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3500Oct-18-01 10:0Tam Ffolt-WATER DISTRICT/COACKLLA VALLEY +7603963T11 T-066 P.02 F-194 NOTE: With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) �OP 7'fi8� 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 DATE: 7 / 13 /O1 Subdivision Improvement Permit — Class I I I MorPermit LOCATION OF CONSTRUCTION MADISON STREET 1400 FT SOUTH OF AVENUE 54ement TO AVE 521asslV AVE 50 FROM JEFFERSON STREET TO 1400 PT WEST OF JEFFERSON STREET (Sheer address of Description of L=rion) PURPOSE OF CONSTRUCTION INSTALL AND MAINTAIN SEWER f AP1 41R3. 8 APPUITENANCES MAIN$k@ (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION SEWER MAINS AN1) MPMOLES SEE ATTACHED SPECIAL CONDITIONS DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED 6 feet h�� APPROXIMATE TIME WHEN WORK WILL BEGIN 9101/01 NO V 0 5 % v 0 APPROXIMATE TIME OF CC-MPLETION 12101101. ESTIMATED CONSTRUCTION COST 5 1-500,00.00 :i. (Including removal of all obst•uetion, materials, and debris, backfilling, com- ----u paction and placing permanent resurfacing and/or replacing improvements) In consideration of the grant ng of this permit, the applicant hereby agrees to: Indemnlfy, defend and sav r the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or logs resulting from claims or court action and arising out of any accident, happening or occurring as s proximate result of any work undertaken under the permit gramad puloss or damage TO persons or property rsuant to this application, Notify the Administrative kuthortty at least r. enty-four 124) hours In advance of the time when work will be started. Comply wish Oil applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quints and to pay for any additional replacement necessary as the result of Uhl�Tf tfri9J0p(k� �iC� S • '7- �!-:2 �� Si Applicant or Agent CVCiD Plt BOX 1058 COACHFLLA CA 9 11; Name of Applicant (please print) 7t5� �g>z o�Gt inS Business Address Telephone No. Colich & Sons, L.P. Bruce Po pin 323/770-2920 Name of Contractor and Job Foreman Business Address Telephone No. 783522 Contractor's License No. 6577 City Bus Workers comp - State Compensation Insurance Fundlness Lrcense 1581691 01 Applicant's Insurance Compan f Policy Number FEES: Subdivision Improvement P •, Y ermlt — Class I I I Public improvemerts: 3e4 of estimated construction costs Private improveme its: 396 of estimated construction costs Minor Improvement Permit — Class 1V: See attached schedule Inspection Fee ,,Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by,�� Recorded by g__ in 0 0.00 Date 3500 PERMIT VALIDATION PERMIT NO. DATE APPROVED 7/23/01 EXPIRATION DATE 1 2/'tf1/01 DATE ISSUED 7/23/01 AdminisvaV11 uthority Telephone: (760) 777-7075 4009&-• NOTE: With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA APPLICAT',ON 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 "} i I ()':J !,c ; 17 , (Street address or Description of Location) _PURPOSE OF CONSTRUCTION C a'�'• ) •,z Sketch (attach construction plans if appropriate) ..1 �L 1l.alaaTM+ .r7 DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL 7 -al'(I ' •``• SIZE OF EXCAVATION, IF NEEDED J �• APPROXIMATE TIME WHEN WORK WILL BEGIN 9/011II1 APPROXIMATE TIME OF COMPLETION i ./I' i. /0). ESTIMATED CONSTRUCTION COST $ 1 :`17 Lo•"� (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 ne--essary as the result of this work. Signature of Applicant or Agent � J Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ r� iJ l ,Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ Receipt No. Received by Date Recorded by PERMIT VALIDATION PERMIT NO. DATE APPROVED EXPIRATION DATE DATE ISSUED r By Telephone: (760) 777-7075 Administrative Authority The following General and Special Provisions are attached to and made a part of Permit No. 3S O O GENERAL PROVISIONS The following shall always apply: ENROACHM M ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quints right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quints shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2') of A.C. surfacing plus appropriate seal cost as specified above. . PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or La Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of Le Quints shall be notified prior to commencement of this work. Drainage structures and. open drains shall be kept free of debris at all times for proper drainage. RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall'be'removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfiU and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quints roads, it shall be the responsibility of the perminee (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 by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL. PROVISIONS The following shall apply when indicated: R11 NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. 2 UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints 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 sbau be the sole responsibility of the permittee. R3 L11UTY CLEARANCE: (Surface Structures) No work sbaU be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with inches of A.C. paving placed on inches of class _ aggregate subbase course having an 'R' value of not less than and in conformance with City of La Quints Road Improvement Standards and Specifications, Ordinance #461. R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb sbaU 'be graded to a slope of. 1/4 inch to one foot (1'). R6 GRADE CHECKING: City of La Quints shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_feet) shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal: Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. Rg 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 L__, of class aggregate base. Driveway construction shall conform to attached drawing. 4s) SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at aU times. R10 SOIL S'TERRdZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with.the manufacturer's specifications. , EL6[ Aianae[ palep 'etalo;!IaO;o ala1S's.(aM4g!H10 ao!sIA!Q'suogeaytaadS pjapuelS aglto 10•E'9 uogaaS pm 41dmoo Ilsgg mm uogoadmo0 •poglam play io loedm! aql Aq pau!mialap se uo!laedmoa taisatl aqi g! 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Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Coachella Valley Water District, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 3. After award of a contract, the permittee's contractor shall be required to obtain an encroachment permit from the City of La Quinta and pay all costs incurred for permits, licenses and inspection fees required by the agency. The estimated cost of the encroachment permit is approximately $3,000 deposit, plus any additional cost incurred. Prior to starting any work the contractor shall be required to have a City of La Quinta Business License for the life of the contract; his subcontractor shall also have a Business Licenses for the time they are engaged in work. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 5. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. 6. Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 955-6894 if signal operation at the intersection is to be altered in any way. 7. Coordinate Work: The proposed work shall be subordinated to any operations which the State of California or the City of La Quinta may conduct in this area during the period of this permit. The permittee shall schedule and coordinate all work with the City of La Quinta and the City's contractors to preclude delay or interference with the City of La Quinta projects. Permittee shall notify the City of La Quinta Public Works Department, a minimum of 48 hours prior to commencement of any construction. Please contact Mr. James Lindsey, Assistant Engineer, at (760) 777-7089 for notification and project coordination. Special Conditions - Permit No. 3500 Page 1 of 5 SPECIAL CONDITIONS --PERMIT NO. 3500 --- Coachella Valley Water District --- 8. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 9. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan, shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. 10. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of one travel lane of paved surface shall be maintained on Madison Street with flagmen at all times. A minimum of two travel lane of paved surface shall be maintained on Jefferson Street and on Avenue 50 at all times. 11. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Pennittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 12. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 13. Installation of service lines, mainline, conduits or sleeves maybe by the "Trenching Method". If the intersection of Jefferson Street and Avenue 50 is final Asphalt Concrete (AC) cap paved, the installation of service lines, mainline, conduits or sleeves shall be by the " Boring Method" . 14. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: Special Conditions - Permit No. 3500 Page 2 of 5 V j SPECIAL CONDITIONS --PERMIT NO. 3500 --- Coachella Valley Water District --- A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 15. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 16. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 17. Access and egress to all local properties shall be maintained at all times. Special Conditions - Permit No. 3500 Page 3 of 5 SPECIAL CONDITIONS --PERMIT NO. 3500 --- Coachella Valley Water District --- 18. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved''/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold - milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. Special Conditions - Permit No. 3500 Page 4 of 5 �r; �r� .1 �.i 3 j_.y • �r c4 �.�.- � •� i� .r: z� � � ti s . , a .�. � :� s .+ � � ' „t.,�'-- i� � . jY�`..' '; ,�.�. �^ \� � \� �\/�2/ §� T i- y 0 t` • 1j `` � �I Jt %` y'� •yet '' t .r �' 4p, k Op Cf"•/r C. ' 1 . yy� T7 �. aM _ r I Z.- 2 IC47-e-N---QI�IL- _Y_-------_. NOTE: .' With proper validat�n this form consr_?;6tes an encroachr�nt 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 �31o1 Subdivision Improvement Permit — Class I I I DATE: t M.inor Improvement Permit Class IV LOCATION OF CONSTRUCTION - EAL 5f ��y ( 50LOt OF AvG 54 T� A\0 C7 f VG- 50 fkc` 36FFC-A-9w SC is (d-64) t i wGsi OP _ 6FC(LS,r 51 (Street address or Description of Location) PURPOSE OF CONSTRUCTION INSI ('lU, f1r0 ♦^Tart lP1N S�icr'GP MAINS Apo ApQu(1,iGr'ArCeS DESCRIPTION OF CONSTRUCTION `GV:- " tA"-S At-2 )kAN Itibi.GS _ DIMENSION OF INSTALLATION OR REMOVAL 1.s� SIZE OF EXCAVATION, IF NEEDED G ( V.- W 06 APPROXIMATE TIME WHEN WORK WILL BEGIN Sketch (attach construction plans if appropriati Ski S oe 9I&PI, APPROXIMATE TIME OF COMPLETION IZ r of ESTIMATED CONSTRUCTION COST $ ), 5 00.1000 (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: F -RIF W01,IJUL 13 200PPJSLIC WICIR 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 nd regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. GAPPVZA i [oN 0 N I-Y Signature of Applicant or Agent C U(ask Cv Acttct A Cl q 12,3 ��fS'�6S� k36S Name of Applicant (please print) Business Address Telephone No. f,2 (3G DGi'C riIr - o Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs Private improvements: 3%'of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ _ �A Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ Receipt No. Received by Date i PERMIT VALIDATION _ PERMIT NO. �© DATE APPROVED 7 Z3 D EXPIRATION DATE DATE ISSUED /q By dministrative Authority Telephone: (760) 777-7075 Recorded by 1 I, t 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 III DATE: 7/13/01 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION MADISON STREET 1400 FT SOUTH OF AVENUE 54 TO AVE It AVE 50 FROM JEFFERSON STREET TO 1400 FT WEST OF JEFFERSON STREET (Street address or Description of Location) PURPOSE OF CONSTRUCTION INSTALL AND MAINTAIN SEWER MAIN!SkttTji (attach construction plans if appropriate) APPURTENANCES DESCRIPTION OF CONSTRUCTION SEWER MAINS AND MANHOLES SEE ATTACHED SPECIAL CONDITIONS DIMENSION OF INSTALLATION OR REMOVAL 7,500 I.f. SIZE OF EXCAVATION, IF NEEDED 6 feet APPROXIMATE TIME WHEN WORK WILL BEGIN 9/01/01 APPROXIMATE TIME OF COMPLETION 12/01/01 ESTIMATED CONSTRUCTION COST $ 1.500.00,00 (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. Signatu j4f6f Applicant or Agent CVWD PO BOX 1058 COACHELLA CA 92236 7An 30R 9A;1 p:r I(1S Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111 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 11 Penalty - Cash Deposit -Surety Bond if required TOTAL: Receipt No $ n 0 0 $ 0.00 Received by Date Recorded by 3500 PERMIT VALIDATION PERMIT NO. ��^^ DATE APPROVED 7/23/01 EXPIRATION DATE 12/30/01 7/23/01 DATE ISSUED aAdministrativputhority Telephone: (760) 777-7075 The following General and Special Provisions are attached to and made a part of Permit No. �� O GENERAL PROVISIONS The following shall always apply: ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quints right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK LAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quints shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2') of A.C. surfacing plus appropriate seal cost as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or La Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE MUC 1WES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quints shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall'be'removed from the -right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quints 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 by the permittee that he 'must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: (AR11D NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. 2 UTEI.ITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints right of way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. R3 ITI'H.•TTY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. ' The permittee shall notify all concerned utility companies of the proposed work. R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with inches of A.C. paving placed on inches of class _ aggregate subbase course having an 'R' value of not less than and in conformance with City of La Quints Road Improvement Standards and Specifications, Ordinance N461. R'5 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'). 06 GRADE CHECKING: City of La Quints shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter _feet) shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quints Standard N207. R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on of class aggregate base. Driveway construction shall conform to attached drawing. R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. RIO SOIL STERi1.i7.E L- The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with.the manufacturer's specifications. R 1 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of La Quints may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quints forces to preclude delay or interference with State of City of La Quints projects. R 12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be replaced by a licensed civil 'engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper project clearance. ' R 13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. R14 LUMT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. R15BACKFII.L 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 Quints deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. R16 BACKFII.L SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any can, a relative compaction of 95 percent shall be attained with the structural section of the roadway. R17 BACKFILL PLACEMENT: Backfill shall be applied. in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where Ofe?,erring is used, the jets shall be of sufficient length to reach the bottom of each.layer and the water supply shall be continuous. CMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 .nd a minimum of one (1) teat 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. R1.9 COMPAC JON 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. R2� TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. R21 PERMANENT. PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2') of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class base shall be placed no later than • days after completion of temporary road repair. R2'2 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. R2 3 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon completion of permanent repairs. R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The entire width of the -tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction as determined by the impact or field, method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. I .1 `O- SPECIAL CONDITIONS --PERMIT NO. 3500 --- Coachella Valley Water District --- In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Coachella Valley Water District, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 3. After award of a contract, the permittee's contractor shall be required to obtain an encroachment permit from the City of La Quinta and pay all costs incurred for permits, licenses and inspection fees required by the agency. The estimated cost of the encroachment permit is approximately $3,000 deposit, plus any additional cost incurred. Prior to starting any work the contractor shall be required to have a City of La Quinta Business License for the life of the contract; his subcontractor shall also have a Business Licenses for the time they are engaged in work. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 5. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. 6. Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 955-6894 if signal operation at the intersection is to be altered in any way. 7. Coordinate Work: The proposed work shall be subordinated to any operations which the State of California or the City of La Quinta may conduct in this area during the period of this permit. The permittee shall schedule and coordinate all work with the City of La Quinta and the City's contractors to preclude delay or interference with the City of La Quinta projects. Permittee shall notify. the City of La Quinta Public Works Department, a minimum of 48 hours prior to commencement of any construction. Please contact Mr. James Lindsey, Assistant Engineer, at (760) 777-7089 for notification and project coordination. Special Conditions - Permit No. 3500 Page 1 of 5 SPECIAL CONDITIONS --PERMIT NO.3500 --- Coachella Valley Water District --- 8. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 9. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan, shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. 10. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of one travel lane of paved surface shall be maintained on Madison Street with flagmen at all times. A minimum of two travel lane of paved surface shall be maintained on Jefferson Street and on Avenue 50 at all times. 11. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 12. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 13. Installation of service lines, mainline, conduits or sleeves maybe by the "Trenching Method". If the intersection of Jefferson Street and Avenue 50 is final Asphalt Concrete (AC) cap paved, the installation of service lines, mainline, conduits or sleeves shall be by the " Boring Method" . 14. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights-of-wdy shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: Special Conditions - Permit No. 3500 Page 2 of 5 .t ,t`11 SPECIAL CONDITIONS --PERMIT NO. 3500 --- Coachella Valley Water District --- A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill,.per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 15. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 16. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 17. Access and egress to all local properties shall be maintained at all times. Special Conditions - Permit No. 3500 1 Page 3 of 5 SPECIAL CONDITIONS --PERMIT NO. 3500 --- Coachella Valley Water District --- 18. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved'/4" max medium asphalt concrete as the base course lift and a City approved '/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold - milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of V max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. Special Conditions - Permit No. 3500 Page 4 of 5 SPECIAL CONDITIONS --PERMIT NO. 3500 --- Coachella Valley Water District --- 19. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 20. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street'to deliver street construction materials and/or equipment. 21. This permit allows for the excavation and installation of gravity sewer mainline and manholes on Madison Street from 1,400 feet south of Avenue 54 to Avenue 52 and on Avenue 50 from Jefferson Street, to 1,400 feet west of Jefferson Street, per the approved CVWD's Plans, plan sheets file No. 27083 thru 27103 and 27103A dated 2/27/01, Revision and Addendum No. 6 dated 7/3/01. 22. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time: 23. .The permittee shall submit `AS BUILT' drawing to the City within 5 working days after completion and acceptance of the project. Page 5 of 5 Special Conditions - Permit No. 3500 JAN-28-02 09:37AM FROM-COLICH & SONS OPERATIONS 3102172573 T-660 P.001/002 F-421 Couch & Sons, LP GENERAL. ENGINEERING CONTRACTORS 547 W, 140th STREET GARDENA, CALIFORNIA 90248 TELEPHONE (323)770-2920 facsiiae ti "mitW To: Mr. Raoul Martinez Company: City of La Quinta From: Robbie ZNvick Re: Madison St/Ave. 50 Sewer Main Fax: 760-777-7155 Phone: Date: 1 /28/02 Ref. No. Job No. 2027 CC: File 2027 Cost. Pages: 2 © Urgent X For Review 0 Piece Commem 0 Please Reply Please contact me at 310 261-2818 with any questions. Thank You, Robbie .:wick Project Manager FAX (310)329-1532 TAN-PR-PA02 MON 09:34 TEL: 760-77 7 -7155 NaMF_:I-A OUTNTA PURI TC wnRI(C. P_ 1 c0 Vl Z O h— Q Of CD d t/l O Vl S O V CD 0 Or M ti /i Avenue 52 c+al C3e1I CGAI FZ9il coil H CFe 6> O 1III Tip :Ayt BUDAIC �r1w I DIG x. eE 1 :i?:•Y.•?•1N mmic SfR.:CE 7f .IScc tiJlf I csaI 0361I c "I CMART 'A' spFED tWERT TAPER IMGENT� SP�ro 25 NPH 15d 25: ad t59' 30 WPM 2w w 60. 200 33 WH 2b0' 35- 76 2WI. C6 MPH 1000' 50. 100, WOW Avenue 62. C'g H C19 COACTEEL.Lk VALLEY WAMV-155-MC"t MAM9014 SP. AVE 50 6MVER MAIN TRAFFIC CONTROL PLAN, Madb- St te AV,— 52 G= ®LICH & SONS DIYG.fh?Il77.02 I WALE . Tm mBAALQIBFAmII"GIfiRAm" Dr . v2s/(12 EY': R% SHERrIOil I �6F ifcill i 4c Avemm 60 r •Y TRAFFIC CONTROL, MH 50 TO MH 51 CHAR eaao ixrin tEJt itOFO SPMW YICil�D 2w 30,WH 3w w �um w w ?wUff � sa eb rtrH MW ,CON teoe� mil= go- H C=01 c� M a ,y 1_I Ste CCH &SODS 2WM - wu O I WKUN vim: VM/M M az am loF: ca 'hit, -'Ing 4 V. say? It Of • out; pits O'l ICIT All IT sit - all, Awn it p! gq; 11 %,� I ,, 1 � 110 b WOO O9, ;", ATER. ,. ESTABLISHED IN 1918 AS A PUBLIC AGENCY �ISTRFC COACHELLA VALLEY WATER DISTREICT_... Y POST OFFICE BOX 1058 COACHELLA, CALIFORNIA 92236 TELEPHONE (760) 398-26P&,n4 { DIRECTORS FEREP 8 2002 TELLIS CODEKAS, PRESIDENT THOMAS E. LEVY, GENERAL MAN{�GER-CHIEF ENGINE R RUSSELL KITAHARA, VICE PRESIDENT BERNARDINE SUTTON, SECRETARY JOHN W. McFAODEN January 31, 2002 OWEN McC00K, ASSISTANT GEMERALMANAGER�,V ,�•� JOHN P. POWELL, Jr. REDWINE AND SHERRIL'L,"AYfBfi"NEYSU iF PETER NELSON�A. Is P File: 0710.1811.05 Ted Polich, President Colich and Sons, LP 547 West 140`h Street Gardena, California 90248 Dear Mr. Polich: Subject: Madison Street/Avenue 50 Sewer, Specification No. 2000-33 As you are aware, it has come to the district's attention that your construction site activities have encroached upon private property located at the southeast corner of Avenue 54 and Madison Street. You were notified by the district to remove an elevated water storage tank,. construction debris and related items from the private property at this location. Your forces have relocated the water storage tank and most of the debris. However, it is apparent that the property has been affected by the presence of your construction activities. GC-29, PROTECTION OF PROPERTY, requires, in part, that the contractor preserve and protect property adjacent to the site. Further, the contractor is responsible for damage to any such areas and all costs in connection with repairs and restoration required as a result of such damage. The purpose of this letter is to request that you make arrangements with the property owner to correct the existing condition to the property owner's satisfaction and secure from that property owner a damage release pursuant to the provisions of SC-3, section 3.3, of the specification which in summary permits the district to request damage releases from the contractor as a condition of receiving final payment. The damage release form will be provided by the district. A request for a damage release form for this specific private property is not to be construed to limit the district's request for other such damage releases in addition to those already identified under SC-3, section 3.4, of the specification. If you have any questions please call Thomas Gee, project engineer, extension 365. Yours very. may, Lay Tom Levy General Manager -Chief Engineer cc: City of La Quinta, La Quinta Robert H. Pritchard, The Griffis Group, Inc., Santa Monica BKCJI\eng\san\jan\colich . COACHELLA VALLEY WATER DISTRICT ,.1F@b708T02 10:13am From -WATER DISTRICT/COACHELLA VALLEY +7603983711 T-628 P-01 F-888 YJATFR Z)/5—Ta CI COACHELLA VALLEY WATER DISTRICT Post Office Box 1058 Coachella, California 92236 FACSIMILE TRANSMITTAL INFORMATION SHEET Name C L NDN `.�`_6- tT44 GM-CE Asst. GM Asst. to GM QriDnator File File: io •� . D Firm l+(� D r L 6A {AL), NTI - City L viNiIV Telecopier No. ,() —r-7 I S 5 or Speed Dial No. From Total number of pages sent (including transmittal) Please review and call Per your request For your information Remarks: C. c�4 eAc i laa� '�G5 ( S Authorized by Original. to follow by mail Yes �C No If you do not receive all pages or they are not legible, please call as soon as possible. Telephone (760) 398-2651 Ask for Date Time / e CVwn.133 PPR-R-PROP PPT 1 R! 1 1 TFI : 7FP-777-71 r,S NAMP: 1 0 n] ITNTA PI IRI Tr' P 1 ,-Feb-08,02 10:14am From -WATER DISTRICT/COACHELLA VALLEY +7603983711 T-628 P.02 F-888 /ld- �Zj; ' OOA P00 r Noz �� ( a 7 -] (, DATE: NUCLIAR GAUGE INFORMATION ANO C 1;j9RAT10N OMLY :rANDARO CA11eRg710N NUMbExs COUNTS FROM $kFvZ-s vARWT10N- P£RN:fNf,�H GAUGt X VARIATION FROM GAUGE TY►�gaMP8F.LL MOLi7vR8: MOISTUkE MOISTURE LAST USE MCOEL No: y oe-SrrY: DENSfTY: DElNStIY: INOISTURE: oG DA uNFORraA : N DFNSAY; SOIL, 10 ;, 1 VISUAL CLASSIFICATION OF SOIL MAX. DRY DENSITY, PCF 0 -1 OPTIMUM MOISTURE. ,o -3-7- ° COMPACTION REQUIREMENTS. % i MOISTURE I REQUIREMENTS, GENERAL LOCAVON- f AV G --d TEST NO. READING QUOTIENT/ PCF SOIL ID NO, TEST OEPTH• IN ELEVATION OF TEST MOISTURE CONTENT. WEVORY PERCENT COMMENTS DENSITY, COMPACTION �. PCF its 414 �1-c �... sly M- 0 5"- -7 ej -. ,p 1' 4-; il 1�7..1r1/ �• D- . is 0 z L I l 4- j0 �jp [ c Ic rb, ► 1 1 �(, 1 M- D— g 1 0 / N FL M- 4 /. CA Al A4 xi; E-CHNICIAN; N tlNTS; 1 w it I" T T ULIS COM1'L1 wam PEA FI no,,S COMPACnON PE3 Goer&C E DOES NOT COMPLY MRTi7 ry- : BASE COURSE C - AEIL`-F OP104TESYA71016 �FL-i� i'�� •�� (�SWkOASE O - MOLTRIRE IN EXCESS OP specwCATIONS 5 - SOIL C1040 T E- MOISTURE BELOW SPECIACATMNS 6 . OTHER cco-0-0mrA7 CDT 1 M • 1 a TPI • 7r-M-777-71 SC I.IOMP • 1 0 nI ITIJTO PI IPI Tr' lc G a ,.,Feb-08-02 10:14am From -WATER DISTRICT/COACHELLA VALLEY +7603983711 T-628 P.03/09 F-888 �/ U r� ---- - - - - - - •^----• vv��• i-�v t 1�1fM 1 L�7 1 �J /�� - li�iJ�' le 2 R REPORT NO.: D 7 �0 Z-7 G CLIENT: , v W OATS: � ►RD�ECT: 4 K /.Con ��" ��i ._,� NUCLEAR GAUGE INFORMATION ANO DAILY STANDARD CALIBRATION NUMBERS VAAUITIpN, ►ER jNy +F I CWCE AAJUSTMFa(T G.UTJBRATION COUNTS FROM SHEiT$ GAUGE TYPE; DX PBELL MOISTURE MOt,.'•TURJ!_- MOdRtRi: MOIs:URE MOOEl No.; OfJdSIY: cen3rYY: DE1151TY; 0�►SiiY- SOIL ID Z. COMPACTION F•EQUIREMWrS. % TEST 1 READING NO. VISUAL CLASSIFICATION OF SOIL MAX. DRY DENSITY, PCF / ,� ram'-o % VARIATION FRam LAS7 US? OPTIMUM MOISTURE. % �•v MOISTURE GENERAL LOCATION: REQUIREMENTS, 5`2- QUOTIENT/ PCF SOIL ID NO. TEST DEPTH, IN ELEVATION OF MOISTURE WETIDRY PERCENT COMMENTS TEST CONTENT, OENStTY, COMPACTION PCP 3-~-A M- 'I• 7. rS�v�o �L � . 0 3-1.4 k 3 —A •A . JA p M- -4o T q�"/ lo. D- 7 M- -7-1 R z M- D- Fo'i'T r T> 11 TECHNICIAN_ — IMM 1- 1'!ll A CfiH>.L FEEuL RM N S 3 1 ONS FILL 1••COM/ACTION PERCENTAGE DOES NOT COMPLY WMM :PECUII T,01LS E COVILSE C - RETFST OF PREYIOUS T EST • - bBASE O - IAOLSTuRE IN EECGS.- OF rr ICA-noms 5 - SO+I. C0404 P E- MOLMR9 BELOW SF9CWlGAT)OHS 6 - OTHER G'I=P-P-?fAMP P PT 1 GI: 1 ? TPI : 7FG1-777-71 5c� WOMP: 1 0 ni ITNTO PI IPI Tr I.IfIRKP P 7 Feb-08-02 10:14am From -WATER DISTRICT/COACHELLA VALLEY +7603983711 T-628 P.04/09 F-888 . l.0 1Vt t- A'_, l I U N I Ir5 15 ' s OUR Rf1PORT NO.Z. V ,7 16 1-7 G C7.fENT' v DAT • 2 / PROJECT- �s►,�/ X/ r NUCLEAR GAUGE INFORKATION AND CAa1BRATION DAILY STANDARD COUNTS CALIORATION NUMERS VARIATION, ►ERCEN'T../• GAUGE AO.fuS7MENT % VARIATION FROM FROM SHECIs LAST V5E GAUGE YY POELL MOISTURE MOWTVRL MOISTURE MOISTURE MODEL NO- 1 DENsnyl DENSM: DENSRY: DENSITY: •ROCTOR IMFORMATIOn SOIL 1D N' VISUAL CLASSIFICATION OF SOIL MAX. DRY DENSITY. PCF OPTIMUM MOISTURE. COMPACTION MOISTURE I REQUIREMENTS, GENERAL LOCATION: AVC REQUIREMENTS, % M- . I TEST NO. READING QUOTIENT/ PCF SOIL 10 NO- TEST DEP7N. IN ELEVAY1oN OF TEST MOISTURE CONTENT, WET/gRY DENSITY, PERCENT COMPACTION COMMENTS % PCF .. # 4w "" & .13=..� Z.o 5w �I A. �• 'A � �r Avt n-. G! J z-A C J 1 —7 5-2 if Av, • '4 M- l �• ''lv M bo/ M- D- `/ MMlX75; 1 . Va-m-A-TERLA& OMPLT WRM cAn0a FaL j GDw►ACTION PERcENTACE DOES NOT COMPLr vvym SAccwjr�TbOw 7 BASE COURSE . RETEST OF ►REVXKJS Yfsr woe^s6 0 - MOM7%— v4 EXCFSS OF SPilCiRCAT1QMS 5 - SOIL CDAO" / F-"MOM_PJRE! BELOW SPEC:W-ATIONS 6 - OYN0% FEB-8-2002 FRI 10: 12 TEL: 760-777-71 S5 NAMF:I A 01 ITNTA PI IRI Tr I.InRICA p a Feb-04-02 10:14am from -WATER DISTRICT/COACHELLA VALLEY +7603983711 T-628 P.05/09 F-888 REPORT OF FIELD COMPACTION TESTS n.na_ OUR REYORT NOc l - C1 wll G DATE _Z_41 d� ►ROJECTL�� NUCLEm GAUGE INFORMATION AND DAMY $TANOAAO CAUBRATION NUMBERS VAFUTION. PERCENT.+)- GAUGE ADJUSTMENT `J. VARIAMON FAbm C i1JaRATION COUNTS FROM SHEFn LAST USE GAUGE TYPE % MWPBE" MOISTURE NIOtmml MOM7URF MOMMRE: MODEL NO- a DENStTT: OPJNSRY: mvsn T: Deism: i �RocraN �nrunma uvw SOIL ID VISUAL CLASSIFICATION OF SOIL MAX. DRY DENSITY. PCF OPTIMUM MOISTURE. -z v L COMPACTION RECUIREMENTS. % MOISTURE REQUIREMENTS, GENERAL LOCATION: L REAQING QUOTIENT/ PCF TEST NO SOIL 10 NO. TEST DEPTH. IN ELEVATION OF TEST MOISTURE CONTENT, WET/ORY DENSITY, PCF PERCENT COMPACTION COMMENTS -7. �" M'r -7, Z- A D- `r��r =471f`7i�>♦/r.+�:07/7 S.S�/1/t•�•F. �•�,l'n��f�� MINN --d+_ -r a <_,_ i 4-a_ . L L. I_c: I I '., A'4_ _ l:.-. _ , L 75 — fir . 1194 -7 q, S4 "J- + , .N . —1. a , - 1 Av, tr_v 4 Of I cr— J- z - TE.. 4 COMPLY voTmsiL &F,U.7TOM.L ` FILL COMPACTION Pp,CEWAGE DOES NOT COMPLY VgM SPEcu?)CAMOM } E t.CVFGC F�TEST O/ •7gMpyS TEST 4 r SUOBaBE O w L4047URE IN F.XCQS OF SPECWVCATtON5 5 • SOILCEME]NY E- MOIStl,aSBELOwSPEUFIGAYtONS nYMD, . FEB-8-2002 FRI 10:13 TEL:760-777-7155 NAMF:I A 01ITNTA PI RI Tr I.InRICR P Feb-08-02 10:15am From -WATER DISTRICT/COACHELLA VALLEY +7603983711 T-628 P.06/09 F-888 ^)n00 3,3 REPORT OF FIELD COMPACTION TESTS ouR REYOR! HOa% l� Z -7( dJEJ1T: . 6 , OATS -? • -! �� i - rRD.IECt: 4 / Sv+N • 2 NUCLEAR GAUGE INFORMATION AND DAILY STANDARD CALIBRATION NUMB= VARIATION, rE XLNT.+/- QAUOE ADJUSTMOiT I % VAIIwnom FRQp CAUSRATION COLFlrts FILCM41CHESTS LAST USE 41auG6 TYPE:-: MOISTURL, Mp>• rim MOWMAL, MOISTURE MODEL NOs -T I PTAsr'Y: OENSRY: DENSITY: O@NsTI: SOIL ID 0 VISUAL CLASSIFICATION OF SOIL MAX. DRY DENSITY, PCF OPTIMUM MOISTURE. °/q - 3 L>i_O /3 -r COMPACTION REQUIREMENTS, % MOISTURE REQUIREMENTS, I GENERAL LOCATION: SOIL ID N0. TEST DEPTH, IN ELEVATIQN OF TEST MOISTURE CONTENT, x WET/DRY DENSITY, PCF PERCENT COMPACTION COMMENTS TEST N0. READING QUOTIENT! PCF M— ,. E , A �� •% D— tl4l I<-7 _L_ _ c-L _ 1 — / A.. �, -7.z�A a v Al <� n . . SOIL Q__ . . 6 . OTKM PPP!-A-PRRP PPT 1 R: 17 TPI : 7FGI-777-71 Sri NAME: 1 0 nI ITNTA PI IRI T(' I.IrIPIlP _ Feb-08-02 10:15am From -WATER DISTRICT/COACHELLA VALLEY +.76039837.11 T-628 P.07/09 F-888 �- • ..�W6— REPORT OF FIELD COMPACTION TESTS d . SZ3 I DIJR RETORT NO. -9 I 3 — 1,4z76 CUEKY: Y �.J DATE Z Q Z PROJECT: G- ✓ �,j f i P2 NUCV_.A GAUGE INFORMATION AND PAILY STANDARD CALIBRATION HIMBEM VARLATION, McOff, +I GAUGE ADJUSTMENT % VAAMATION FROM r~ SAAT10N COUNTS FROM SHEM LAST USE GAUGE TYPE DxDWLWPBgLL MolsTuftk MOI57URE MOISTURE MOISTURE mQDEtNOJ , 7 J 0 DENSITY: DENSITY: DENSfh: DENSITY: SOIL IA VISUAL CLASSIFICATION OF SOIL MAX, DRY DENSITY, PCF OPTIMUM MOISTURE. o COMPACTION MOISTURE GENERAL LOCATION: ECUIREMENTS, %v 9 D REQUIREMENTS. A. '=5T REAPING QUOTIENT! SOIL TEST ELEVATION MOISTURE WET/DRY PERCENT COMMENTS PCF 10 NO. DEPTH. IN OF TEST CONTENT, DENSITY. COMPACTION h0 ti P.CF M ` // �T • � �I V ,/u t4. T�. 9•y li q. �7z.3 �--k D- f " n �" I �'- T1:CtiNlCL4N MMElfTS: I r A A Er ULTS GDM►ti wffM 5 FIGATYOi+t. tj FILL B-CDMPACTION T¢IC2XTA4XE DOES NOT COMPLY wfffl.^KC3FTCATIONs 7 - COVStSE C - RET=T OF PREVIOUS TEST - SrUBgjLSE U D - MOIETRf; IN OKCE= OF SP£CIFICAT30NS FFR-R-PiARP FRT 1 Gt: 1 TFI : 7rM-777-71 Sc MOWN A nI ITtJTA PI IRI Tr unQICP P 7 ss d bAdUM Jl 181 1d dlNlnt7 tin :3WUN SStiL-LLL-09L : n31 bZ :0ti I i 200Z-8-mJ ' SN041v-,jwcuads rooms 3uni.3iovt -3 TROLLY-juss3as :I* Sma.,G rn xdnimovt « a 1K�wi77 -Itos • S � ` 3s nwn: - • 6 1=, snot%Msd 301S3LTd " ] mno] 3 sNOu.' VUt03aS81twt.tld OOZ lQN 3300 5lvtK3.7t3Ld K0=VA +o2- TMXZ � "A FF tw�tii d u AIaw S inswu b'IJINH7� z s ti �� = -��-- � -a 1 0 06 JI V(/ ) Zak _ 7 L h b 6 I f$ yy - -- r,' b 11/ �' Tl /,h -a v I 5�7 _W v V 7 / ( v � 1�'Z Z•� vq +10Z �— 7- c. �. J, z s. ► -z j 0 o '-r Z ' W t- -d L :0d Y. A.LISN30 '.LNgIN0] i j3 I I 'ON 9NIOd3eI i53 � s1N3ww0o 1N30434 AUOl�3M 3tnslOW NOLLVA313 IS3A 1IOs ,tNMionNOtl]tldW0 D •, 's�N�w�alna3ti Q-°�°'s.LN3w3a1nos ;NOLMV 01WH3N30 I 3unisI0W N011.OddLVC�) e— % •31MISIOW WnWtld0 30d'ALISN3d AUG •XVW iiOS dO N0t1V0Id1SSV-1:) 1dnSIA rr OI 110S NpI1tlWyPiwi- 011 l�n,: 4t1s►r3tl AAJSN30 =ALsrldO =lySNiO (! £�i� -ON-300 + 3t mmaw 3vnLPOW 3UnL510w 3yn SI0W -mqd x 3dAl 5nn fO NOLLlUef7YJ asn iAvi umms vioul sLmn0] ONY NOiAVWa03Ni gDnvm 1 VTU.)nN woFld NOLLtl1WA % 11 misnfCv 39nvD i+'iN37tfdd 'NOtl'v7I,vA SY emm mQuvvgrrrS auVONv.Ls ll VQ C7- 1 LV ' ON tMP�3N Yf1� S1S31 NOLLOVdIN00 Q`131::1 30 J_'d0d3S 888-d 60/80'd M-1 I118868081t A311VA V113HOV00/101a1S10 N31VM-WOJI 111e91:01 Z0-80-qed �l KI U' VW I fk1 P�W�ti '��jCJliO THE GRIFFIN GROUP, INC. a Mery Griffin company Robert H. Pritchard, Jr., Esq. January 25, 2002 k FEB 12 2002 4 Colich & Sons. 547 West Wth Street Gardena, CA 90248 Re: Madison Street Sewer Installation Ladies and Gentlemen: I am writing to you on behalf of Mr. Mery Griffin, whose holdings in La Quinta include 80 acres of land bordered by Madison Street, running from 54th Avenue to the Greg Norman golf course. Mr. Griffin and his property have suffered immeasurable damage as a result of your misconduct, and immediate action must be taken to cease further harms, to remedy this situation in its entirety, and to compensate Mr. Griffin for the aggravation and injury that he continues to endure daily. In carrying out your work on the La Quinta sewer line project, your trespass onto Mr. Griffin's property, both by driving vehicles across the land and by storing vehicles, machinery and equipment on the property both day and night, has caused an unsightly condition and has resulted in the creation of two dirt roads that lie well within Mr. Griffin's property line. To further exacerbate this blatant violation of Mr. Griffin's property rights, you appear to have undertaken a course of extensive defoliation of the area, and as a result a number of trees on Mr. Griffin's property have been severely cut back and much vegetation has been removed. In addition to the physical damage directly caused to Mr. Griffin's property as a result of your company's illegal trespass, your clearing of vegetation has resulted in a tremendous dust problem that affects both Mr. Griffin's residence and lands as well as surrounding properties. Mr. Griffin has taken care to maintain the vegetation on his property, in part to prevent the infiltration of dust that he is now suffering due to your actions. We have taken photographs of the vast amounts of dust that now migrate throughout the area on even mildly windy days, and the pictures show clearly the extent of the dust that is being stirred up from the edge of Mr. Griffin's land. In addition to the inconvenience and damage that is daily being wrought on Mr. Griffin's property as a result of this permeation of dust, we have been informed that your actions may expose Mr. Griffin to liability as a result of the dust that now spreads from his property to the surrounding community. The conditions that you have caused violate applicable dust control regulations (La Quinta's Fugitive Dust Control Ordinance and the South Coast Air Quality Management District Rules), and fines to the property owner 3000 31ST STREET, SANTA MONICA, CALIFORNIA 90405 • (310) 664-3000 • FAX (310) 664-3001 Colich & Sons January 25, 2002 , Page 2 may ensue. We intend to seek indemnification from you for any damages that may be assessed upon Mr. Griffin as a result of these conditions. Your company's closure and/or blockage of 54t' Avenue without notice has also caused significant inconvenience to Mr. Griffin and his guests. This thoroughfare serves as a main route to Mr. GrifFin's residence, and the manner in which your company has blocked access to the property has made this situation even more unbearable. Mr. Griffin and his guests have been treated with unnecessary rudeness by your staff, and in one case a crane was directed to physically place a pipeline onto the roadway in response to an inquiry. from a family member seeking access to Mr. Griffin's land. We certainly expect that these types of actions are not condoned by your company, and that treatment of pedestrians and vehicles will improve significantly in the very near future. Please contact my office immediately to discuss these issues and the manner in which you intend to rectify the damages that Mr. Griffin has suffered. In the meantime, we demand that any encroachments onto Mr. Griffin's land, by person or property, cease at once. It is our understanding that your contract with the Coachella Water District prevents you from receiving funding until Mr. Griffin has delivered a release relating to the impact of your work on his property. I trust that you understand that we are in no position to deliver any such documentation on the basis of your company's actions to date or the conditions as they currently exist. Please be advised that we are investigating all legal recourse available as a result of your actions, and that we are in contact with both the Coachella Valley Water District and the City of LaQuinta to secure their assistance in this matter. in r ly, cc: Mr. Mery Griffin L. Cohen Speer (City of La Quinta) S. Robbins (Coachella Valley Water District) D. Parks (Coachella Valley Water District) 1`6708-02 10:16am From -WATER DISTRICT/COACHELLA VALLEY +7603983711 T-628 P.09/09 F-888 REPORT OF FIELD COMPACTION TESTS OUR AEPQRT no +�+ 2— G c�uFxry DAYS Z PAI. FCT: NVGLEAA GAUGE WFORMATION AND DARY STANDARD L WDRATION NUMBERS VARWTION. PMCFNT,fh GAUGE ADJUSTMENT % VARIATION FRO+ CALIBRATION COUNTS FROM SNESTS LA.4T USE G%.UCE TY O "ELL MVISTU E: MOISTVRL MOtSTUAL• MOISYURQ moo" NO_ DENSITY: DEwsny: DENSITY: DENSITY: SOIL ID X VISUAL CLASSIFICATION OF SOIL MAX. DRY DENSITY, PCF OPTIMUM MOISTURE. COMPACTION MOISTURE GENERAL LOCATION: P.EQUIRFMENTS. % Y•T� REQUIREMENTS, ► r/'rIL TEST READING OUOTIENTI SOIL TEST ELEVATION MOISTURE WEY/DRY PERCENT COMMENTS N0. PCF IP NO. DEPTH. IN OF TEST CONTENT. DENSITY. COMPACTION 'C PCF M- ell M_ 1I"rIt D_ C. Z 1 ,l .T . Z ) q - -7 -z I I ; . M- D- TECMNI=N M,a EKiSi I - ► • A Ei4AL. LT5 GOMVLY. M NS �3 cv-11RE'S40- t•OtCFXTACE DOES *Ur COMPLY VirrH SY£C ICAYlDNS Raab cownE G P.01MY OF ►tQ'W= TEST s - subRASE D MOB W EXC6S pF S►£C214CATIONS FFR-R-?GIGI?� FRT^ 1 GI: 14 �TFI : 7FR-777-71 SS NAME: I A 01 ITNTA PI IRI Tf' wnPklR ''• \ ��I`11t�1' O From Steve Speer 311102 Raoul/Elden, Don Parks w/CVWD called bock a second time to report his discussion with their inspector on the Colich project Don ask that we report all unsatisfactory compliance issues regarding Colich's performance to Juan Jimenez, the CVWD Inspector, so the District is keep in the loop. Juan and his inspection supervisors have been informed of the need to be cooperative and helpful in attending to our compliance issues sfdFot-mwpd JUL-11-02 12:30 Office: (323) 770-2920 To: Mr. Elden Smith FROM-COLICH & SONS OPERATIONS 3102172573 Colich & Sons, L.P. General Engineering Contractor 547 West 14e Street Gardena, CA 90248 Fax: (310) 329-1532 Pages (incl. cover): 4 Hard Copy to Follow: Yes ❑ No Upon Request ❑ Facsimile Cover Sheet T-002 P.001/004 F-464 Company: Ci of La Quinta Fay: 760-777-7175 From: Tom Bensfield Date: 7/11/2,002 Subject: Detour Plans for Capping,on Monday, 7115/02 Elden, These are the traffic plans previously submitted. They will work for the capping too. If you have any questions, please contact me at 323-770-2920, ext. 233. Thank you Tom Bensfield 07-11-02 12:34 RECEIVED FROM:3102172573 P-01 Z6'd SLSZLTZOTE:WOHJ Q3AI3332i VS:ZT ZO-TT-LO x x II ft I� I I I f i lel l I II II Q r QI I z�-- t I I bl � t 1 I I t4 I 1 � I I f IQ 1 I I �T I I i f4 1 v eU!l "eW r m C m i� Match Line A Jefferson St. �I 4 Cn n b � l I� O O r cn 0 X V9V-d VOO/ZOO'd Z00-1 £L9ZLIZOI£ SNOIiYdBd0 SNOS 7 H01100-00H 0£:Zl ZO-Il-lflf JUL-11-02 12:30 FROWCOLICH & SONS OPERATIONS/102172573 T-002 P.003/004 F-464 07-11-02 12:35 RECEIVED FROM:3102172573 P-93 i___ Oct-1B-01 10:07am FroIrWATER DISTRICT/COACIELLA VALLEY +1603993711 T-066 P.01 F-194 f NOTE: With proper validation this form constitutes an encroachment permit CITY OF LA OUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction -0 public or private curbs, driveways, pavements, sidewalks, perking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE 7/13 /01 Subdivision Improvement Permit— Class III Mor Permit LOCATION OF CONSTRUCTION MADISON STREET 1400 FT SOUTH OF AVENUE 54 TOnAVE 521asslV AVE 50 FROM JEFFERSOU STREET TO 1400 FT WEST OF JEFFERSON STREET (Street address or Oesc(lption of L=tion) PURPOSE OF CONSTRUCTION INSTALL AND MAINTAIN SEWER MAIN A 4WA6 APPU2TENANCES %k (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION SEWER MAINS AND MANHOLES SEE ATTACHED SPECIAL CONDITIONS DIMENSION OF INSTALLATION OR REMOVAL. 7,500 1.f. SIZE OF EXCAVATION, IF HEEDED 6 feet APPROXIMATE TIME WH£I\ WORK WILL BEGIN 9/01/01 APPROXIMATE TIME OF COMPLETION_ 12/01/01 ESTIMATED CONSTRUCTION COST $ — 1.500.00.00 (Including removal of all obst•uction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the grant ng of this permit, the applicant hereby agrees to: ( t E � f NOV 0 5 2001. Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all panaltias, liabilities or foss resulting from claims or court action and arising out of any accident, loss or damage to perons or property happening or occurring as i 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 witn ell applicable City Ordinances, the terms and conditions. of the W;rmit and all applicable rules and regulations of the City of L.a Quinta and to pay for any additional replacement necessary as the resuh of this LA rTI4 �f�v S WG,3 ,0 1 n WIAP�PlicAnI.,' gent Name of Applicant (please print) Business Address Telephone Colich & Sons, L.P. Bruce Poppin 323/770-2920 Nd. ame of Contractor and Job Foreman Business Address Telephone No. 783522 6577 Contractor's License No. City Business License No. Workers comp - State Compensation Insurance Fund 1581691-01 Applicant's Insurance Compan Policy Number FEES: Subdivision Improvement Permit —Class III Public improvemerts: 3%of estimated construction costs Private improvements: 3%of estimated construction costs Minor Improvement Permit -- Class 1V: See attached schedule Inspection Fee ,Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. $_ n 0 c 0.00 Received by Date Recorded by 3500 PERMIT VALIDATION PERMIT NO. DATE APPROVED 7/23/Ol EXPIRATIONDATE 17/30/O1 DATE ISSUED 7/23/01 By� a Ad min istrati uthority Telephone: (760) 777-7075 *REF. JORO. 040 DATEACCOUNTS OB PAYABLE MATERIAL SUB. DISC. RETEN ACCOUNTS `^ CONTRACT OR TION PAYABLE CHECK DATE INVOICE NO. AMOUNT OAT E INVOICE NO. ACCT. BALANCE AMOUNT I AMOUNT DATE INvoICE No. AMOUNT COLICH & SONS, L.P. 547 WEST 140th STREET GARDENA, CALIFORNIA 90248-1509 (323) 770.2920 0 2001 L.^ -ITv olz zA dIJf TA 2 ce — 69 4 L* qw NAME COUCH & SONS, L.P. GARDENA, CA 90248-1509 16-66/1220 0562 OCT.29. YR-M-aL Y THREE THOUSAND & 00/100 ************************ DOLLARS$ "O.O___-0____ CITY OF LA QUINTA TO THE ORDER OF BANK OF AMERICA _ Long Beach CBG #1457 150 LONG BEACH BLVD. LONG BEACH, CA 90802 11'00056 211' 1: 1 220006611: 14579,-103 265us 0 I JL-11-02 12:31 FROM-COLICH & SONS OPERATIONS 3102172573 T-002 P.004/004 F-464 m I I 1 I � I I � 14 N I I I ,9 I � s I I I I I . I I � I l I Q I I I 1 s 713 )7-11-02 12:35 RECEIVED FROM:3102172573 P-04 J City of La Quinta - Public Works/Engineering 78-495 Calle Tampico La Quinta, CA 92253 (760) 777-7047 FAX TRANSMITTAL DATE: March 18, 2003 TO: Thomas R..Bensfield, Vice President FAX #: (310) 329-1532 PROJECT NAME: Madison Street/Ave. 50 PROJECT DESCRIPTION: City of 1-uinta, Permit #3500, Pr ect Release kx , The City of La Quinta, Public Works Department is unable to sign and release the "Damage Release" from CVWD as their are still items outstanding on the attached punchlist dated August 15, 2002. This information was forwarded to CVWD on September 23, 2002 and faxed to Colich & Sons on the following day. Once all the items .have been addressed, the Public Works Department will inspect and then proceed with the release of this project. If there are any questions, please call me at (760) 777-7047 or Senior Engineer John Freeland at (760) 777-7045... Thank you, Raoul Martinez /2�/6► Assistant Engineer 11 FA P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 September 23, 2002 Tom Levy, Chief Engineer/General Manager Coachella Valley Water District P.O. Box 1058 Coachella, CA 92236 (760) 777-7000 FAX (760) 777-7101 ' Subject: Official Preliminary Punchlist - (1") Reference: Avenue 50/Madison Street Sewer Line - CLQ Permit #3500 Dear Mr. Levy: Please find enclosed the Official Preliminary Punchlist. All items, 6 in total on sheet 2 of the punch list must be complete before engineering staff will recommend this work to the City Engineer for acceptance. The punchlist denotes the items that have not been addressed and/or completed. All information provided on the this first punchlist is shown in bold for clarity. Please feel free to contact me at (760) 777-7047 if I can be of any further assistance. Sincerely, 1 Raoul Martinez Assistant Engineer II RM/rm cc: Tim Jonasson, Public Works Director/City Engineer Steve Speer, Assistant City Engineer John Freeland, Senior Engineer File - Permit #3500 T:\P WDEPT\STAFF\Martinez\Construction\Tracts\Punchlistletters\cvwdpunchlist.wpd IZ nL4-W DEPARTMENT OF PUBLIC WORKS OFFICIAL PRELIMINARY PUNCHLIST . Permit Number: 3500 Contractor: Colich & Sons Date: August 15, 2002 Introduction This is the Official Preliminary Punchlist for Encroachment Permit #3500 issued on behalf of Coachella Valley Water District to Colich & Sons. It should be noted, however, it is preliminary in the sense that new items can be added as needed if city staff becomes aware of additional deficiencies after its issuance. Having noted that exception, however, this punchlist does represent a complete review of the project by city engineering staff as of the date the punchlist was issued; it is good for sixty (60) days. If the deficiencies noted on this punchlist are not completed within 60-days city engineering staff will make a complete review of the project again. 2. The Construction Division of the Public Works/Engineering Department, and its administrative staff, are the City's representative in the field. Completion of improvements to the satisfaction of the Senior Engineer and its administrative staff does not mean the improvements are accepted; it means the Senior Engineer is willing to make a recommendation to the City Engineer that the improvements are satisfactorily completed. The City Engineer has the ultimate decision authority with respect to deciding whether the improvements associated with this encroachment permit are satisfactorily completed and worthy of acceptance. 3. Typically, new deficiency items are added to the punchlist because a member of the general public has pointed out a deficiency and city staff concurs that correcting the deficiency is 'a valid responsibility of the contractor. Whenever new deficiency items are added to the Official Preliminary Purchlist, it is done so by amending the punchlist. T:\PWDEPT\STAFF\Martinez\Tracts\Tract Form s\punchIistofficial.wpd Page 1 of 2 OFFICIAL PRELIMINARY PUNCHLIST ENCROACHMENT PERMIT #3500 ALL ITEMS LISTED SHALL BE ADDRESSED PRIOR TO SECOND REQUEST FOR A WALK THROUGH. Specific Items MADISON STREET SOUTH OF AVE. 54 - SOUTHBOUND LANES 1. Paint missing thru arrow, #1 lane approximately 100' from intersection 2. Paint missing thru arrow, #1 lane at Laurels entrance to PGA West MADISON STREET SOUTH OF AVE. 54 - NORTHBOUND LANES 1. Paint missing thru arrow, #1 lane at Laurels entrance to PGA West 2. Paint missing left turn arrow, #1 lane at intersection 3. Paint missing right turn arrow, #2 lane at intersection 4. Paint missing "STOP", #2 lane at intersection T:\PWDEPT\STAFF\Martinez\Tracts\Tract Forms\punchlistofficial.wpd Page 2 of 2 SENDING CONFIRMATION DATE MAR-19-2003 WED 14:12 NAME TEL PHONE 93983711 PAGES 9/9 START TIME MAR-19 14:09 ELAPSED TIME 02'33" MODE ECM RESULTS OK FIRST PAGE OF RECENT DOCUMENT TRANSMITTED... CITY OF LA QUINT -A PUBLIC WORKSIE NO I NEER TNr 79-495 CALLr TAMPICO LA QUJNTA, CA 92253 FACRIMILETRANSMITTAL 8HHWr &0 7(A)-r/7-7075 760-777-711.i XURGH.T (kVO. MWIS17 0 PFR YOUR KWILIB."' 0 PLMASU narL)' ❑ Pl. Rg RL+CY= -TITTUS of 'r��(.7tcn'—:- rl0op- r,,L,.4! 1... R9R 1.1. ?.w Q111-A, I.XL1101NIA -7253 J-3/ Pf! p 14),91 a f' �L17 q CITY OF LA' QUINTA PUBLIC WORKS/ENGINEERING 78-495 CALLE TAMPICO LA QUINTA, CA 92253 FACSIMILE TRANSMITTAL SHEET TO:,�- . FROM: � ,I 0 �-A,,)V fla�'rMlD MEE �0vl L COMPANY: ) p-�. DATE: yV YV.1J ��GI/� FAX NUMBER: TOTAL NO. OF'PAGES INCLUDING COVER q 3�P� 37 f i PHONE NUMBER: SENDER'S PHONE NUMBER: 760-777-7075 RE: SENDER'S FAX NUMBER: MAn ISM,.\ s� �A v6 760-777-7155 XURGENT OFOR REVIEW ❑ PER YOUR REQUEST ❑ PLEASE REPLY ❑ PLEASE RECYCLE NOTES/COMMENTS: 1��% S �]f�l l�- L6_l ,"rw:_C�I I tj MAILING ADDRESS: P.O. BOX 1504 . LA QUINTA, CALIFORNIA 922.53 SENDING CONFIRMATION DATE MAR-18-2003 TUE 15:49 NAME • TEL PHONE s 913103291532 PAGES s 8/8 START TIME : MAR-18 15:46 ELAPSED TIME s 02' 16" MODE : ECM RESULTS = OK FIRST PAGE OF RECENT DOCUMENT TRANSMITTED... wV City of La Quints Public Works/Engineering 78-495 Calle Tampico La Quinta, CA 92253 (760) 777-7047 FAX TRANSMITTAL DATE: March 18, 200 TO: Thomas R. Bensfield, Vice President FAX #: (310) 323-1532 PROJECT NAME: Madison Strer.t/Ava. 50 Snwar Meln PROJECT DESCRIPTION; City of La Ouinta, Permit #3500, Project Releaso The City of La Quinta, Public Works Department is unable to sign and release the "Damage Release" from CVWD as their are still items outstanding on the attached punchlist dated August 15, 2002. This information was forwarded to CVWD on September 23, 2002 and faxed to Colich & Sons on the following day. Once all the items have been addressed. the Public Works Department will i inspect and then proceed with the release of this project. If there are any questions, please call me at (760) 777-7047 or Senior I Engineer John Freeland at (760)-777-7045. Thank you, i Raoul Martinez A, Assistant Engineer 11 I 0 fit.,r�, P.O. Box 1504 *174 78-49.5 CALLE TAMPICO Shi�ipgBrighter Than Ever LA QUINTA, CALIFORNIA 92253 September 23, 2002 Tom Levy, Chief Engineer/General Manager Coachella Valley Water District P.O. Box 1058 Coachella, CA 92236 (760) 777-7000 FAX (760) 777-7101 Subject: Official Preliminary Punchlist - (1't) Reference: Avenue 50/Madison Street Sewer Line - CLQ Permit #3500 Dear Mr. Levy: Please find enclosed the Official Preliminary Punchlist. All items, 6 in total on sheet 2 of the punch list.must be complete before engineering staff will recommend this work to the City Engineer for acceptance. The punchlist denotes the items that have not been addressed and/or completed. All information provided on the this first punchlist is shown in bold for clarity. Please feel free to contact me at (760) 777-7047 if I can be of any further assistance Sincerely, Raoul Martinez Assistant Engineer II RM/rm cc: Tim Jonasson, Public Works Director/City Engineer Steve Speer, Assistant City Engineer John Freeland, Senior, Engineer CF_ile --Permit-#3500j T:\P W DEPT \STAFF\Martinez\Tracts\Punchl istletters\cvwdpunchl ist. wpd T4ht 4 lwQurxrw DEPARTMENT. OF PUBLIC WORKS OFFICIAL PRELIMINARY PUNCHLIST . Permit Number: 3500 Contractor: Colich & Sons Date: August 15, 2002 Introduction 1. This is the Official Preliminary Punchlist for Encroachment Permit #3500 issued on behalf of Coachella Valley. Water District to Colich. & Sons. It should be noted, however, it is preliminary in the sense that new items can be added as needed if city staff becomes aware of additional deficiencies after its issuance. Having noted that exception, however, this punchlist does represent a complete review of the project by city engineering staff as of the date the punchlist was - issued; it is. good for sixty (60) days-. If the deficiencies noted on this punchlist are not completed within.60-days city engineering staff will make a complete review of the project again, 2. The Construction Division of. the Public Works/Engineering Department, and its administrative staff, are the City's representative in the field. Completion of improvements to the satisfaction of the Senior Engineer and its administrative staff does not mean the improvements are accepted; it means the Senior Engineer is willing to make a recommendation to the City Engineer that the improvements are satisfactorily completed. The City Engineer has the ultimate decision authority with respect to deciding whether the improvements associated with this encroachment permit are satisfactorily completed and worthy of acceptance. 3. Typically, new deficiency items are added to the punchlist because a .Member of the general public has pointed out a deficiency and city staff concurs that correcting the deficiency is a valid responsibility of the contractor; Whenever new deficiency items are added to the Official. Preliminary Punchlist, it is done so by' amending the punchlist. T:\PWDEPT\STAFFWtartinez\Tracts\Tract Forrns\punchlistofficial.wpd Page 1 of 2 OFFICIAL PRELIMINARY PUNCHLIST ENCROACHMENT PERMIT #3500 ALL ITEMS LISTED SHALL BE ADDRESSED PRIOR TO SECOND REQUEST FOR A WALK THROUGH. Specific Items MADISON STREET SOUTH OF AVE. 54 - SOUTHBOUND LANES 1. Paint missing thru arrow, #1 lane approximately 100' from intersection 2. Paint missing thru arrow, #1 lane at Laurels entrance to PGA West MADISON STREET SOUTH OF AVE. 54 - NORTHBOUND. LANES 1. Paint missing thru arrow, #1 lane at Laurels entrance_to PGA West 2. Paint missing left turn arrow, #1 lane at intersection 3. Paint missing right turn arrow, #2 lane. at intersection 4. Paint missing "STOP", #2 lane at intersection R T:\PWDEPT\STAFF\Martinez\Tracts\Tract Forms\punchlistofficialmpd Page 2 of 2 From Steve Speer 1114102 Raoul, RE Colich d Sons, Permit #3500 Tom Benson has requested that we issue a letter (or form if we have one) thot indicates they have completed all requirements of the permit. CVWD will not release their retention until CVWD receives confirmation acknowledging the work has been satifactorily completed. I informed Tom Benson when he called, that I am aware of a driveway problem on the north side of Ave 50 (in Indio) and we would no t issue a le tter un til we and con versed with Indio regarding the matter. I said we would sent the acknowledgement via US Mail with an advance fox copy to 310-329-2846. Would you please handle this It appears CVWD has take a step in the right direction and wants to be a good local agency and work cooperatively. c: .John Freeland , IO.Wpd CITY OF LA QUINTA PUBLIC WORKS/ENGINEERING 78-495 CALLE TAMPICO LA QUINTA, CA 92253 FACSIMILE TRANSMITTAL SHEET TO: FROM: COMPANY: DATE: . , � FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: -39,6 -571 / PHONE NUMBER: SENDER'S PHONE NUMBER: 398-Z�sl x35�� 17-7-7DI- RE: SENDER'S FAX NUMBER: A,16 �b SCw1�- Lf,,-IC760-777-7155 URGENT ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE NOTES/COMMENTS: -7�k 4-qL- MAILING ADDRESS: P.O. BOX 1504 LA QUINTA,, CALIFORNIA 92253 SENDING CONFIRMATION DATE JAN-27-2003 MON 09:40 NAME TEL PHONE 93983711 PAGES = 5/5 START TIME JAN-27 09:38 ELAPSED TIME = 01'28" MODE ECM RESULTS OK FIRST PAGE OF RECENT DOCUMENT TRANSMITTED... CITY OF LA QUINTA PUBLIC WQKK5/CNrINF.FRINC 78.495 CALLS TAMPICO L" QUINTA, CA 97753 FACSIMILE TRANSMITTAL STWET TO: WMPAM. SUNVE., P.111clz rqwR -7 -7-7 - A vc; rU L L. 6. lq/YKGFNT OVORREVMW 0111-LASLWKNT Opi.rASEREPLY LJ PLEASE KECYCLr. L-Wr 0, y A TErH MAKING P.0. %EJX 1!04 LA QUINTA, lj4LIV41XN1A 0.253 DATE : NAME • TEL SENDING CONFIRMATION NOV-5-2002 TUE 09:48 PHONE PAGES START TIME ELAPSED TIME MODE RESULTS 913103292846 4/4 NOV-05 09:46 011031, ECM OK FIRST PAGE OF RECENT DOCUMENT TRANSMITTED... Public Works/Engineering Department 78-495 CaUc Tampico La Quinta, CA 92253 (760) 777-705 PAX (760) 777-7155 FACSIMILE TRANSMITTAL To: fn t-A :El,SF J FAX No; From:.. Date: L- t4A#C+W--Z F&X No. (701777-7 .55 . ..... Page. 1 of C,)Mmtn(s:- 56 If you did a. . I recelve oil page: of this duc.0 went, please cal, (760) 777- ADD§ESS P.O. BOX 1504 L.A QLTTNfA. CALJFIRNIA, 2Q11— 92253 Tvy 4 �,QurMrw Public Works/Engineering Department 78-495 Calle Tampico La Quinta, CA 92253 (760) 777-7075 FAX (760) 777-7155 FACSIMILE TRANSMITTAL To: T M �✓Er•lso �.1 FAX No: -a (b - .'iL 9 -264-& From: V-AtbW1 A C.-rWE'Z FAX No. (760) 777-7155 Date: 1 S 2 Page 1 of q` Comments: If you did not receive all pages of this document, please call (760) 777- MAILING ADDRESS -P.O. BOX 1504 LA QUINTA, CALIFORNIA 92253 T:\PWDEPTNDOCS\FORMS\FAXCOVRI.WPD r. PROJECT/DIN NO. CVAW INSPECTOR: Permit No. 550o Plan Set No. DESCRIPTIONOF / / / r / v � w - - ' / r DEFICIENCY NOTICE• • NO: REASON: •' WORKNOTICE ISSUED: • • REASON: T:V VVDeptNa=%Fom sW111.7ds INSPECTION CHECK LIST GRADING: ROUGH GRADE FINISH GRADE []PAD CERTIFICATIONS STREET IMP.: []C & G []SUB -GRADE BASE []A/C PAVING , []STRIPING[]TRAFFIC SIGNAL WATER IMP.: MAINS []SERVICES \ COMPACTION SEWER IMP.: MAINS LATERALS STRUCTURES []COMPACTION STORM DRAIN: MAINS STRUCTURES []COMPACTION DRY UTILITIES: []CONDUITS []STRUCTURES _ LANDSCAPE: []MEDIANS []PERIMETER NPDES: BMPs ARE THE FOLLOWING BMPs IN PLACE? N/R TEMPORARY SOIL STABILIZATION N/R TEMPORARY SEDIMENT CONTROL N/R WINUEROSION CONTROL N/R TRACKING CONTROL N/R HWASTE NON -STORM WATER MANAGEMENT N/R MANAGEMENT & MATERIALS POLLUTION CONTROL F111 ads PROJECT/DIN NO. 1!t//'A/.p Permit No. JU400 Plan Set No. INSPECTOR' DATE DESCRIPTION OF ITEMS INSPECTED all S�u %2Fiur- f / 9--do Z cS,0 , G�DiI/�/ /c,it•� :.�Fimi�r�..Z e� .l�yc. ct utnG7rt,�»�- DEFICIENCY NOTICE ISSUED: DATE: YES: NO: REASON: STOP WORK NOTICE ISSUED: DATE: YES: NO: REASON: T:PWDepr0ocs%Fomis1F111 As INSPECTION CHECK LIST GRADING: ROUGH GRADE []FINISH GRADE . PAD CERTIFICATIONS. STREET IMP.: []C.B G SUB -GRADE BASE []A/C PAVING []STRIPING []TRAFFIC SIGNAL WATER IMP.: MAINS SERVICES COMPACTION SEWER IMP.: �IIAINS LATERALS STRUCTURES COMPACTION STORM DRAIN: MAINS i STRUCTURES COMPACTION DRY UTILITIES: CONDUITS STRUCTURES LANDSCAPE:MEDIANS PERIMETER NPDES: BMPs ARE THE FOLLOWING BMPs IN PLACE? N/R TEMPORARY SOIL STABILIZATION N/R TEMPORARY SEDIMENT CONTROL N/R WIND EROSION CONTROL N/R TRACKING CONTROL N/R UWASTE NON -STORM WATER MANAGEMENT' - N/R MANAGEMENT & MATERIALS POLLUTION CONTROL F111 ads . PROJECT/DIN NO. INSPECTOR: 29- "grni714 Permit No. -55M Plan Set No. DESCRIPTION OF AM OVA , � I / ' / M2 i M /% / iDEFICIENCY NOTICE• NO: REASON: •• WORK NOTICED• • REASON: T:VNM) tVD=TcrrnsT111.bs INSPECTION CHECK LIST GRADING: ROUGH GRADE FINISH GRADE PAD CERTIFICATIONS STREET IMP.: []C & G SUB -GRADE BASE., []A/C PAVING • []STRIPING[]TRAFFIC SIGNAL WATER IMP.: MAINS '[]SERVICES COMPACTION SEWER IMP.:MAINS []LATERALS STRUCTURES QCOMPACTION ,- STORM DRAIN: MAINS `STRUCTURES COMPACTION DRY UTILITIES: CONDUITS , STRUCTURES LANDSCAPE: MEDIANS PERIMETER NPDES: BMPs ARE THE FOLLOWING BMPs.IN PLACE?, N/R TEMPORARY SOIL STABILIZATION N/R TEMPORARY SEDIMENT CONTROL • N/R WIND EROSION CONTROL• TRACKING CONTROL HN/R N/R HNON-STORM WATER MANAGEMENT N/R WASTE MANAGEMENT & MATERIALS POLLUTION CONTROL . ` f F111.As PROJECT/DIN NO. GVAM 12144a."?i INSPECTOR' Permit No. 3360 Plan Set No. DATE DESCRIPTION OF ITEMS INSPECTED /p q.9 - o / �t�.ai ..��-a-�.c�2 ' z Q-Y! XeLL 'a-0 �Lsc. DEFICIENCY NOTICE ISSUED: DATE: YES: NO: REASON: STOP WORKNOTICE ISSUED: DATE: YES: NO: REASON: T:VWVDeptlD =Worm W111.bs INSPECTION CHECK LIST GRADING: t ROUGH GRADE FINISH GRADE PAD CERTIFICATIONS .: r ^•� STREET IMP.: ' '[]C & G SUB -GRADE BASE []A/C PAVING -_[]STRIPING []TRAFFIC SIGNAL WATER IMP.: '[]MAINS SERVICES ,W []COMPAC\ION`, \. SEWER IMP.: QMAINS ,[JLATERALS STRUCTURES COMPACTION ' STORM DRAIN: []MAINS COMPACTION , %STRUCTURES DRY UTILITIES: CONDUITS STRUCTURES LANDSCAPE:MEDIANS PERIMETER NPDES: BMPs ARE THE FOLLOWING BMPs IN PLACE? N/R TEMPORARY SOIL STABILIZATION N/R TEMPORARY SEDIMENT CONTROL N/R WIND EROSION CONTROL N/R TRACKING CONTROL N/R HWASTE NON -STORM WATER MANAGEMENT N/R MANAGEMENT & MATERIALS POLLUTION CONTROL F111.)ds PROJECT/DIN NO. Permit No. AN00 Plan Set No. INSPECTOR: c—. Sir, -, fw DATE DESCRIPTION OF ITEMS INSPECTED _ - �2'vltet. -ca-� d/l JJF a.c.e m DEFICIENCY NOTICE ISSUED: DATE: YES: NO: REASON: STOP WORKNOTICE ISSUED: DATE: YES: NO: REASON: T:kP WDeptCo=%Forms%F111.bs INSPECTION CHECK LIST GRADING: ROUGH GRADE FINISH GRADE []PAD CERTIFICATIONS STREET IMP.: J]C & G []SUB -GRADE BASE []A/C PAVING []STRIPING SIGNAL WATER IMP.: MAINS '[]SERVICES []'COMPACTION SEWER IMP.: []MAINS []LATERALS []STRUCTURES []COMPACTION STORM DRAIN: []MAINS []STRUCTURES []COMPACTION DRY UTILITIES: []CONDUITS []STRUCTURES LANDSCAPE: []MEDIANS PERIMETER NPDES: BMPs ARE THE FOLLOWING BMPs IN PLACE? N/R TEMPORARY SOIL STABILIZATION 7 N/R TEMPORARY SEDIMENT CONTROL ° N/R WIND EROSION.CONTROL TRACKING CONTROL HN/R N/R UWASTE NON -STORM WATER MANAGEMENT N/R MANAGEMENT & MATERIALS POLLUTION CONTROL F111.)ds PROJECT/DIN NO. CVGV.D SEWLi2 M• DI -ON 0'¢W Sa INSPECTOR: Permit No. 3300 Plan Set No. ' . .�..� • / �1 i r - - i l -VAN. I i'DEFICIENCY NOTICE ISSUED: DATE: YES: NO: .• WORKNOTICE T:WVvDept0o=Tomr.AFm.bs INSPECTION CHECK LIST GRADING: ROUGH GRADE . FINISH GRADE PAD CERTIFICATIONS - STREET IMP.: []C & G SUB -GRADE BASE • []A/C PAVING, []STRIPING []TRAFFIC SIGNAL WATER IMP.: MAINS []SERVICES. COMPACTION SEWER IMP.: RIVrAINS LATERALS STRUCTURES COMPACTION- - STORM DRAIN: []MAINS []STRUCTURES COMPACTION DRY UTILITIES: []CONDUITS []STRUCTURES. LANDSCAPE:' MEDIANS PERIMETER NPDES: BMPs ARE THE FOLLOWING BMPs IN PLACE? N/R TEMPORARY SOIL STABILIZATION N/R TEMPORARY SEDIMENT CONTROL N/R WIND EROSION CONTROL - N/R TRACKING CONTROL , N/R HWASTE NON -STORM WATER MANAGEMENT N/R MANAGEMENT & MATERIALS POLLUTION CONTROL F111.)ds PROJECT/DIN NO. 91�� S7�y {/ESC-6'j INSPECTOR: Permit No. dyw1b 13L,1A/K&T(j3,9o) Plan Set No. 61/0 AR"GoQ/vvrl`F./—c / / i i� Mzp/ J I NOTICE• .• NO: REASON: •• WORK NOTICE• . NO: REASON: T:VWDeptQ= Fonns1F199.ws INSPECTION CHECK LIST GRADING: ROUGH GRADE FINISH GRADE STREET IMP.: []C & G []SUB -GRADE BASE []A/C PAVING WATER IMP.: MAINS []SERVICES COMPACTION SEWER IMP.: []MAINS []LATERALS []STRUCTURES []COMPACTION STORM DRAIN: []MAINS []STRUCTURES []COMPACTION []PAD CERTIFICATIONS STRIPING❑TRAFFIC SIGNAL DRY UTILITIES: []CONDUITS []STRUCTURES LANDSCAPE:- []MEDIANS []PERIMETER NPDES: BMPs ARE THE FOLLOWING BMPs IN PLACE? N/R TEMPORARY SOIL STABILIZATION N/R TEMPORARY SEDIMENT CONTROL N/R WIND EROSION CONTROL N/R TRACKING CONTROL N/R NON -STORM WATER MANAGEMENT HWASTE N/R MANAGEMENT & MATERIALS POLLUTION CONTROL i F111.)ds PROJECT/DIN NO. INSPECTOR' Permit No. 3590 Plan Set No. DATE DESCRIPTION OF ITEMS INSPECTED t�=i�f of Gtl1� �d •� f .��' �`o �G'�¢ �.�TE -- �721�Fi�i c� C��rr',e oG S < <•r�G v S /Gets IgAyww 0, s 7Z) 7W,*v-'v'jQ5-1c Z. 21jv Fie to PV4-S7- S id G- ©,r /17*47o ,90LA-4-C E , Sa 06WAI.6 LA4Ie Ekom �',9 G•9-7-z!5 64 h m s lg >s6,,v ccGvt-1-e/z &P DEFICIENCY NOTICE ISSUED: DATE: REASON: YES: NO: STOP WORKNOTICE ISSUED: DATE: REASON: YES: NO: T:VPWDeptlDo Tomrfflll.bs INSPECTION CHECK LIST GRADING: []ROUGH GRADE FINISH GRADE QPAD CERTIFICATIONS r STREET IMP.: ' []C & G ` []SUB -GRADE BASE E]A/C PAVING,' 219'T'RIPING[31-1�AFFIC SIGNAL WATER IMP.: �MAINS� SERVICES ,COMPACTION `a SEWER IMP.: UMAINS •LATERALS ` []STRUCTURES []COMPACTION STORM DRAIN: MAINS � STRUCTURES COMPACTION DRY UTILITIES: CONDUITS STRUCTURES LANDSCAPE:MEDIANS PERIMETER NPDES: BMPs ARE THE FOLLOWING BMPs IN PLACE? N/R TEMPORARY SOIL STABILIZATION N/R TEMPORARY SEDIMENT CONTROL N/R WIND EROSION CONTROL TRACKING CONTROL HN/R N/R NON -STORM WATER MANAGEMENT N/R WASTE MANAGEMENT & MATERIALS POLLUTION CONTROL F111.)ds From Steve Speer 117102 Eldon, Please have Collich replace the Madison Street pavement with a 4.5" ACover 6" AS section. l SIX o3.Zwpd 5 r•• _ �. �� , F, TOE OF F/LL SLOPE N b I oW W rU tQ ,q9A ,/ GRADE ONL ?s � I \q �9FYi � i a_s 50' 9Z.3� R=25 �a x ;Qpw.t; I 93 rQp u- �Iox E.C.R. J CURB RETURN CURVE ,0A74 Ar 88 026'/7" I 5) 2 '� R: 35.0, 0 L : 54. 02 W W k, 50 30 rJ6 �j0 'Al PROFESSI"AL PAVEMEN7 RCE\ /VO 30657 RE ISTERED CIVIL ENGINEER NO. FRANK REYNOLDS R.C.E.32T40 I� 0 ENGINEERING SERVICE CORPORATION 74-303 HIGHWAY 111, SUITE A PALM DESERT, CALI"FORN I A 92260 (619) 568. 5997 SCALE: BENCH MARK: AS SHOWN I SEE SHEET No. Shivi^g Brighter Than P.O. Box 15.04 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 May 13, 2002 (760) 777-7000 FAX (760) 777-7101 Robert H. Pritchard, Jr., Esquire Advance Copy Sent Via: (212) 759-8925 VIDEO PATROL OF LA QUINTA, INC 780 Third Avenue, Ph Floor New York, NY 10017 u' ��T a,yvo Dear Mr. Pritchard: Madison Street --- Sewer Line Project Construction personnel working for Colich & Sons have provided city staff with a copy of your 5/3/02 letter to Thomas Bensfield. Pursuant to the direction you provided in that letter; please be advised that the City is. satisfied with the grading and placement of the dirt berm. The berm is placed on private property and does not interfere with any public purpose. The balance of the restoration work on Mr. Griffin's property being performed by Colich is a civil matter, therefore the City will not comment on that effort. My reading of your letter indicates the two parties have a clear understanding of the need to establish long term dust control in the disturbed area and are proceeding with an appropriate remedy. If I can be of further assistance to you, or if you have questions or comments regarding this matter, please call me at (760) 777-7043. Sin rely, Steven D. S e r Senior Engineer c Thomas Bensfield, Colich & Sons Dan Parks, CVWD Raoul Martinez, City of La Quinta Elden Smith, City of La Quinta T:%P W OEPT%STAFMPEERXLETTERSM0513a.wpd MAY-10-02 09:21 FROM-COLICH & SONS OPERATIONS 3102172573 T-510 P-002/002 F-404 r ,�. h, 2�Q2 5 :11 Pik I eat; tt;a i UINTA, INC. ' T EO PATROL QP .j.,Q • pwyoert H. pritch" Jr" Erq- May 3, .2002 Mr. Thomas Bens field Colich & sons 547 West 140'h Street - Gardena, CA 90248 Re: Madison Street Sewer dine Project Dear Mr. Bensfield: Thank you for your letter of April 30, 1 have spoken with Mr- Griffin and Don Rhodes, has been done and can confirm that the w rk that t of he berm and swa ebare satisfactyour ory. Please proceeny to'date is d to secureble approvalThe grading and placernen approval from the City of L-aQuinta. I understand that your company has been watering the property for dust abatement, and anticipate that continued watering until application of the hydroseeding and polymer will Continue to control any blowing dust. In addition, the terms set forth in your April 30 letter are approved, subject to our approval of the mix that will be spread via hydroseeding. Don Rhodes is currently trying to reach you to discuss the particulars of your hydroseeding proposal. Following Colich and Sons' fulfillment of all of the -terms that have been agreed upon and our receipt of confirmation from the City of LaQuinta that the work complies with their requirements, we will be In a position to provide the written release that you have requested. Please note, again, that all activities of Colich & Sons on Mr. Griffin's property are to be coordinated in advance with Don Rhodes, This will allow us to move forward as quickly and efficiently as possible. Thank you for your continued attention to this matter. We look forward to a completed restoration. please do not hesitate to call me should you have any further questions. Please note that my correct address is printed at the bottom of this letter. The Santa Monica address that you are using is one of an affiliated company, and there may be some delay in my receiving correspondence from you if that address is used. Re arils, cc: Mr. Mery Griffin Don Rhodes 780 ']LHM AVIENUE, 7* nOOP, NYW YaWC' NEW YORK 10017 (212) 753-1230 )FAX (21Z) 75"925 MAY-110-02 09:21 FROM-COLICH & SONS OPERATIONS T. 6. 2002 D ;' 1 PM l [i� thb l 3102172573 T-510 P.002/002 F-404 i V10DE0 PATROL OF LAQUINTA� INC Robert A. Pritchard, Jr., $sq- � 500 May 3, 2002 I_v Mr. Thomas Bensfield Colich & sons 547 West 140'h Street Gardena, CA 90248 Re: Madison Street — Sewer Line Praject Dear Mr. Bernsfield: Thank you for your letter of April 30. ! have spoken with Mr_ Griffin and Don Rhodes, able to us. and can irm that thecem work nt of het has been done by your company -to, date is berm and swa a are satisfactory. Please proceed to The gradinging and placement secure an approval from the City of LaQuinta. i understand that your compaltY has been watering the property for dust abatement, and anticipate that continued watering until application of the hydroseeding and polymer will continue to control any blowing dust. In addition, the terms set forth in your April 30 letter are approved, subject to our approval of the mix that wiil be spread via hydroseeding. Don Rhodes is currently trying to reach you to discuss the particulars of your hydroseeding proposal. Following Colich and Sons' fulfillment oall llltof the that thews that have been reed upon and our receipt of confirmation from the City of UsQ requirements, we wi[l be in a position to provide the written release that you have requested. Please note, again, that all activities of Colich & Sons on Mr. Griffin's property are to be coordinated in advance with Don Rhodes. This will allow us to move forward as quickly and efficiently as possible. Thank you for your continued attention to this rnatter. We look forward to a completed restoration. Please do not hesitate to call me should you have any further questions. Please note that my correct address is printed at the bottom of this letter. The Santa Monica address that you are using is one of an affiliated company, and there may be some delay in my receiving correspondence from you if that address is used. Regards, cc; Mr. Mery Griffin Don Rhodes 7S4 'r'1M AVENUE, 7`t' FLO0� NEW YORK, NEW YOLK 10017 (212) 7s3-1230 FAX(2lZ) 759-89�s r.� • ? Colich & Sons GENERAL ENGINEERING CONTRACTORS 547 WEST 140TH STREET GARDENA, CALIFORNIA 90248 TELEPHONE (323)770-2920 February 28, 2003 VIA FACSIMILE @ 760-777-7101 VIA CERTIFIED MAI Mr. Steven Speer Assistant City Engine City of La Quinta 78-495 Calle Tampico La Quinta, CA 92233 RECEIVED MAR 07 2003 PUBLIC WO Regarding: Madison St./Ave. 50 Sewer Main City of Indio Permit No. 2748 Subject: Coachella Valley Water District Damage Release — Form Mr. Speer: ybf FAX (310)329-1532 Enclosed you will find a copy of Coachella Valley Water District's (District) "Damage Release", form CVWD-553. Also enclosed is a copy of the Special Conditions for the Madison St./Ave. 50 Sewer Main contract as it pertains to the execution of this release. As work under the City of La Quinta Permit No. 3500 was completed in July of 2002; weare requesting that you sign and return this release as soon as possible. We have provided a self addressed stamped envelope for your convenience. Thank you in advance for your timely response. Should you have any questions or comments, please contact me at 323-770-2920, Ext. 245. Sincerely, Thomas R. Bensfil Vice President Enclosure: 2-pages Feb-21-03 03:56pm From —WATER DISTRICT/COACHELLA VALLEY +7603983711 T-083 P.02/02 F-065 COACHELLA VALLEY WATER DISTRICT DAMAGE RELEASE The undersigned, for and on behalf of the undersigned and the personal representatives, heirs and assigns of the Undersigned, hereby acknowledges having received certain restoration work in full settlement of all claims for damages sustained by the undersigned by reason of the construction of KPQ N C--., CrVQ �; —� / A-4 C- - - & '0 �!-> z7-� NN- N I �j hereinafter referred to as lacility, across the hereinafter described property, which property is also described in that certain Grant of Easement executed by the Undersigned, or the undersigned's predecessor in interest, which granted a right-of-way to the Coachella Valley Water Distract, for construction, maintenance and operation of said facility across the real property of the undersigned. In consideration of such restoration work, the undersigned hereby, discharges and releases Coachella Valley Water District, Consultant: Q I PC - and Contractor:_ C "r\-k L ki �` S ryvJ S L P, their respective agents, employees and aukicontractors from all claims. demands, actions and causes of action which the undersigned has for all right-of-way and -on right-of-way damage arising out of construction of said facility. It is understood that this Release does not in any way cover damage which may be sustained from time to time by reason of the operation, maintenance, repair, altering, moving or removing of said facility after the date hereof_ The undersigned is legally in possession of the property described below and entitled to approve said restoration work and hereby acknowledges successful completion thereof. Said property is located in Riverside County, State of California, and is described in that certain Grant Easement to the Coachella Valley Water District dated identified as Parcel No. together with any and all other properties owned by the undersigned which may or may not have been damaged as the result of said construction. DATE : Z `- . ) L b 2, WITNESS: i9=T �,k_ Yv1 7- `• PROPERTY OWNER: n F Pt v tN T By=AW� 14lo3 By: R/W Document No _P�m v--- \ \ P a 5 0 CVWD-553 I The Contractor shall obtain all encroachment permits which are required by the City of La Quinta and City of Indio or others, from Contractor engaged in construction of all or any portion of the Work, and shall pay any permit and inspection fees which may be levied by these or other agencies. On -site underground facilities such as storm drains, sewers, private water mains, etc., besides District inspection, shall be inspected by the City of La Quinta and City of Indio's Public Works inspector. The fees for this service will be paid to the City's Engineering Department and issued on an encroachment permit application based on its current fee schedule. All operations of Contractor shall conform to the restrictions, regulations, and requirements set.forth in said permits, copies of which will be included in Part VIII, DRAWINGS AND PERMITS. If such permits are required, all operations of Contractor shall conform to the restrictions, regulations, and requirements set forth in said permits, copies of which will be included in Part VIII, DRAWINGS AND PERMITS. 3.3 Contractor may be required, as a condition for receiving final payment, to obtain, and provide Engineer with copies of, executed damage releases from the owners of public and private property whose property has been damaged by the Work. The damage releases will be on a form provided by District. \� 3.4 Contractor shall, in addition to those damage releases provided for in Article SC-3.3, as a condition for receiving final payment, obtain, and provide Engineer with copies of, executed damage releases from the owners of certain public and private property or areas which have been crossed by the Work or otherwise affected by the Work. The damage releases will be on a form provided by District. r The properties or areas requiring such damage releases are: ' Name of Owner Description City of La Quinta Encroachment Permit No. (To be issued by addendum) City of Indio Encroachment Permit No. (To be issued by addendum) SC-4 SITE DATA 4.1 The data set forth below are for the information of Contractor and are subject to all limitations and conditions set forth in Article GC-15, SITE :m. CONDITIONS: 4.2 Subsurface Exploration Data - the following data are available for = inspection at District office: None. 4.3 Hydrological Data - the following data are available for inspection at District office: None Special Conditions VI-2 SENDING CONFIRMATION DATE NAME TEL APR-14-2003 MON 02:59 PHONE : 913103291532 PAGES : 4/4 START TIME : APR-14 02:57 ELAPSED TIME : 01'16" MODE : ECM RESULTS : OK FIRST PAGE OF RECENT DOCUMENT TRANSMITTED... CITY OF LA QUINTA PUBLIC WORKSIENGINEERINC 7 8 .9 9 5 CA 1, L E TA M NI CO I.A QUINTA. (;A 92253 FACNIMME TRANS,%If-rTAL SHLET 'wmas R- Bcnsfidd FRO.": Ploul Mni.M & Sins FnX 3103' 29-153? .52.3-770-2920 760-7Y7-Yon Cy'WT) f>ArmVe. Rdrise 760-777-7155 0 URGENT 0 POk RVVJEl Lj pr..R YOUR KEQVrST 0 PT.F.ASr. RRJILY 0 i,j.pAr, r, R r.r.yr.t, P mAlLl'40, ADDRESS: P.D. BOX 1504 LA QUINTA, CP.LIFUKNIA 92:33 02/28/03 FRI 17:32 FAX 13103292846 COLICH ESTIMATE 1�001 TX REPORTu� TRANSMISSION OK TX/RX NO 3642 CONNECTION TEL 17607777101 SUBADDRESS CONNECTION ID ST. TIME 02/28 17:30 USAGE T 01'30 PGS. 3 RESULT OK Colich & Sons GENERAL ENGINEERING CONTRACTORS 547 WEST 140T" STREET GARDENA, CALIFORNIA 90248 TELEPHONE (323)770-2920 February 28, 2003 VIA FACSIMILE @ 760-777-7101 VIA CERTIFIED MAIL Mr. Steven Speer Assistant City Engineer City of La Quinta 78-495 Calle Tampico La Quinta, CA 92233 Regarding: Madison St./Ave. 50 Sewer Main City of Indio Permit No. 2748 FAX (310)329-1532 Subject: Coachella Valley Water District Damage Release — Form CVWD 553 Mr. Speer: Enclosed you will find a copy of Coachella Valley Water District's (District) "Damage Release", form CVWD-553. Also enclosed is a copy of the Special Conditions for the Madison St./Ave- 50 Sewer Main contract as it pertains to the execution of this release. As work under the City of La Quinta Permit No. 3500 was completed in July of 2002, we are requesting that you sign and return this release as soon as possible. We have provided a self addressed stamped envelope for your convenience. Thank you in advance for your timely response. Should you have any questions or comments, please contact me at 323-770-2920, Ext. 245. Sincerely, From Raoul Martinez April 9, 2003 7 John, RE: Final Release, Permit #3500 Colich & Sons has completed all the required items issued on our punchlist of August 17, 2002 for the Madison Street/Avenue 50 Sewer Line. I recommend that we sign -off on the attached Coachella Valley Water District's "Damage Release", form CVWD-553. Please advise if request is under further consideration or if additional items are to be addressed. Thx, T:\P WDEPT\STAFFIMartinez\Correspondence\I ntemal Memo\2003\col ichsignotF. wpd a Sh,ning Brighter Than P.O. Box 1504 78-495'CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 September 23, 2002 Tom Levy, Chief Engineer/General Manager Coachella Valley Water District P.O. Box 1058 Coachella, CA 92236 (760) 777-7000 FAX (760)'777-7101. Subject: Official Preliminary Punchlist - (1s`) Reference: Avenue 50/Madison Street Sewer Line - CLQ Permit #3500 Dear Mr. Levy: Please find enclosed the Official Preliminary Punchlist. All items, 6 in total'on sheet 2 of the punch list must be complete before engineering staff will recommend this work to: the City Engineer for acceptance. The punchlist denotes the items that have not been addressed and/or completed. All information provided on the this first punchlist is shown in bold for clarity. Please feel'free to contact me at (760) 777-7047 if I can be of any further assistance. Sincerely, Raoul Martinez Assistant Engineer II RM/rm cc: Tim Jonasson, Public Works Director/City Engineer Steve Speer, Assistant City Engineer John Freeland;_: Senior-Eng--I'n—e--e-r, File - Permit #3500 T:\PWDEFRSTAFRMartinez\TractsWunchIistIettersk—dpunchIist.t pd Fwakol.", n I C&t�p 4 4Qumw DEPARTMENT OF PUBLIC WORKS OFFICIAL PRELIMINARY PUNCHLIST Permit Number: 3500 Contractor: Colich & Sons Date: August 15, 2002 Introduction 1. This is the Official Preliminary Punchlist for Encroachment Permit #3500 issued on behalf of Coachella Valley Water District to Colich & Sons. It should be noted, however; it is preliminary in the sense that new items can be added as needed if city staff becomes aware of additional deficiencies after its issuance. Having noted that exception, however, this punchlist does represent a complete review of the project by city engineering staff as of the date the punchlist was issued; it is good for sixty (60) days. If the deficiencies noted on this punchlist are not completed within .60-days city engineering staff will make a complete review of the project again. 2. The Construction Division of the Public Works/Engineering Department, and its administrative staff, are the City's representative in the field. Completion of improvements to the satisfaction of the Senior Engineer and its administrative staff does not mean the improvements are accepted; it means the Senior Engineer is willing to make a recommendation to the City Engineer that the improvements are satisfactorily completed. The City Engineer has the ultimate -decision authority with respect to deciding whether the improvements associated with this encroachment permit are satisfactorily completed and worthy of acceptance. 3. Typically, new deficiency items are added to the punchlist because a member of the general public has pointed out a deficiency and city staff concurs that correcting the deficiency is a valid responsibility of the contractor. Whenever new deficiency items are added to the Official Preliminary Punchlist, it is done so by amending the punchlist. T:\PWDEPT\STAFF\Martinez\Tracts\Tract Forms\punchlistofficial.wpd Page 1 of 2 OFFICIAL PRELIMINARY PUNCHLIST ENCROACHMENT PERMIT #3500 ALL ITEMS LISTED SHALL BE ADDRESSED PRIOR TO SECOND REQUEST FOR A WALK .THROUGH. Specific Items MADISON STREET SOUTH OF AVE. 54 - SOUTHBOUND LANES 1. Paint missing thru arrow, #1 lane approximately 100' from intersection 2. Paint missing thru arrow, #1 lane at Laurels entrance to PGA West MADISON STREET SOUTH OF AVE. 54.- NORTHBOUND LANES 1... Paint missing thru arrow; #1 lane at Laurels entrance to PGA West 2. Paint missing left turn arrow, #1 lane at intersection 3. Paint missing right turn ,arrow, #2 lane at. intersection 4. Paint missing "STOP", #2 lane at intersection T:\PWDEPT\STAFF\Martinez\Tracts\Tract Forms\punchlistofficialmpd Page 2 of 2 Jan 31-02 02:35pm ; From -WADER DISTRICT/COACHELLA VALLEY +7603983711 : T 514 P.01 F-762 ; J ATF- D�STRIC! Name a i COACHELLA VALLEY` WATER DIS712ICT Post Office Box 1058 Coachella, California 9223E AGM--CE Asst. GM Asst. to GN/ Originator a R FACSIMILE*TRANSMITTA.L INFORMATION SHEET JAN 1 2002 PUSL6C y0R1 S File:0� Firm c o l 0 F' L A Ool ll(Y. - Ciry Teleco ier No. ✓ S or Speed Dial No. From Total number of pages sent (including transmittal) Authori2ed by f5 Please review And call Original to follow by mail Per your request Yes 2L No For your information Remarks: Cb l-t ?Ac- 1,; 26-1 If you do not receive all pages or they are not legible, please call as soon as possible. Telephone (760) 398-2651 Ask Co Date Time Cvwo-)�3 JAN-31-2002 THU 14:33 TEL:760-777-7155 NAME:LA QUINTA PUBLIC WORKS P. 1 Jan-31-02 02:35am From -WATER DISTRICT/COACHELLA VALLEY : QC�D -�5>REPORT OF, FIELE +7603983711 T-514 P•02 F-762 ;UR REPORT NOr %O yuCLEAR GAUGE INFORMATION ANp DAILY STANpAROEAL :a►l8A ATION COUNTS :;AUCF TYpE: AMPBELL MOISTURE; j G oENSM •O�i OR IN RMA71pk SOIL IO VISUAL CLASSIFICATION OF SOIL -OMPACTION 3EOUIREMENTS. % `EST READING NO, % VARIATION FRON IAST USE OPTIMUM MOISTURE, 40 �y,v COMMENTS •EGrINICIAN� ILL A rR:AI REStJ ITS OrPLY NTfii S CIF IGAT70 2 - B FILL $r cF0MPACnON-MCfl(rAGE DOFs NOT COMPLT vMV S?Mpi -Ay)ONS i 7 - -E COURSE C - RETEST OF mEV1py5 TEST SU98A,SS D - M0tMnE W EXCES„ aP SPECIF}CA-no m S « SOIL CEMENT E- MOLSTURE BELow SpECIF}CAT}ONz JAN-31-2002 THU 14:33 TEL:760-777-7155 NAME:LA Q'UINTA PUBLIC WORK S P. 2 Jan-31-02 02:35pm From -WATER DISTRICT/COACHELLA VALLEY +7603983711 T-514 P.03 F-762 ('OUr,.REPORT NO. I� 7 C1,IENT: f I b rPATEa rR WEC71 � s 'NUCLEAR GAUGE INFORMATION ANO rCALIBRATION - DAILY STANOAAO CALIBRATION NUMBERS COUNTS VARIATION, -'� GAUGE AOJU$TM9wT -A VAAIA FROM SHEETS GAUGE TYPE; OXl AMPSELL MOISTURE: MptSTUAE_, HtOtSTVAE EAST US MOISTURE: ? . MODEL NO, PENStTY: OEN$ITY: DENSflY; DENSITY: FROCTOA INFORMATION ' SOIL 10 VISUAL CLASSIFICATION Or SOIL , MAX, DRY DENSITY. PCF OPTIMUM MO15 i T-, 3. z f if A COMPACTION I MOISTURE GENERAL LOCATION: REQUIREMENTS. % REQUIREMENTS• TEST NO. READING QUOTIENTO PCf SOIL Ip N0. TEST DEPTH, IN cLEvATION MDISTURE WET/DEtY PERCENT COMMENTS OF TEST CQNTENT. DENSITY, CaMPaC710N i PC;: Pc . M- I c 13 e• l D- ► - t- '7 D- r 7. -3 '-' jA .4—/0 1 i !!A M- r' D 1�° �' --- � � '7 7:4a. Zg+ v `� - M- 1 TECHNICLAN: COwIMEMS; 7 - FI MA F,Fi:A4 LFTLL y 7E5 RFSUL ' COµP1,Y wRH SP(�IFIC�TtOKS $-COMPACTION ,�//y/�'�yyf,' i PfAC_WTAGE DOES NOT COMPLY WrrH SP£CJFlCAT10N.S BASE COUIs4 ('yam- AiTLcT Of PREVIOUS • - sueanSE O - " Tung JN EXCLSS OF 3;PfCIfICA-nO,4 5 -."SOIL CEMENT E- MOIS'T1JRE BLiow SP£ctFjr -nON.S 5 . OTHER JAN-31-2002 THU 14:33 TEL:760-777-7155 NAME:LA QUINTA PUBLIC WORKS P. 3 Jari-31-02 02:35pm From -WATER DISTRICT/COACHELLA VALLEY +7603983711 T-514 P-04 F-762 CUM REPORT NO-- 4 7— ClIEFtT: - . -!.NUCLEAR CADGE INFORMATION AND OA4Y STANDARD CA41BRATION CALIBAATIOFt Wj#Ag&m VARIATlDti• PEACXW.*N COUNTS FROM ssiEFTS GAUGE A&AMTMENT % VARIATION FAi GAUGE TYP • 7AOXL AMPBELL I MOISTUAE MOISTURE: LAST USE MOOEI NO- coOENSrry, MOtSTUREr MOfSTUAE; - OEHSRYc OENSFYY; R , OR INFOAMA710N DENSrrr; SOIL 10 x VIStlA /41 -- COMPACTION REQUIREMENTS, TEST I READING NO. 1 CLASSIFICATION OF SOIL MAX. DAY DENSITY. PC;! OPTIMUM MOISTURE. MOISTURE GENERAL LOCA-110N: REQUIREMENTS. I QUQTI£NTI PCF SOIL 10 N0, TEST DEPTH. IN ELEVATION OF TEST MOISTURE WET/DRY PERCENT CpMMENTS CONTENT, DENSITY. COMPACTION Y PG^ 0. a -f�"4 7EClgNICWPt, MMt1fT5; r MA aH:AI, Ul— GMM Apqy5T �� i czFvLL B - cOMPACTfON P MCIDE (TAGE DOES NOT COMPLY w}YN Sp6MF7CnT10Ns BLASE COURSE C - R£rE5'r OF F-aEV10UY TEST { - SveB.asE D - mOib- nE IN occESS OF SPECIMCAT10N1 5 - SOIL CEMENT E- m0ilTURE BaOW SKC)P)CArDNs 6 - OTHEM JAN-31-2002 THU 14:34 TEL:760-777-7155 Ake rt~a I NAME:LA QUINTA PUBLIC WORKS P. 4 Jan*31-02 02:36pm From —WATER DISTRICT/COACHELLA VALLEY +7603983711 T-514 P.05/15 F-762 PORT OF FIELD COMPACTION TES j� TS OUR REPORT NOS [/ ,� -» /d Z7G RATE Z ( 1.� '^'• Y NUCLEAR GAUGE WFOAMATION AMb DAILY STANDARD C AJOAATION CAUCAA770N NLt WW= VARIATION• PERCEW,af COUNTS FROM SNF ,WS GAUGE An.JUSTMFM• 7G V4AtAT10N FRt CaUGE 1 Y PBPJ.L MOLSTt7RE: MOL"vm- LAST USE MGLTTU MOOEL NO. � i� CENSl:Y: Ma15TURE OE43".. DEa►SITY: AOCTO �N AMAlI n OFNsrry, SOIL ID x VISUAL CLASSIFICATION OF SOIL MAX. DRY DENSITY, ?CF OPTIMUM MOISTURE- % tt 3 COMPACTION MOISTURE GENERAL LOCATION,FEQUIREMENTS. % g� REQUIREMENTS. >L— R� T EST READING dUOT1ENT/ SAIL TEST ELEyAT70M NO, PCF Ib N0. DEPTIi, IN MOISTURE WET/ORY PERCENT OF 7£ST CONTENT, DENSITY, COmnnENTS � CoIvlPacTloN PCF M— D— � � q''' J IY •�/ ' I� ram. .. � � »•F'i v.� %%1 c al i .t M- -� D- GS'iT �p. n 10�.8 1p.4 J. . M— /i 7 Elm TECHNICIA HM S: 1 rEHtnt, T ULT$ C MPLY ►� I � fIL 8-COSIFAC_ I PptCEN=AUX DOES NOT COMPLY WIYM M%M:r "E COur6E C >1�EST OF PrgVIO(�•�kST 4 w SUBRA$E IN EXCESS OF "%LVICATIOMS 5 - SOIL CEMENT E- MOEnVR£ HYLOW SPEC;FrCAY�OKw • . 6 -OTHER JAN-31-2002 THU 14:34 TEL:760-777-7155 NAME:LA QUINTA PUBLIC WORKS P. 5 - Jari-31-02 02:36pm From -WATER DISTRICT/COACHELLA VALLEY +7603983711 PUA RFpOM-p NO,; V D Z %G �• cueNT: OAT& d FROJECr: 4 T-514 P.06/15 F-762 v rJv/r „i/-- L.J NUCLEAR GAUCC INFORMATION Arco CALIaRA'nom DAILY STANDARD COUNTS CALIBRA'nGN NumgMS V+U+IATION, IEAC[M',•F FRAM SNEDTs GAUGE A*AtSIW y, VM[A1nON PRO) GAuGE T7 • OX ABE4t, MOtSTUR& MOISTURE LAST USE �J MOOQ NO, 7 0 DENSITY: MOSSfttRE MOISTVAE ROCTO IN ORMA I N OENSRVx DENSIly: oEJvsm: SOIL Ip $ VISUAL CLASSIFICATION OF SOIL -3 MAX. DRY DENSITY, PCF OPTIMUM MOISTURE- % 107. o• / 3- � COMPACTION p �� REQUIREMENTS, °/, c MOISTURE REQUIREMENTS,�� GENERAL LOCATION: TEST NO. READING QUOTIENT/ PCP SOIL ID NO• TEST ELEVATION MOISTURE WE71DRy PERCENT CO ENT OEPTM, 1N OP TEST CONTENT, DENSITY, COMPACTION % PCF t O t� r► vc a G M- ° _4 a�. �s��-4`I a�•�..,1 aA M- I �' u✓� Ave, __q() aY,5" 3-' a A VnrFFI" I - NSE COunE C9vC0MvACn0N PER=4TAGE DOESNOrCOMPLY WY7NSi'EctFfC�.T10rtS C - RET�T OF 1YMw1OUS 7TST 4 - SU98.A;9 • s . =L ct]wET" O - MIS OTURE INEXC= OF SP£CMCATiONS g' MOISTURE R LOW SPE-CMCATio. is - OTHER JAN-31-2002 THU 14:34 TEL:760-777-7155 NAME:LA QUINTA PUBLIC WORKS P. 6 Jan=31-02 02:36pm From -WATER DISTRICT/COACHELLA VALLEY +7603983711 T-514 P.07/15 F-762 _/6U•d' rccrurt 1 u.r NlLll COMPACTION TESTS //a •, OUR REPORT _ % DATE 2— S 2 CLIPM; PROJECT; NUCLCAR GAUGE INFOAMATION AIID C UBRATION DAILY STANDARD COUNTS >:AI IBRAT70N NUMBERS VARIATION. ►EACEW.a/ FROCK SNEL73 GAUGE M ADJUSTENT X VARwTION FA CAUCE Tl'l`tTRO�XLF$1i AMPBELL MOISTURF4 LAST USE MOOEL NO.: jam% d DPalSirl MOLSTUIt� MOaTIRE. MOISTURE; IOCTOR INFORMq ION DENSRY; OENSRY; OENSt1y; SOIL ID x VISUAL CLASSIFICATION OF SOIL MAX. bRY DENSITY, PCP OPTIMUM MOISTURE. / ,q - 1 COMPACTION REQUIREMENTS, % MOISTURE REQUIREMENTS. GENERAL LOCATION- TEST NO, Al:AOtNG QUOTIENT! PCF SOIL 10 NO. TEsT ELEVATION DEPTH. IN OF, TEST MOISTURE WET/DRY P£ACENT COMMENTS CONTENT. DENSITY, COMPACTION PCF M— .G I D- �„ F_- 0 M— D— ` TECHNICIAN; T / -Fly. R£S l S co, Mi y ) ©� FILL B-COMPACMON rt Rcnrr l[S I 7 w E COURSE C - �T OF AGE DOES HOT COMv�Y wires SpECIr�cAAtIOMS • - SUBBA E D .. MO WEX C SS OF; S I••�iSJRE w eiCEss OF f.P1EL1FIG4710MS T I 5 - SAIL COO ENT 6- MO4••tURE B8.QW SpEcmC^rA:,NS 6 r 07HEA JAN-31-2002 THU 14:35 TEL:760-777-7155 NAME:LA QUINTA PUBLIC WORKS P. 7 s •d SN�IOM 9Il8(ld UiNIno tip:3WdN SSTL-LLL-09L:_131 S2:bZ nH1 2002-Z2-NUf kold-LO - 9 Sub��n,.r^sYwS MO'�$ �acu sy0w -3 ll13w37 iloS - 5 SNOoy3L-J* •ts 30 s=23 NI-urw•row - O 9syssns - 153� Sn0Lk3Ud d0 is-Lgv - 3 35anon 3sva . 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Q S.LS�41 Nn1 1nWAIAinn m:4w a'n r unfr=1u 4• Z91-d 9l/80 d b19-1 lll686809l+ A311VA V113HOV00/10INISIO a31VA-mold wd16:Z0 ZO-lB-pEr Jan=31-02 02:37pm From —WATER DISTRICT/COACHELLA VALLEY +7603983711 T-514 P-09/15 F-762 (u(v i rJ 1 OUR REPORT NO.: Zj j & CLIEFR; V i OATE. + 2_4 U L PROJECT; NUCLEAR GAUGE INFORMATION AMC DAILY $TANDARD CALIBRATION NUMBERS VARIATION, PEACENT.4.I. GAUCE AD1UsTMEM C.�1J6RA710N COUNTS FROM SHEET$ �G VAAta7tou FROF LA..T VSE CAUOE TYPE T90XlARJCAMP8ELL M015TURE M04`TUR> MDIyTURF MOISTURE MOOEI. ND-, DENSRY: cENsrrY: bEX51TY: oEAtsm: IOCTOR IH MA ! N SOIL ID # VISUAL CLASSIFICATION OF SOIL. MAX. DAY OI=NSITY, PCF OPTIMUM MOISTURE, It 5 COMPACTION REQUIREMENTS. % y� MOISTURE REQUIREMENTS. GENEAAL LOCATION: <:7__ TEST READING QUOTIENT/ SOIL TEST ELEVATION MOISTURE WET/DRY PERCENT COMMENTS NO. PCF 10 No DEPYK 1N OF TEST CONTENT, bENSITY, I COMPACTION PCF i L T - M SE COVRSE C w RET T OF PR9VLOU5 TE.`7 - 4 - SUtiB.A-5E D - MOIbTURF Rd EKcESS of SYEGLF)CATIDNS S - SOIL C M@lJT E- M0%TuRE sa.Ow sKcrRcAT)0Ns I B - OTHER JAN-31-2002 THU 14:35 TEL:760-777-7155 NAME:LA QUINTA PUBLIC WORKS P. 9 - 1 Ja6-31-02 02:37pm From -WATER DISTRICT/COACHELLA VALLEY +7603983711 T-514 P.10/15 F-762 . -. REPORT OF FIELD COMPACTION TESTS OUR REPORT NO.: /./ "! 2 o CUENT: OATa �_ j �_ vROJ£G7: jowaf 4 ✓ NUCLEAR GAUGE INFORMATION AND DAILY STANDAAD CALIBRATION NUMBERS VARIATION, P9ACE9r,+E GAUGE AWLISTMENT % VARIATION FROM CueRATION COUNTS FROM SHEETS Last USE aAuGE 7YYE�}lCfX' PBF.I,L MOI.S7URE: MOISTURE: MOLSIURL. MOISTURL- MOO& NO.: J� DENSITY: DENS(TY: DENSITY: OENMYY: ROCTOH INi'QMMATILIN SOIL ID R VISUAL CLASSIFICATION OK SOIL MAX. DAY DENSITY, PCF OPTIMUM MOISTURE. COMPACTION �, MOISTURE GENERAL LOCATION: FEC+UIREMENTS. % �' REQUIREMENTS. ;�( ., R TEST READING QUOTIENT/ SOIL TEST __[ ELEVATION M0ISTUAfi VJET/DRY PERCENT COMMENTS NO PCF ID N0. OEPTH. IN OF TEST CONTENT, DENSITY. COMPACTION PCF 'MT - ? - A 1-7 /. M - M- /! 4 C M- 1 , • I r �r � •,q (� •� �. .n., i ^ .� c � OCR IL_.�.( /.! ..i= TECHNICIAN - �Ia+�EN75: ATERuu_ 7 TEST RFS LTS COMPLY wfTri SPL{I ffAYS7)N~S FILL OMPACTION PERCENTAGE DOES NOT COMPLY WITH St"E-C 764TX)NS - . Ca FtSE C 7 RETEST OF P�10U5 TV. I a - SUDMA5C �D- 1,/04STupte IN EXCESS OF SK-ClAGAT10NS C E MO 'TV 'ECIFICwTIONS - SOCL Q,•Q!I' 4 RL- SF10W S3 , JAN-31-2002 THU 14:36 TEL:760-777-7155 NANE:LA QUINTA PUBLIC WORKS P. 10 Jan;31-02 02:37pm From —WATER DISTRICT/COACHELLA VALLEY +7603983711 T-514 P.11/15 F-762 - REPORT OF FIELD COMPACTION TESTS ouR REPORT No.: i 7 +7'— �� Z 7 (�y�1/!] (.1! 0 OATc i PROJECT!/ / Iri<d I.Sr%%' ) �% _5./ . !IL NUCLEAR GAUGE INFORMATION AND DAILY STAMOARD CALIBRATION NUMBERS vARtATION. P£RCENT,M/- GAUGF ADJUSTMENT X VAALA*ADM FROM C 5 BkATION COUNTS MOM SWEETS LAATT USE CAUC£ TYPE: TRO—x PSELL MOtSTURIr M015TUR1 MOLSYURL• MOISTURE: / MOOF1 No: ,J 7 ` DENSRY: DeNsfTY: DENSITY: DENSITY: WL l um HRrVlml sWn SOIL 10 VISUAL CLASSIFICATION OF SOIL MAX. DRY DENSITY, PCF OPTIMUM MOISTURE-Pl. COMPACTION I =SeUIREMENTS. % �' MOISTURE REQUIREMENTS,e�' GENERAL LOCATION: `-- READING QUOTIENT/ PCF SOIL ID NO- TEST DEPTH, IN TEST NO ELEVATION OF TEST MOISTURE CONTENT, % WEY/DRY DENSITY, PCF PERCENT COMPACTION. COMMEN'r5 M- D- M- I D- TiCYINI iMM�Er! 5: _:�'L CXFILL D-COMPACTIO►! PERCFXTAGE DOES NOT COMPLY WITH SPECIFICATIONS a E COURSE C - RETEST OF PT EYMS THST ♦ •• SUaaxsE 0 w MOLSTIJRL IN EXCESS OF SPECIFICATjONS S - ,^:OIL CEMOrr E� MOtSTIJAF BELOW SPECIFICATIONS . . B w- On-10 JAN-31-2002 THU 14:36 TEL:760-777-7155 NAME:LA QUINTA PUBLIC WORKS P. 11 Jari-31-02 02:38pm From —WATER DISTRICT/COACHELLA VALLEY +7603983711 T-514 P.12/15 F-762 �-crUU —�� n1=rt. a� yr iti"LU t.ViV#t'�l; I IUN I LS OUR REPORT NO, G ! — 7 CC1EM: DAYEj l Z S G 1: PROJECT, NUCLEAR GAUGE WFORMATION AND C.AIJBAATION DAILY STANDARD COUNTS CAIJBRATION NUMBERS FROM SWEETS VARu►tiQN, yEACENT.rh GAUCS AD RJaTMENY X VARy4TTON FAOr CAVCE TYPES AMPBELI MOLSTURI MOLITURE MpesT{J{tE Lp—IT USE MDOfI NO_ �jf 7j v DENSITY: DENSITY- DENSITY: rl10JSTURE 'AOelOH IN AFdA IQN DENSITY, SOIL ID VISUAL CLASSIFICATION OF SOIL MAX. DRY DENSITY, PCF OPTIMUM MOISTURE. 0/, COMPACTION REQUIREMENTS, % MOISTURE GENERAL LOCATION; REQUIREMENTS, I� TEST NO. READING pUOTIENTI PCf SOIL 10 NO. TEST DEPTH. IN ELEVATION OF TEST MOISTURE CONTENT. WETIDRY DENSITY. PERCENT COMMENTS COMPACTION Ya PCF -a �. too. f c13. f - -- A M- z• MT 9. Z.L �5 M— D- M- 1" -1 D— 4 r,, .1 µM - TS 1 - Z... EST �Z�s—COMPACTION P' CENTAGE DOES NOT COMPLY WTTNSPEC¢7CAT)O. OF P'REYwOU-_ Y£•,-'T :1 - SUBBxSE D - MOL,�U W MCC= OF SPE4,IFICAnDrI3 5 SOIL C2;7M FjfT E- MOL�"T IRE BELOW SPEC.lF1MmNs 6 - OTHER JAN-31-2002 THU 14:36 TEL:760-777-7155 NAME:LA QUINTA PUBLIC WORKS J r cl tits P. 12 Jan-31-02 02:38pm From -WATER DISTRICT/COACHELLA VALLEY +7603983711 T-514 P.13/15 F-762 '= REPORT OF FIELD COMPACTION TESTS OUR REPORT no, Q 7 '1CUEN7; _ oaTE: PROJECT! d NUCLEAR GAUGE INFORMATION AND DAILY STANOARp CAUBRA710N NUMBERS CAUBRA770N COUNTS VARIATION. PERCENT,*h GAUGE AaJVSYMENT FROM SHEETS �t VARIATION FI LAST USE caVCE 77 Ps ELL MOLSTLRF� M015"I7JRE; MOISYURE: lvtO1STSIflE MOOD_ NO.: j a bENSiTY: DENSITY: Ormsrry.. l0 O IN RMA7IRH DENSITY; ' SOIL ID VISUAL CLASSIFICATION OF SOIL MAX. DRY DENSITY, PCF OPTIMUM MOISTURE. ° COMPACTION FEQUIREIIMENTS, °,6 qv 7 MOISTURE RECUIREMENTS, GENERAL LOCATION: r-- TEST NO. READING OUOTIENTI PCf SOIL ID N0. TEST ELEVATION DEPTH, IN OF TEST MOISTURE CONTENT, WETIDRY� DENSITY, PCF PERCENT COMPACTION COMMENTS M- 1 I '' e 4 1 S-•, M- ' TECFINICIANu_ MAT ERuµ TEST ULTS C MPLY WRl7 IF KA7741�... YFU.L ICONT'ACTION—r_—ACE bOES NQT CO/,IPLI �- BASE COCIRS6 C - RETEST OF rFWYMS TEST ♦� SUBBASE G - )AOLFTuRF W mcCEn, OF SPEmFlQAT10n5 SOIL CEMOIT E.- MOLSTUfct BELOW SPEQFTCATIONs JAN-31-2002 THU 14:36 TEL:760-777-7155 -7, NAME:LA QUINTA PUBLIC WORKS P. 13 Jari-31-02 02:38pm From -WATER DISTRICT/COACHELLA VALLEY +7603983711 T-514 P.14/15 F-762 REPORT OF FIELD COMPACTION TESTS OUR REPORT NO,: cueN7; OATE .e. PROJECT! �..• _/7 NUCLEAR GAUGE WFORMATION AMC OAJLY STANOARp CA LjaRATION CALIBRATION NUMOERS VARL4TION, PEACENT,+!• COUNTS FROM SMIMTS GAUGE AOjUS MFW % VAiIIAT10N Ft CALICE TYM- 0 P8ElL MOISWRE LAST USE MOISTyAE MOISTURE,MOOq NOr Y� ?� DEN Ma1S7LRE S►TY: OENSRY= R �NFQ RMA I N DENSITY! DENSIYY, SOIL ID x VISUAL CLASSIFICATION OF SOIL J' MAX. DRY 0EN5ITY, PCF "7 10 7. a OPTIMUM MOISTURE, "i COMPACTION REQUIREMENTS, % f MOISTURE REQUIREMENTS, GENERAL LOCATION: ',ly TEST NO.PCF READING OVOTIENT/ SOIL ID N0. TEST DEPTH. IN ELEVATION MOISTURE OF w ETIpRY PERCENT TEST CONTENT, pENSITY COIyPACT7ON COMMENTS LJ I test - tl •) a •� -V • r• U M_ 4 u f o I .._... .. � •., . fir'% M- f' •••••••••-'..4 noN YERI F ACE WES HOT COMPLY WITH SP 1F7C4770N5 9 BAS4 COUAsE �pO C - AErIST OF PVUS T • OL suctASB D - MO=LW W EXCESS OF SPECtF C4T},NS S - AI EN SOIL CT Er A4OwMRE B&OW SP£dRCATiOIa / - OTHF]1 JAN-31-2002 THU 14:37 TEL:760-777-7155 NAME:LA QUINTA PUBLIC WORKS P. 14 Ja6-31-02 02:39pm From -WATER DISTRICT/COACHELLA VALLEY +7603983711 T-514 P.15/15 F-762 REPORT OF FIELD COMPACTION TESTS OUR RL'ORT NO.: U d z �� CUENY: 1' OATS I �Gi ��x � / r lROJE�; ��/�.,jr�h � �✓1 WCUPAR GAUGE INFORMATION AND DAILY STANDARD CA MRATION MUMBEAS y CAUBPAT10N COUNTS AwgTION• YERCEur.OF CAUCE AojUC rm&rT +�OIA SNFFTS % VARU►T14N FR CAUCE TTPE�P9ELL MOISTURE: Mo1STUAF_ M L4ST U58 OISTtIR> MOISTURE; M 00EL NO.: 3 g'34 DENSMY: DENSTTY: . DENSITY; 'ROCINPORMATION DENSTri; SOIL ID VISUAL CLASSIFICATION OF SOIL MAX_ DRY DENSITY. PCF OPTIMUM MOISTURE. 57. COMPACTION MOISTURE GENERAL LOCATION. F,FQUIREMENTS, �� REQUIREMENTS, TEST READING OUOTIENT/ SOIL TEST ELEVATION MOISTURE WETlORY PERCENT COMMENTS NO, PCF ID NO. DEPTH, IN OF TEST CONTENT, DENSITY, COMPACTION PCF `w -7 a 1 �q • � D -� �I � � � r /L hns. � ✓1 �"IC+. F. c �,� � c 61�.11 ,I � u,l� /'� q ,,.11 : � �' h ,1f' • %- r l+ - 1 !F n l7g 3-1— & I /4e /l.LN :/Gt Tl • / PL / ' , SGh �•. .Q �7 T- 7 • D— Pz TECHNICIAN M?� S• i•.. 1 wTRIi✓� ULT OMPLY N PECIFl- K5 r 1A1 T DMPACnON PE)ICO YAGi O T COMPLY N?►SL CF1G4t)Ok5 � zs" 7 LCOufaE`= NO L. 4 SUBBASE r MOMTUA9 RI EXCESS OF SPfCZF1CA.770KS J4N-31'2002 THU 14:37 TEL:760-777-7155 NAME:LA QUINTA PUBLIC WORKS P. 15 NOTE: With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit g APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) OF 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: 7 / 13 /0I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION *9AD"1SOP! S1'hE1iT 14CW F"1' SOUTH OF AVENUE 54 TO AVE 20 AVE 50 FRO11 JEFF'ERSON STREET TO 1400 FT WEST OF J"EFFLRSONI STRI FET (Street address or Description of Location) PURPOSE OF CONSTRUCTION INSTALL AND KAT.N'11AIN SEWER F1A-1f\% G (attach construction plans if appropriate) PaaiWkT_m�*&6 APPURTENANCES DESCRIPTION OF CONSTRUCTION SE4MR I-LA.IINS ikND MANHOLES SI:E ATTACHED SPECIAL CONDITIONS DIMENSION OF INSTALLATION OR REMOVAL 7,500 1.f. SIZE OF EXCAVATION, IF NEEDED b feec APPROXIMATE TIME WHEN WORK WILL BEGIN 9/01 /01 APPROXIMATE TIME OF COMPLETION 12101101 ESTIMATED CONSTRUCTION COST $ 1 , 500 .00.00 (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 124) 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. Signatu#e 6f Applicant or Agent CVWO 1'0 BOX 1.053 COACHEI.I.A C:4 9_7236 760 i9P 965'I �,,v 10I Name of Applicant (please print) ' Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. 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 Permit Fee 0 �l Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by _ Recorded by — 0 $ 0.00 Date 0 UU PERMIT VALIDATION PERMIT NO. >;9e DATE APPROVED 7/23/01 EXPIRATION DATE 12/30/01 7/23/01 DATEISSUED y� ' Administratiu�Authority Telephone: (760) 777-7075 A-' fT-'Ll6t1T/ON_OAILY------- NOTE: ' With proper validati,,n �p4 this form constitutes an CITY OF LA QUINTA encroachment permit s APPLICATION FOR PERMIT y 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 -71 (3l�01 Subdivision Improvement Permit — Class III DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION }'l`ot5W P( Sauiof AEG I`' RAC SL /►r✓J AEGCG 3CCrC&wj S( ID [dw K i WGS( OC' �GrrClzS°r Sf (Street address of Description of Location) PURPOSE OF CONSTRUCTION �f' S(�(l Art WAtNr Sketch (attach construction plans if appropriate y��iwGP t^Alr'S Aejp ArC�ti DESCRIPTIOSOF CONSTRUCTION MArHb Sal 5 0� DIMENSION OF INSTALLATION OR REMOVAL 1• 0 ' ?�'ArS Ai rt)lft<C--9 SIZE OF E CAVATION, IF NEEDED P NATU�Y ', -_'_ --I fir 1/3 APPROXIMATE TIME WHEN WORK WILL BEGIN I t A JUL 1 3 2001 APPROXIMATE TIME OF COMPLETION id'of ESTIMATED CONSTRUCTION COST $ 11 UO/000 (Including removal of all obstruction, materials, and debris, backfilling, com- 1PUBL(CJ WORKS 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 nd regulations of the City of La Quinta and to pay for any additional replacement. necessary as the result of this work. IV I C V (N9 ?D Mc (o 51f ('v Ac A?PW6A 10t, ONLY 'O i Signature of Applicant or Agent CA ii zz3/_ Name of Applicant (please print) Business Address Telephone No. / I d 0G DG i C�vri rC 0 3 `i 3(b Name of Contractor and Job Foreman Business Address Telephone No. 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 $� Permit Fee — Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Recorded by PERMIT VALIDATION PERMIT NO. 35-00 DATE APPROVED / 23 EXPIRATION DATE iD of DATE ISSUED Date dministrative Authority phone: Tele(760) 777 707 d a'9 9 g> m 4 Y U •'� o o •o o 9 m °; q ym `� u33 Q " a"i 10 a 41 qp Y O S .0 Z > `o-• '9 'O W 4 u , U V. $ 9 4Ty aka d-3 u 00 9.2� as p3 a.5 4 py .9 Uj —0.� a .9 8 a m u a .� 8 o° .0Y " Y tl 0 O- Q Y @ W � � 5 Y '� •J• y O• i s �p V tl � ; � � •� Y c P. y-B o .� m :° Y°° 3 o .9 a> Z U A T Y w Y m �a $ Ga u- 0 q 1 a"0 G a •°p w G y7 V q p a N O m y^y O 6 a °o-ii > °u 0 v ° 0"Y o °� ° 9 ou c r $ m` ,° m 8 is o y p2 •9 Y a 0-9 WW.O o 9 4,g° � Y�q ah.9 � `� Liu •n g o wn y O a u v c@ •0 3 0 o m ° o 0 B u g a u ° El 0 ppa�� Y 61 •� � m J� °' W� ° 0 o '� D a 0 "n 0 O9 0 0" _ g T q •9 '� >° Y V D U a qa`+ '� S PG ° U Y " d ° " Z ° o ON, z `u g Z 0 -a.9 m a W e `°' .o Q" o . o ie O z a 9 P 9 a t v c C7Ym�o 0 �a OHO o� >.�g3a'� o,; 2. 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Uagm- Saul) (3jadoid jo slaajl9 its jo aatljalaa3 aqt ao lg!xa g3!gM gioamnaom ,(anjn9 lie 'aonanjigaw }o lattnjtlaq jo aotleneaxa of joud :91143V4MOL1[ A3AliI1S 'noafoid sia!no wT Jo ,(U) Io ;nets gltm aouajo;jaia! jo ,Celap apnpajd of "ojo; mu!n0 -1 jo ,G!, jo aig1S aqt ql!M p2lea!pjgo3 ag pegs 4joM •1!mjad 91g1)o popad aqt hump eaie 9!4t at 13npao3 kem ma!It0 a-[ jo XI!) jo Sato;tle);o aleig aql g3!gM aonejado Xae of pateutpjogns aq (legs ilioM pasodoid aq•[• :)M0,11 UVP[IQZIOOJ i SPECIAL CONDITIONS --PERMIT NO. 3500 --- Coachella Valley Water District --- In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Coachella Valley Water District, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. . 3. After award of a contract, the permittee's contractor shall be required to obtain an encroachment permit from the City of La Quinta and pay all costs incurred for permits,'licenses and inspection fees required by the agency. The estimated cost of the encroachment permit is approximately $3,000 deposit, plus any additional cost incurred. Prior to starting any work the contractor shall be required to have a City of La Quinta Business License for the life of the contract; his subcontractor shall also have a Business Licenses for the time they are engaged in work. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 5. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. 6. Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 955-6894 if signal operation at the intersection is to be altered in any way. 7. Coordinate Work: The proposed work shall be subordinated to any operations which the State of California or the City of La Quinta may conduct in this area during the period of this permit. The permittee shall schedule and coordinate all work with the City of La Quinta and the City's contractors to preclude delay or interference with the City of La Quinta projects. Permittee shall notify, the City of La Quinta Public Works Department, a minimum of 48 hours prior to commencement of any construction. Please contact Mr. James Lindsey, Assistant Engineer, at (760) 777-7089 for notification and project coordination. Special Conditions - Permit No. 3500 Page 1 of 5 [- SPECIAL CONDITIONS --PERMIT NO. 3500 --- Coachella Valley Water District --- Pursuant to Section 14.16.1 l 0 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 9. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan, shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. 10. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982), street closures shall not be permitted. A minimum of one travel lane of paved surface shall be maintained on Madison Street with flagmen at all times. A minimum of two travel lane of paved surface shall be maintained on Jefferson Street and on Avenue 50 at all times. 11. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800=422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 12. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Perminee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 13. Installation of service lines, mainline, conduits or sleeves maybe by the "Trenching Method". If the intersection of Jefferson Street and Avenue 50 is final Asphalt Concrete (AC) cap paved, the installation of service lines, mainline, conduits or sleeves shall be by the " Boring Method" . 14. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: Special Conditions - Permit No. 3500 Page 2 of 5 SPECIAL CONDITIONS --PERMIT NO.35.00 --- Coachella Valley Water District --- A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the. project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as Backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E: In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill,.per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed Backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 15. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every. workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 16. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 17. Access and egress to all local properties shall be maintained at all times. Special Conditions - Permit No. 3500 Page 3 of 5 SPECIAL CONDITIONS --PERMIT NO. 3500 --- Coachella Valley Water District --- 18. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § l (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved'/4" max medium asphalt concrete as the base course lift and a City approved'/z" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold - milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations . are not performed in the same day as base paving operations, the base course lift of 1/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. Special Conditions - Permit No. 3500 Page 4 of 5 SPECIAL CONDITIONS --PERMIT NO. 3500 --- Coachella Valley Water District --- 19. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 20. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a. restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 21. This permit allows for the excavation and installation of gravity sewer mainline and manholes on Madison Street from 1,400 feet south of Avenue 54 to Avenue 52 and on Avenue 50 from Jefferson Street, to 1,400 feet west of Jefferson Street, per the approved CVWD's Plans, plan sheets file No. 27083 thru 27103 and 27103A dated 2/27/01, Revision and Addendum No. 6 dated 7/3/01. 22. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time: 23. The permittee shall submit `AS BUILT' drawing to the City within 5 working days after completion and acceptance of the project. Special Conditions - Permit No. 3500 Page 5 of 5