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4254NOTE: 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 sand other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class II I DATE: 10/5/04 _ Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION gideattay Phase II TM 29894-3 and 4 (Street address or Description of Location) PURPOSE OF CONSTRUCTION On —Site street, storm drains, sewer, and domestic water DESCRIPTION OF CONSTRUCTION See plans DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN Sketch (attach construction plans if appropriate) ?1'SLi # oYgrsl APPROXIMATE TIME OF COMPLETION _ ESTIMATED CONSTRUCTION COST $ 52:1,724 + 346,970 a 868#694 (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 ofttyis �work. 6 �y� Signature of 4Zpphcant.or Agent 4d*=af--P-.0. Sox 1W La Quinta, CA 11 2. S a (760) 535--9443 Name of Applicant (please print) Business Address Telephone No. dba: CJW Walton Bros. 831 So. State St. Ste D San Jacinto (760)275-3254. BntarnrisAn Inc. Name of Contractor and Job Foreman Business Address Telephone No. 819474 Contractor's License No. City Business License No. elp r Applicant's Insurance Company Policy Number I1 4 FEES: Subdivision Improvement Permit — Class 111 U + Public improvements: 3% of estimated construction costs , Private improvements: 3% of estimated construction costs OCT 19 2C14 Minor_ Improvement Permit — Class IV: See attached schedule CITY FIRIA F ' QUINZA Inspection Fee $ 26,060.00 C DllrpT .� 100.00 PERMIT VALIDATION Permit Fee PERMIT NO. 4254 Penalty DATE APPROVED 10/5/04 Cash Deposit -Surety Bond 10/5/05 if required 2,000.00 EXPIRATION DATE TOTAL: $ 28,160.00 DATE ISSUED Receipt No.�1.�. By, , Received by Date Administrative Authority Recorded by Telephone: (760) 777-7075 V T. l V V d✓ Tiht. - 4 4 QUWCV PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: Description of Construction: BCC, Dimension of Installation or Removal: e �c-•� Approximate Construction Start Date: Approximate Construction Completion Date: Estimated Construction Cost: $ -SZ1, -t Ly + 346_cil O.00 = $68} GC(4.,o0 Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Name of Applicant: Applicant Address: Applicant Telephone Number: �' NaI'he of Contractor: W Contractor Address: Contractor Telephone Number: Contractor State License Number: Contractor City Business License Numb Applicant or Contractor General Liability Insurance Company: Applicant or Contractor General Liability Insurance Policy Number: Office Use Only: Inspection Fee: Z6 060, O J Permit Fee: As -Built Z Deposit: 0OO , o , Dust Control Deposit: '--- Credit _ Amount: TOTAL FEE DUE: ZB, 1 60, o J Office Use Only: Assigned Permit Number: Approval Date: Expiration Date: Issue Date: Administrative Authority Pot, 5 Hideaway Phase 2 Improvement Estimates Improvement Grading Drainage Street Improvements Domestic Water. Sanitary Sewer Dry Utilities Monumentation Tr.29894-3 Tr.29894-4 TOTAL $0.00 $0.00 $0.00 $201,470.00 $145,500.00 $346,970.00 $257,181.00 $264,543.00 $521,724.00 $533,395.00 $384,215.00 $917,610.00 $190,734.00 $365,785.00 $556,519.00 $128,322.00 $89,180.00 $217,502.00 $23,000.00 $27,500.00 $50,500.00 Totals $1,334,102.00 $1,276,723.00 $2,610,825.00 08 23/2004 16:31 909-4871214 CJW GENERAL CONTRACT PAGE CejwmD General Contracttug Lwna1W74 0 Estimate I Contract Date Contract # 8/23/2004 04-549 ND 393 Name / Address ND La Quinta Partners, LLC P.O. Box 1482 La Quints, CA 92253 Project 04.549 Phasc 2 Strcct imp. Description Qty Rate Total Hideaways/ Phase 2 Strcct Improvcmcnts Mobilization (lump sum) 1 3,000.00 3,000.00 6" Curb only type D (per 19 2A35 11.00 26,795.00 6" Roll curb, detail sheet 2 (per It) 18,465 12.62 233,028.30 6" rolled curb trans (per It) 360 24.20 8,712.00 6" thick cross gutter 1,830 6.41 11,730.30 Trpncitions connecting rolled curb to cross gutter (per If) 54 24.20 1.306.80 2"AC/ 4.5" Cl II Base. 262.72) 1,14 299,501.94 1" AC Cap, (per sf) 262,721 0.40 105.088.40 Alternates Grade for curb and gutter 21,314 1.71 36,446.94 Grade and base for cross gutter - 1,830 3.74 6,844.20 REFER TO EXMBIT. "A" FOR CONDITIONSIEXCLUSIONS •• Total $732.443.88 JOB START BY CJW GENERAL CONTRACTING, AS OFFERED BY DEVELOPER/CONTRACTOR, CONSTITUTES COMPLETE APPROVAL OF TMS PROPOSAL/CO)4TRACT AGREEMENT. •• All material Is guaranteed to be as spaeifi el and the above work to be performed in accordance with the dretvings and specifications submitted for above work and completed In a substantial workmanlike manner for the total above. Any altenatlon or deviation from the above specMeations Involving extra, costa, will be executed only upon written orders, and will become an extra charge over the above estirnate/contmct. All agreements contingent upon strikes, accidents or delays beyond our control. Accepted By Date 831 S. State St. #B, Sam Jacinto, CA 92583 - Office: 909/487.1201 Fax: 909/487.1214 eJW General Contracting tjc #819474 ' Estimate / Contract Date Contract # 8/17/2004 04-541 Name / Address ND La Quinta Partners, LLC P.O. Box 1482 La Quinta, CA 92253 Project 04-541 Ph.2 storm drain Description Qty Rate Total Hideaways/ Ph.2 Storm drain Mobilization (lump sum) 1 1,500.00 1,500.00 Construct 18" RCP Storm Drain (per If) 393 29.00 11,397.00 Construct 18" HDPE (per If) 333 26.00 8,658.00 Construct 24" RCP (per If) 741 38.50 28,528.50 Construct 24" HDPE (per If) 1,566 35.00 54,810.00 Construct 30" HDPE (per 10 755 48.00 36,240.00 Construct 30" RCP (per If) 255 51.25 13,068.75 Construct 36" HDPE (per 10 255 58.50 14,917.50 CB W=18' 2 8,500.00 17,000.00 CB W=15' 2 7,900.00 15,800.00 CB W=12' 1 7,750.00 7,750.00 CB W=10' 5 7,500.00 37,500.00 CB W=T 8 5,800.00 46,400.00 Construct Manholes (per each) 11 3,500.00 38,500.00 30"x45 (per each) 1 1,000.00 1,000.00 Drywells w/ concrete swales 7 4,500.00 31,500.00 Junction Structure # 1 (per each) 1 1,500.00 1,500.00 Transition Structure 3 1,500.00 4,500.00 Inlet structure w/ concrete collar 2 1,800.00 3,600.00 Raise manhole(s) to grade (per each) 11 250.00 2,750.00 ** REFER TO EXHIBIT "A" FOR CONDITIONS/EXCLUSIONS ** Total $376,919.75 ** JOB START BY CJW GENERAL CONTRACTING, AS OFFERED BY DEVELOPER/CONTRACTOR, CONSTITUTES COMPLETE APPROVAL OF THIS PROPOSAL/CONTRACT AGREEMENT. ** All material is guaranteed to be as specified and the above work to be performed in accordance with the drawings and specifications submitted for above work and completed in a substantial workmanlike manner for the total above. Any alteration or deviation from the above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over the above estimate/contract. All agreements contingent upon strikes, accidents or delays beyond our control. Accepted By Date 831 S. State St. #B, San Jacinto, CA 92583 - Office: 909/487.1201 Fax: 909/487.1214 City of La-Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4254 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's 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 track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protbct the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. 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 OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt 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: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done. under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( *' N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/") to one foot (1'). ® R6 GRADE CHECKING: City of La Quinta 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 (** N/A **) 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. ❑ 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 two and a half inches (2 1/2') of A.C. paving on (" N/A **) of class (** N/A'* ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, 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 clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or 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 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') 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. ❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the Trench before flooding or a maximum of five feet (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 not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot 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. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or 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 ( *' N/A ** ) inches of A.0 surfacing placed on a ( ** N/A ** ) inch (** N/A ** ) aggregate base shall be placed no later than (** N/A ") days after completion of temporary road repair. ' ❑ R22 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. ❑ R23 STREET RESTRIPING: Where street striping is still visible on street 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 permitte 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 it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') 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 ninety percent (90%) or equivalent tot 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. PERMIT NO.4254 Hideaway / On -site Street, SD, Water, & Sewer / Tract No. 29894-3 & 4 In addition to the standard permit conditions, the following shall apply: 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. ND La Quinta Partners, LLC, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 3. This permit or copy of it shall be on the work site for inspection during the actual work performed. 4. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to Anthony Colarossi, Assistant Engineer I. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their -determination. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. 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 1st 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 1st 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. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 4 7. Work within 500 feet -of a signalized intersection shall be performed 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) 275-6894 if signal operation at the intersection is to be altered in any way. 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. Special Conditions Page I of 5 PERMIT NO.4254 Hideaway / On -site Street, SD Water, & Sewer / Tract No. 29894-3 & 4 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. 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 two (2) travel lanes of paved surface shall be maintained at all times. 10. 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. 11. 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. 12. 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: 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 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. Special Conditions Page 2 of 5 PERMIT NO.4254 Hideaway / On -site Street, SD, Water, & Sewer / Tract No. 29894-3 & 4 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. 13. 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. 14. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 15. Access and egress to all local properties shall be maintained at all times. 16. 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. Special Conditions Page 3 of 5 PERMIT NO.4254 Hideaway / On -site Street, SD, Water, & Sewer / Tract No. 29894-3 & 4 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 or any existing detour 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. 17. 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. Special Conditions Page 4 of 5 PERMIT NO.4254 Hideaway / On -site Street, SD, Water, & Sewer / Tract No. 29894-3 & 4 18. 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. 19. The City of La Quinta reserves the right to revoke, suspend or void this,permit at any time. 20. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 21. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 5 of 5 10/06/2004 T5:.1.7_:::::.909=487.1214 ""'CJW.GENERAL,. CONTRACT PAGE . 01 CjW Gcncral Contracting Lind 8 Bald FAX. MEMORANDUM To: Anthony — Public Works Dept / City of 1a Quinta Fax: 760/777.7155 From: Wendy Gar Date: October'6, 2004 Re: Requested Documentation / License & Insurance Good afternoon:.. As a follow-up to our telephone conversation, I am attaching a copy of the following for your reference: • Contractors State License Board — License #819474 (card copy) • Surety Company of the Pacific - #1034543 (card copy) • CSLB License Status from internet dated 1o/6/04 • Certificate of Insurance naming City of La Quinta as additional insured It is my understanding that Missy from your office is processing our city business license. If you have any questions or need further assistance, please contact our office at 951/487.1201. Thank you.. Page(s): 8 — including memo 831 S. State St. #B *. San,Jacinto,:CA 92583 s Office: 951/487.1201 ♦ Fax: 951/487.1214 10/06/2004" _'15:::1-7:.::':. 909='4871'214 "<CJW.'.'GENERAL. CONTRACT :: :. ;:.:PAGE; .05' .• ACORU."°CERTIFICATE OF LIABILITY INSURANCE OP ID` DATE(MMIDONYYYY) CJWGE -1 10 PRODUCER O50.4 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Austin Cooper & Price ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Ins Agency Inc (Iric-0546677) HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P O Box 3280 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW_ San Bernardino CA 92413-3280 Phone:909-886-'9861 Fax:909-886-2013 INSURERS AFFORDING COVERAGE NAIC# IN9URE0 WSURERA: Everest Indemnity Company INSURER 0: American Statea Insurance Cc 19704 COW General Contracting INSURERC: Hartford Insurance 037. 9 State Street 8 San Jacinto CA 9258 INSURERD: INSURER I,;COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEW ISSUED TO THE INSURED NAMED ABOVE FORTHE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OP ANY CONTRACT OR OTHER DOCtAMNT WTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMIT$ SHDWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Mill ADDI LTis N TYPE OF INSURANCEY PDUCYWULMER DATE MMIOp TivE DATE MID N LIMTS GENERALLIAPILITYr EACH OCCURRENCE 0041000 A X X COMMERCIAL GENCRALLIABiLrY 5800666639041 07/30/.04 07/30/05 PREMISss Esoacurence $ 50 000 I � CLAIMS MADE -^ OCCUR , r MED EXP (Any one perenn) $ 5 , 000 PERSONAL &ADVINJURY $1,000,000 GENERAL AGGREGATE $ 2,000,000 GEML AGGREGATE LIMIT APPLIES PER; PRODUCTS - COMPIOP AGG $ 1 0 0 0 000 , , POLICY MT LOC - AUTOMOBILALIABILITY B X ANY AUTO DICG3065522 03/01/04 03/01/05 (OOMM' SINGLE LIMIT $ 1, 000, 000 ALL OWNED AUTOS SCHEDULED AUTOS (Per peon person) S HIRED AUTOS - BODILY IN•IURY S NON -OWNED AUTOS (Per eoddent) PROPERTY DAMAGE S (Per emdant) GARAGE LIABILITY ALTO ONLY • EA ACCIDENT $ ANY AUTO OTHER7HAN CA ACC S ALTO ONLY: AGG S v EXCESSNU ORELLA LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE S DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND MPLOYERS' LIABILITY TORY LIMTS F_R ANY PROPRIETORRARTNERIEXECUTNE E.L. EACH ACCIDENT $ OFFIOMMEMBER EXCLUDED? M qes, dangft unaer E.L. DISEASE -_EA EMPLOY S OTHER ow PROVISIONS below F.L. DISEASE • POLICY LIMIT S C Equipment Floater 72MSUSGS37 08/27/04 08/27/05 See Below If Applies DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Jab: The Hideaway TA#29894-2 La Quinta CA Certholder is addil ins/prim wxdg as respects gen!1 liab per ECG205080504 & ECG245330504; 30 days N o C except 10 dats for nonpayment CERTIFICATE HOLDER CANCELLATION CILAQ01 SHOULD ANY OF THE A80vE DESCRIBED POLICIES BE CANCELLED BEFORE THE EMRATIOlk DATE THEREOF, THE ISSWNG INSURER VALL ENDEAVOR To MAIL 3 0 DAYS WRITTEN City Of La Quints NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL 7 8-4 95 Calle Tanpico IMPOSE NO DBUGAflON OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR La Quinta CA 92253 REPSESENTAIWEEi. @ACORD CORPORA• 71214 : '; ::::':,,":': f CJW.,GENERAL'.'CONTRACT <'.: ' PAGR.:;.:06 POLICYHOLDER COPY STATE P.O. BOX 420807, SAN FRANCISCO, CA 94142-0807 COMPENSATION IN 5U It NGr FUN D CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ISSUE DATE: 10-05-2004 GROUP: 000046. POLICY NUMBER: 12448-2003 CERTIFICATE ID_ 90 CERTIFICATE EXPIRES: 11-01-2004 11-01-2003/11-01-2D04 CITY OF LA QUANTA 78 495 CALLS TAWICO LA QUINTA CA 92253 JOB: Tn BIDEWAR-Tit#29894-2 LA QVI TPA CA This is to certify that we have Issued a valid Worker's Compensation insurance policy in a form approved by the California Insurance Commissioner to the employer named below for the policy period that will expire or did expire as indicated above. This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policy listed herein. Notwithstanding any requirement, term or condition of any contract or other document with respect to which this certificate of insurance may be issued or to which it may pertain, the Insurance afforded by the policy described herein is subject to all the terms. exclusions, and conditions, of such policy, AUTHORIZED REPRE3ENTAT1vE �,tei,,,,,,,� C . 09L, PRCSIDENT EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS: $1,000,000 PER OCCURRENCE. ENDORSEMENT #160D - C1AD A. WALTON, P,S,T - EXCLUDED. ENDORSEMENT #1600 - JEFF B WALTON, VP - EXCLUDED. ENDORSEMENT #2065 ENTITLED CERTIFICATE SOLDERS, NOTICE EFFECTIVE 11-01-2003 IS ATTACHED TO AND FORMS A PART OF THIS POLICY. EMPLOYER WALTON BROS. ENTERPRISE, INC. DRA: C J N GENERAL CONTRACTOR 831 S STATE ST B SAN JACINTO CA 925B3 gCtF 102i42E: •a:'ca ::.:; :; a: �::.��;:�'... f :;_Acelp{ thls.rn-mflrata ath ."O716' . �. D: td05-204gnlY Nwu aa a faMWtertnodcgSSTATEFUNDDOCUNENi' rPA:E1OF1 Insured: CJW General Contracting Policy # 5800000039041 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSESS OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU ONGOING OPERATIONS ONLY This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to include as an additional Insured any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement prior to the commencement of such operations that such person or organization be added as an additional Insured on your policy. Such person or organization is an additional Insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or part by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf, in the performance of your ongoing operations for the additional insured. A person's or organization's status as an additional insured under this endorsement ends when your operations for that additional insured are completed. B. With respect to the insurance afforded to these additional Insureds, the following additional exclusions apply: This insurance does not apply to: 1. 'Bodily Injury", "property damage" of 'Personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. 2. "Bodily injury" or "property damage" occurring after. a. All worts, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or b. That portion of 'your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. 3. "Bodily injury', property damage" or "personal and advertising injury" arising out of any construction projects that are part of a consolidated (wrap-up) insurance program_ This exclusion also applies to any: a.. Work or operations performed; or b. Materials, parts or equipment furnished; In connection with such wrap-up construction projects, regardless of whether they are performed or fumished at the location of the wrap-up constriction project or anywhere else. ECG 20 508 05 04 Copyright Everast Reinsurance Company, 2004 Includes copyrighted material of Insurance Services Office, Inc., with Its permission 10/.067:2004T'5-:17 -.,. 909: 487.12T4 `"':. CJW':GENERAL "CONTRACT Insured: CJW General Contracting Policy No.: 5800000039041 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ iT CAREFULLY. PRIMARY / NONCONTRIBUTORY -- YOUR OPERATIONS FOR ADDITIONAL INSURED This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART The following is added to Section IV — Commercial General Liability Conditions: 1. If insurance similar to.this insurance is held by a person or organization that is an additional insured on this policy, this insurance is primary to that other insurance. We shall not seek contribution from that other insurance for amounts payable under this insurance for liability arising out of your ongoing operations performed for that person or organization under a written contract. 2. However, the provisions of this endorsement do not apply to a person or organization unless you had a specific written request from that person or organization that: a. This insurance be primary insurance; b. They be an additional insured on this policy; and c. You receive such request prior to the date that your operations for that person or organization com menced. ECG 24 533 05 04 Copyright Everest Reinsurance Company, 2004 Includes copyrighted material of Insurance Services Offices, Inc., with its permission. 1:0/0672064'":'5':1V:::'" 4 CJW .GENERAL CONTRACT - .... ..:PAGE:.:;:04.:.' :,':: Ltcen`se Detail' =+ "U :'_4 :...: Page 2_ of 2 . SURETY COMPANY OF-T-HEPACIFIC. Effective Date: 01/01/2004 C9ntractge9 Bonding Wistorx BOND OF QUALIFYING INDIVIDUAL(1): The Responsible Managing Officer (RMO) C ANDREW WALTON certified that he/she owns 10 percent or more of the voting stock/equi corporaition. A bond of qualifying individual is not required. Effective Date: 05/02/2003 '* * * Workers Compensation Information * * * This license has workers compensation insurance with the STATE COMPENSATION INSURANCE FUND Policy Number: 046-0012448 Effective Date:.11/01/2002 Expire Date:11/0112004 Personnel listed on this license (current or disassociated) are listed on other licei Personnel List Other Licenses License Number Request Contractor Name Request, Personnel Name Request Salesperson Request Salesperson Name Request ® 2004 State of Cal'rfomia. Conditions of Use Privacy Potiov //w,ww2 cs(b ca.gov/CSLB_LIBRARY/License,%ptail _. :asp: ' .. -'t�. :�•f0/5/2004`` = : ..,.:.. i ENERAL -CONT:RACT :PAGE`.. 02 :. . {�; :4. CONTRACToRS Calitornia A. I- 'f STATE LICENSE BoAR0 C�ro�r ACfi/E LICENSE. Ar 819474 . WaLTON BRos ENTERPRISESEdayCORD INC DBA C J W GENERAL CONTRACTING .ou•.,Mo,,. 05/31/2005 SURETY GA, PACIFIC RATED 3X�g�j 7 9Y AM. BEST . CALIrbR ero . LAgpgST AN, NIG--T R_ RY LISTED ��OF - IA IE^IC= J F NDS r TN CARD uo, BOND x } IN ,' /1aUCLASSF ATOMS) .r h r 1.0%06'/. 2004 a15`t`17.:` : _`'': .909`=48.7.1`214 ; :;. ` ': CJW :GENERAL': CONTRACT "P.AGE.°".,03:': Licerise Detail:' Page 1 of 2 License Detail CA1jF0ACONfFLACT.O_RS_STATE LICEN Contractor License # 819474 DISCLAIMER A license status check provides information taken from the CSLB license data base. Before on this information, you should be aware of the following limitations: • CSLB complaint disclosure is restricted by law (B&P 7124.6). If this entity is subject tc complaint disclosure, a link for.complaint disclosure will appear below. Click on the fin button to obtain complaint and/or legal action information. • Per B&P 7071_.17, only construction related civil judgments known to the CSLB are di: • Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. • Due to workload, there May be relevant information that has not yet been entered ont Board's license data base. Extract Date: 10/06/2004 * * * Business Information * * * WALTON BROS ENTERPRISES INC dba: C J W GENERAL CONTRACTING 831 S STATE STREET #B SAN JACINTO, CA 92583 Business Phone Number: (909) 487-1201 Entity,, Corporation Issue Date: 05/02/2003 Expire Date: 05/31/2005 * * * License Status * * * This license is current and active. All information below should be reviewed, * * * Classifications * * * Clash Description GENERAL ENGINEERING CONTRACTOR * * * Bonding Information * * * CONTRACTOR'S BOND: Tdiis license filed Contractor's Bond number 1034543 in the arr $10,000 with the bonding company c51b;.ca.gov/CSLB L1BR1ARY/Liccnse+.Detaih2mn 1 ni41')Any License Detail Page 1 of 2 California Home License Detail CALIFORNIA CONTRACTORS STATE LICENSE BOA Contractor License# 782674 DISCLAIMER A license status check provides information taken from the CSLB license data base. Before relyin( on this information, you should be aware of the following limitations: • CSLB complaint disclosure is restricted by law (B&P 7124.6). If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. • Per B&P 7071.17, only construction related civil judgments known to the CSLB are disclose( • Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. • Due to workload, there may be relevant information that has not yet been entered onto the Board's license data base. Extract Date: 10/06/2004 * * * Business Information * * * CJW GENERAL CONTRACTING 831 S STATE STREET #B SAN JACINTO, CA 92583 Business Phone Number: (909) 487-1201 Entity: Sole Ownership Issue Date: 08/09/2000 Expire Date: 08/31/2008 * * * License Status * * * This license is inactive and not able to contract at this time. * * * Classifications * * * ClassI Description 0 GENERAL ENGINEERING CONTRACTOR * * * Bonding Information * * * CONTRACTOR'S BOND: This license filed Contractor's Bond number 6324152 in the amount o- $10,000 with the bonding company SURETY COMPANY OF THE PACIFIC. http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp?LicNum=782674 10/06/2004 P.O. Box 1504 78-495 CALLe TAMPICO (760) 777-7000 LA QUINTA, CALI.FORNIA 92253 FAX (760) 777-7101 October 8, 2004 Mr. Dan Williams The Hideaway P.O. Boz 1540 La Quinta, CA 92253 Dea'r.Mr. Williams: The City of La Quinta has. been made aware of several 'issues brought up for Amendment No. 2 of Amended Map 29894-2. They are listed below: • The approved rough grading plans need. to be revised to reflect. changes in the pad elevation and the lot configurations. • 'Accordingly, applicable approved precise grading plans also need to be revised to reflect changes resulting from the reduction in lots and their configuration. • To our knowledge, the Subdivision Map Act requirement for at least one exterior boundary line of the land to' have adequate monuments before the map is recorded, has not been met. Please submit documentation from Tetra Tech .that this has been performed. We also request at this time, that interior lot monumentation be done.in a timely manner and in accordance to the Subdivision Improvement Agreement and within the time, restrictions allowed. Please submit a schedule regarding the above to us within the week. • A Master Map of the Hideaway was requested by Building and Safety and has not been submitted. Please submit the following by the, close of business October . 15, 2004. We will withhold further permitting for the Hideaway tracts to include 29894-2, 29894-3 and 29894-4 until further notice pending resolution of the above. If you have any questions regarding this matter please contact me at (760) 777-7044. Sincerely, 101 Brian Ching Associate Engineer CC: Paul Goble, Senior Engineer Greg Butler, Building & Safety Manager Project 29894, File I