS CLAMP TO PANEL SHROUD A.. `3/8" POLYETHYLENE II BUBBLER LINE TO PANEL II ' I' UPPER BUBBLER DETAIL a II 2" FVC SHROUD A wAtt.. I) D 1/2" PVC BUBBLER TUBE- D CONNECT 3/8" POLY TUBE AT TOP OF SHROUD 3,P _T 0 • e. - A v BOTTOM LOWER BUBBLER DETAIL 12" 0. C. , _q*VESSlp, 3/4" GRAVEL. _ !0, - ��.., ' 2' DEEP �Q` �� NOTE. � -�--- � � 039210 � . __. THE CONTHACYOR SHALI INSTALL DISTRICT FURNISHED MARKING LIFT STATION - FMS �z �1 �3 TAPE THROUGHOUT THE LENGTH OF THE PFE LINE WITH IMPR!!VT 1 f•�1 �r UPWARD. THE MARKING TAPE SHALL 9E MMIALLED IS" ABOVE NTS - ,) C 1 V i L THE TOP OF PIPE SO THAT IT IS UNDMT'URBED DURING THE OF BACKFILLING OF THE TRENCH. 4" C-900 P.V.C. PIPE 40 L.F. (� 4" CAST IRON TO P.V.C. ADAPTER COUPLING - 2 EACH (3) 4" FLG'D 90° C.I. ELBOW - 2 EACH (43 4" FLG'D CHECK VALVE - 2 EACH (5 4" FLG'D PLUG VALVE - 2 EACH © 4" FLG'D C.I. 45 ° ELBOW - 2 EACH O 4" FLG'D C.I. WYE - 1 EACH $� 11/2" PLUG VALVE W/HANDLE - 1 EACH 9� a - 1 EACH 10 4" FLG'D C.I. TEE - 1 EACH 11 6" X 4" FLG'D C.I. REDUCER F: 9 6" FLG'D 450C.I. ELBOW ,-PROF OSED 8" DIA. 6" C.I. TO PVC ADAPTER COUPLING - I EACH EXISTING BROOKS SERIES 1502 DPB VAULT WITH STYLE B-E TYPE TRAFFIC LID MAN[ TOLE: -- �. 3/8" POLYETHYLENE BUBBLER TUBE W/S.S. L 35.56' WET WELL ------------ 16 36" A-1325 MANHOLE FRAME & COVER, 2 PCS. - 1 EACH 17 1" S.S. EYE BOLT - 3 EACH 18 2" SCH. 40 P.V.C. BUBBLER GUIDE - 20 L.F. 19 —�' S= .00 0 10" C-900 PVC SEWER Jif l � PROF ILE of BYPASS SEWER 110R1Z: 1' = 20' VER) I" = h' THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY OfILY. THE CONTRACTOR SHALL DETF_RMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMF_NCING WORK. NE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTt_Y LOCATE AND PRFSFHVF ANY AND ALL UNDERGROUND UTILITIES. NOTE: ALL MATERIALS SHALL BE SUPPLIED TO C.V.W.D. FOR APPROVAL_. NO. REVISIONS"` -1"`'" APPROVED GATE MARK PD --3-1W ELEV. 116.384' >� �^-t?.9I LOCATION �aL____PIA+►�lt,�tt.. St_•TN .4sf44t4.t1]irS___N+[G.___ _ _ `1- -- I" I.P. WITH CO. TAG IN MON. -- _- WELL AT' THE INTERSECTION OF MILES AVE. AND WASHIN13TON ST. n (10) C 5 4 .._....,.._.._ _..__..... __ 2" PVC SHROUD WITH 1/2" PVC RETRACTABLE _._..___.._.___. . _..__..... _.-..-__---_ ..__._._._.... _..__._____. _- _ - BUBBLER TUBE. USE 3/4" (� PVC TO CONTROL PANEL. 0 —) ( 6 4 __. 15" CLEAR MIN. A - 132.5 FRAME AND COVER FER I)E I'A IL AT LFF T , 36" INCH CLEAR OPENING. �6 PLAN V I EW MTS --90' SWEEP- 2 EACH GAS SEAL OFF WITH STRAIN RELIEF FOR CABLES- 2 EACH NEMA 6 JUNCTION BOX �-- R.C. VAULT WITH TRAFFIC LID BROOKS 2'x3' SERIES IOOFPB OR EQUAL IGID CONDUIT TO CONTROL PANEL WITH 10 mil. WRAP LAI (, a -1 1/2" SCH. 80 P.V.C. (8 I" S.S. EYE BOLT 3 EA. TYP. F.B.O. 3•• WASHER -EMBED S. • 3/4"' i 4 5 6 7 9 10 FS .1 FS 51.3• F . w / GROUT = -- el AT 10" O.C.E.W - �_. rn ' -GROUT GROUT 10" DIA. TIGHT SEAL WITH MASTIC AT JOINT _ ._...._.._ . C.I.P C.I.P. - — -- - !p - 6' - 0 ____.___.__ _.�,.. 4 GRINNEL PIPE 4•---3" ,j 15 a.e...____._�.___v_.__ -_._____-. __._ ., .._...__.._. _.--_-_.._ _ _. SUPPORT 2 EA. ' ' `�..__,•� TIGHT SEAL WITH � -GROUT I 7-3- 7-. 3 MASTIC AT JOINT • ' • ►. . S.S. LIFTING ? a .:. • • ••• I CABLE I -EA. - ,. ,'• , .t :;' ;; , ' ,' .' ;- .."- ; , "" • ..'• PER PUMP of GRAVEL - . •.'. BREAKOUT DRAIN ti.'• c •..•, ''�.:: . ; 24" DEEP • • .�• a '; . a .. '• ,.,. COAT. INTERIOR 45 MIL POLYFORM 10" PVc C-900 WATER ALARM - 38.0- , PUMP 2 ON - 37.0 ,a - 35.0 12" LIFT STATION SPECIFICATIONS (FURNISHED BY OTHE113) LIFT PUMPS - DESIGN POINT: 300 GPM @ 135 TDII Two (2) Essco Model C 4" x 4" x 14" x 3" or approved equal non -clog submersible pumps with 3" solids handling capability. Cast iron impeller and body with stainless steel hardware. Two (2) 25 HP, 1750 RPM, 460/3/60 U.L. listed explosion proof Class 1, Group D submersible motors. Motors shat I have 30 foot leads and built in thermal overload protection. CONTROL PANEL - One (1) Essco NEMA 3R U.L. listed or approved equal duplex, freestanding, vandalproof, air bubbler style control panel, with low air automatic compresssor transfer, pump circuit breakers, magnetic starters with overload protection, control transformer, ground fault receptacle, indicator light test button, HOA selector switches, run lights, pump alternator, seal. fail circuit with light, seal fail test button, high water alarm bell and outside light, alarm silence button, alarm reset button and an indicator alarm light. The control panel will be furnished with the following equipment to be installed by CVWD; Scipar 9113 RTU controller, Rosemont pressure transducer, Model 470 transient protector, MDP24 lightning arrestor, International Pressure Products T1I 0-100 psi pressure transducer, Johnson VHF radio No. 7163, Motorola AC surge supressor No. RRX-4034B, Motorola antenna lighting arrestor No. St787, Johnson power supply No. 0226, Yagi antenna No. ASP -817, and NEMA 4 Hoffman enclosure A-30H24DLP. VALVES & FITTINGS Two (2) 4" Ball type check valves Two (2) 4" Plug All Cast Iron Fittings shall conform to ASA 21.10 cr ASA B-16.1 for Ring -Title or Flanged Ends LIST CABLES Two (2) 30 ft. stainless steel lift cables. WET WELL 8" I.D. RCP D-2000 Storm Drain Pipe,cement grout all joints. One (1) 36" Manhole frame & cover, 2 pcs. One (1) water tight explosion proof NEMA 6 Junction box. PIPE Force Main shall be 6" PVC C-900 Pipe. Outlet Piping shall be Cast Iron, 40 Mil Baked on Epoxy Interior Coating. I� CONSTRUCTION NOTES A... � TERMINATE AT THRUST EL. 46.0 RL.00K s I E=LFCT. 2 COATS #50 BITUMASTIC (15 MIL) ON OLI'TSIDF ----'�--•4" PVC UNION- 2. EACH -__2 " P.V.C. SCH. 40 BUBBLER GUIDE PUMP OFF33.0mm EL. 32.0 d• 04 REBARS AT .,,r---S.S. STRAPS W/HILTI STUD BOLT QUICK ANCHOR CENTER TYP. 4 ' .----- I .D. R C P D-2000 r: ----MASS CONC. 480-C-2000 FILL CONCENTRIC ,_•----SEE DETAIL AT BIGHT CD a; -------- - - 91- 011 o I -ID I,'2. RETRACTS PVC WITH Pv HOOF ADAPTS 12 3/4" PVC AND SS CLAMP TO PANEL SHROUD A.. `3/8" POLYETHYLENE II BUBBLER LINE TO PANEL II ' I' UPPER BUBBLER DETAIL a II 2" FVC SHROUD A wAtt.. I) D 1/2" PVC BUBBLER TUBE- D CONNECT 3/8" POLY TUBE AT TOP OF SHROUD 3,P _T 0 • e. - A v BOTTOM LOWER BUBBLER DETAIL 12" 0. C. , _q*VESSlp, 3/4" GRAVEL. _ !0, - ��.., ' 2' DEEP �Q` �� NOTE. � -�--- � � 039210 � . __. THE CONTHACYOR SHALI INSTALL DISTRICT FURNISHED MARKING LIFT STATION - FMS �z �1 �3 TAPE THROUGHOUT THE LENGTH OF THE PFE LINE WITH IMPR!!VT 1 f•�1 �r UPWARD. THE MARKING TAPE SHALL 9E MMIALLED IS" ABOVE NTS - ,) C 1 V i L THE TOP OF PIPE SO THAT IT IS UNDMT'URBED DURING THE OF BACKFILLING OF THE TRENCH. 4" C-900 P.V.C. PIPE 40 L.F. (� 4" CAST IRON TO P.V.C. ADAPTER COUPLING - 2 EACH (3) 4" FLG'D 90° C.I. ELBOW - 2 EACH (43 4" FLG'D CHECK VALVE - 2 EACH (5 4" FLG'D PLUG VALVE - 2 EACH © 4" FLG'D C.I. 45 ° ELBOW - 2 EACH O 4" FLG'D C.I. WYE - 1 EACH $� 11/2" PLUG VALVE W/HANDLE - 1 EACH 9� 4" X 2" C.I. COMPANION FLANGE - 1 EACH 10 4" FLG'D C.I. TEE - 1 EACH 11 6" X 4" FLG'D C.I. REDUCER - 1 EACH 12 6" FLG'D 450C.I. ELBOW - 2 EACH 13 6" C.I. TO PVC ADAPTER COUPLING - I EACH 14 BROOKS SERIES 1502 DPB VAULT WITH STYLE B-E TYPE TRAFFIC LID - 1 EACH 15 3/8" POLYETHYLENE BUBBLER TUBE W/S.S. HARDWARE - 1 EACH 16 36" A-1325 MANHOLE FRAME & COVER, 2 PCS. - 1 EACH 17 1" S.S. EYE BOLT - 3 EACH 18 2" SCH. 40 P.V.C. BUBBLER GUIDE - 20 L.F. 19 2" 90'°ELBOW - 1 EACH C.V.W D. D AWING APPROVAL DATE Checked: 28 SEPT 90 PROJECT ENGI EER / DMB. No. Recoamded DEPUTYCN F WEER C.E. No. CO291 17458 Approved: GENERAL NA AGER -CHIEF ENGINEER R.C.E. No. CO2:078 REVISIONS: TE APPR. I ADDED PROFILE OF BYPASS SEWER MAIN 11 MAINIERO, SMITH SPISKA EN VEERING PF1FPARI=D UNUFR THE PTRECT SI)pEHVISIQrI (?( R.C.F. NO, fJFS GN BY APPROVE[ BY CITY OF LA DUINTA_ , CALIFORNIA SHEET i°! 1`� G11V r l T i! C. V� o R_G G. _ _ _ . 3 A J O I N T V E N T U R E -- DRAwrJ BY --LAS--LA- OUINfiA� — �il—ER FORCE MAIN PLAN ---- - ---------------- -- --------- -- ------ - ----- SIGNATURE _ v N V P NT AND ENVIRONMENTAL_ ENGINEERING, + SURVEYING, - -- ---- ——� -� i.. CITY NG NEER - - cz_zt,- LA Q_oI~ _�4_MF— _ - [ Afi€------ F- . C — LIFT STATION of BANK OF PALMI SPRINGS CENTRE���� � � CHECK -BY - - R . C . � rib. DATE DETAIL SHEET 3 777 E. TAHQUITZ NAY sTE. 301 PALM SPRINGS CA 92262-7066 (619) 320-9811 R , S , 32 <t0 TRACT No. 2423/26152 S.E. i/4, sic. 30, res, R7E. sBNSHEETS r'LC'T c,Ir_'= f 3 - 1330 "C• 7;J`r;c: IFF� 2� -Al1Q-n C:': 1 rP,',l FF -1 17458