Loading...
7002QUM Ira 4 4 * ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Codes 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 Minor Improvement Permit Class IV DATE:May 14, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Four Seasons TM 32742; 55101 Monroe Street PURPOSE OF CONSTRUCTION: Clear and.grub, PM10 and erosion control CMrl0� DESCRIPTION OF CONSTRUCTION: 40 SFD lots; See PSN 06149 and 06219 DIMENSION 0FINSTALLATION OR REMOVAL: See PSN 006149 and 06129 APPROXIMATE TIME WHEN WORK WILL BEGIN:Will call TIME OF COMPLETION:Four months from start ESTIMATED CONSTRUCTION COST: $55,500.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: f >I�EUN UF�� Nh f PLEME CA-L4, �71-70Q� 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 at (760) 777- 7075. Comply with all applicable City'Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applican or Agent Monterra Holdings, LLC - Ed Rippe P.O. Box 1396 La Quinta, CA 92247-1396 (760) 702-0684 (702) 480-2036 Name of Applicant (please print) Business Address Telephone No. rra Nova La Quinta, CA Name of Contractor and Job Foreman s: 843418 Contractor's License No. Everest Indemnity Insurance Co. Applicant's Insurance Company .ram F FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Finance Revenue Code Inspection Fee E_1 $1,665.00 Permit Fee Ti $100.00 As -Built Deposit EE=A $0,000.0011 Cash Deposit -Surety Bond, E_B $0 if required TOTAL $ 2,765.00 dress Telephone No. City Business License No. Policy Number Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7002 DATE APPROVED: pLy 1S 2-007 EXPIRATION DATE: I I2 BY: FNIERED Administrative Authority few Date: (4p PUBLIC WORKS DEPARTMENTN- N U2 ?00T APPLICATION FOR PERMIT e . entsery yes Tract No: 32'74?, Project Name: u R ��a5onJ5 Vicinity: S5j01 e , AF_ Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) Q,-,- 4 ?ru n M / o Ei24 s l o p •b T�Q o f -Description of Construction (i.e.: See Plan Set No. 01234) !yo S F,D lads 1� fp � 5/ I 9t OCR 21 Dimension of Installation or Removal: Approximate Construction Start Date:. U—A r4 , 9 , Zoo 7 Approximate Construction Completion Date: M-P,y 3 04 ago Estimated Construction Cost: $ S, S-pa Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling; compaction and placing permanent resurfacing and or replacing improvements Contact Name: im- Phone Number: 70Z- g80-2D36 Name of Applicant/Owner:,q t~Diti S LLt Applicant Address: 0. Sok 13%, j Ou, i�(',A 2,22#7-/396 Applicant Telephone Number: 7&p - 7o Z - ' &,8 Applicant E-mail Address: Name of Contractor: Z / F ekr CC nfS-rRU A.1 ._Contractor Address:. q Contractor Telephone Number: -7zo - 937 - ZoM Contractor State License Number:.34-1 g Contractor City Business License Number: �;��, Cons, SKe,. 10231a le Contractor E-mail Address: Li o�ari- r,�,,. �-�. (al, ra.,I _ c�,►ti, ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4 Applicant or Contractor General Liability Insurance Company: LCV&RI_sT =_mDgmN try TN.SuRAdU: Coro P,AAfk Applicant or Contractor General Liability Insurance Policy Number: 5800000412 7 -661 Office Use Onl : Inspection F Permit Fee: o o -� As -Built I 006 Deposit. . Dust Control T— Deposit: Credit Amount: Office Use Only: Assigned Permit Number. -7 00 —L— Approval Date: Expiration Date: Issue Date: Administrative Authority: TOTAL FEE DUE: S - V FOR PERM rr.doc CONSTPLACT)ON N07M (D M� SE� comsrw� TRA*CT NO. 26769 MB 235140-41 IL WA ------- ------- ----------- iL Job Name:_ FON1A SEASoArs Tract No.: 32.742. Contract Amount: $ Zo 9 °O Lender Cost Code: 130 . 002 • mm SUBCONTRACT AGREEMENT THIS AGREEMENT is made and entered into at 55255 Medallist Drive, La Quinta, California 92253 QWA� 41Z between Y'i o KTER R A H otDt NtGS, LL. C , hereinafter referred to as " Gen and ( L 1 pQi<RT NSTRUCTI a n1 _?wlc . , with. principal office at hereinafter referred to as "Subcontractor". WITNESSETH: Whereas, Contractor has contracted and undertake located approximately at 551b Ayem t in accordance with Plans and Specifications from dated 714 n0. 0& _ aooL as / job hereinafter referred to Whereas, Subcontractor desires to provide all labor, material, and equipment necessary to complete the following: EXHIBIT "A" (Pages 1 & 2) NOW, THEREFORE, in consideration of the Mutual Covenants and Agreements, Contractor and Subcontractor do contract and agree as follows: Subcontractor certifies and agrees that he/it is fully familiar with all of the terms, conditions, and obligations of the Contract Documents, as hereinafter defined, the location of the job site, and the conditions under which the work is to be performed, and that he/it enters into this Subcontract based upon an independent investigation of all such matters and is in no way relying upon any opinions or representations of the Contractor. It is understood and agreed that this Subcontract represents the entire Agreement between Contractor and Subcontractor. It is further agreed that said Contract Documents are incorporated in this Agreement by this reference, with the same force and effect as if the same were set forth at length herein, and that Contractor and his Subcontractors will be and are bound by any and all of said Contract Documents insofar as they relate in any part or in any way, directly or indirectly, to the work covered by this Agreement. The phrase "Contract Documents" is hereby defined to mean and include: Section 1— Contract Price: The Contrac r a� rees to pay the Su contractor for the s 'ct performance of his work, the sum of T o flu ridre, int 7j;dmS'QPI wo LVIAVJ'. ($ 2o_ l p q _ 20 ), in current funds, subject to additions and deductions for changes as may be agreed upon and make payment in accordance with Payment Schedule described herein. If phasing of the project is required for any reason, the unit prices set forth in the Payment Schedule shall remain fixed for a maximum of six (6) months from Notice of Completion of construction. If for any reason Contractor is unable to proceed with construction of future phases of this project said contractor shall be held harmless for any costs attributable to any said future phases. Section 2 — Payment Schedule: Contractor agrees to pay Subcontractor in monthly payments per the attached "Payment Schedule" 90% of all labor and materials which have been placed in position and for which payment has been made by said Owner to said Contractor and the remaining 10% shall be retained by the Contractor until 35 days after work has been fully completed according to the prime contract and delivered and accepted by the Owner, and Contractor, and it is the sole responsibility of the Subcontractor to submit for retention payment. Subcontractor agrees to furnish, if and when required by Contractor, payroll affidavits, receipts, vouchers, releases of claims of labor, materials and Subcontractors performing work or furnishing materials under this Subcontract, all in a form satisfactory to Contractor, and it is agreed that no payments hereunder shall be made, except at Contractor's option, until and unless such releases are furnished. Any payment made hereunder, prior to completion and acceptance of the project, shall not be construed as evidence of acceptance of any part of the Subcontractor's work. CONSTRUCTION AGREEMENT - 11O0 .0O2 . 1'hKA - ( a& INITIALS:. SUBCONTRACTOR INITIALS: nr4-t,- Page 1 of 8 Message: Page 1..of5 Daniel Valenzuela From: Tony Colaros5i Sent: Wednesday, January 10, 2007 1:09 PM To: Daniel Valenzuela Subject: RE: Encroachment Requests % At this time they are required the following: 1. Arch/Paleo Contract 2. PM10 security as follows: 25% Cash Required $7,270 75% Bond Required = $21,810 Or Total all Cash of = $29,080 3. Rough Grading bond.289,160 less the grading bond calculator results..We need to figure this out when that time comes. Note, they will probably go to council on 1 rst meeting of Feb, so the Rough Grading Bond won't be required because they are posting bonds soon. 4. Restoration bonds will not be necessary until they work in the R/W (Clear and Grub usually isn't in the R/W). Also, if the final map goes through in Feb, then this project won't have to worry at all about restoration bonds. 5. 1 noticed in the archive that they have approved SWPPP and PM10 plans (see PSN 06219) (06149 is the SWPPP). Note, if someone wants to Clear and Grub, then all that is necessary is to obtain a PM10 plan and the SWPPP. Note, this may change soon. Also, the developer should be aware that they will be required to provide PM10 dust mitigation measures 24/7 until the area is permanently sealed and spraying doesn't include permanent. Thanks, Tony -----Original Message ----- From: Daniel Valenzuela Sent: Wednesday, January 10, 2007 11:19 AM - To: -Tony Colarossi Subject: RE: Encroachment Requests -Hi Tony, On another permit, Four Seasons. is requesting a clear & grub permit for tract 32742. Do they need or have a bond posted for PM 10 Dust control, restoration bond, and grading bond? Does the applicant have. approved plans? I've checked the T-drive under. the folder Deposits_bond_Icredit for any bonds relating to this tract, with no luck. I also checked the website for approved plans and only found an approved plan for PM 10 Dust control. Thanks, Daniel Valenzuela -Assistant Engineer I La Quinta Fu6lic Works Department 787495 Calle Tampico, La Quinta, CA 9z247 1/10/2007 EEP-21-2006 12:13P FROM:CRM CRH TECH 4472 Orange Street Riverside, CA 92501 September 21, 2006 Monterra Holdings, LLC c/o Robert Rippe P. O. Box 1396 La Quinta, CA 92247-1396 SCOPE OF WORK AND COST PROPOSAL Archaeological and Paleontological Monitoring The Four Seasons Project Tentative Tract No. 32742; APN 767-580-015 Approximately 14 acres In the City of La Quinta, Riverside County, California At the request of Ed Rippe, on behalf of Robert Rippe ("Client"), CRM TECH is submitting this cost proposal and scope of work concerning archaeological and paleontological monitoring during on- and off -site earth -moving activities that impact native soils for Tentative Tract No. 32742 (APN 767-580-015). The project site consists of approximately 14 acres and is located along the west side of Monroe Street, north of Brown Deer Park, in the City of La Quinta, Riverside County, California. The monitoring is required by the City of La Quinta (Lead Agency) and will be performed under provisions of the California Environmental. Quality Act (CEQA; PRC §21000, et seq.). Statement of Needs and Scope of Work The City .requires that cultural and paleontological resources be properly protected. In order to do so, CRM TECH proposes to accomplish the following tasks: 1. Review data on -file at CRM TECH's office regarding'the geological formations and cultural resources in the project area and vicinity; 2. Conduct a survey of the project area prior to any earth -disturbing activities to determine if there are any archaeological or paleontological resources on the surface, to verify the surface geology, and to establish the archaeological sensitivity; 3. Provide on- and off -site monitoring during clearing, over -excavation., grading, trenching and/or other earth -moving operations that impact native soils, as required; if cultural or paleontological resources are encountered during this time, the archaeologist/ paleontologist shall have the power to temporarily halt or divert work in that area until the finds are evaluated and recovered; 4, Identify, .record, evaluate and collect any artifacts, features, sites, fossils, and/or fossil - bearing matrices discovered during monitoring, if any; 5. Process soil samples and catalogue artifacts and/or fossils recovered during monitoring and arrange for their permanent. curation at an appropriate facility; 6. Consult with Native American representatives and/or local historical societies in the event of significant archaeological findings; Tel: 951 784 3051 Fax: 951 784 2987 Cell: 909 376 7843 SEP-21-2006 12:13P FROM:CRM TECH 7. Complete site record(s) or site record updates and submit them to the Eastern Information Center if historical/ archaeological materials are found; 8. Analyze and interpret the recovered materials and prepare final reports to document the results of the procedures. Cost Proposal CRM TECH proposes to complete the tasks listed above at a flat rate of $60 per hour. for the lead archaeological./paleontological monitor and $45 per hour for additional personnel if needed. As a rule of thumb, one monitor can cover six scrapers if they are working in the same area. If more than six scrapers are used, or if earthmoving equipment is working at separate locales, additional monitors maybe needed. Hours beyond eight per day and/or forty per week will be billed at an overtime rate of $85 per hour for the lead monitor and $65 per hour for additional personnel. Also, in. the event that work is halted or does not get started on a scheduled work day, the Client will be billed a minimum of two (2) hours show -up time. In addition to the time spent in the field monitoring the earth -moving, time and effort are also needed to process and catalogue all recovered artifacts, fossils, or fossil -bearing matrices, if any (item # 5, above), complete site records and/or site record updates if historical/archaeological artifacts are found (item # 7, above), and analyze and interpret the data and prepare the final reports (one presenting the archaeological findings and one presenting the paleontological findings) for the project (item # 8, above). The extent of these efforts depends mostly on the number and type of cultural and/or paleontological resources found during monitoring and can not be predicted. Iowever, the Client will be informed if any substantial resources are recovered. All tasks performed by CRM TECH personnel will be billed at the $60.00 per hour rate noted above. In addition, the Client will be billed cost plus 15% for any outside special studies (carbon-14 dating, faunal analysis, etc.) that may have to be conducted.. It is understood, therefore, that the full cost of the archaeological/paleontological monitoring program., as outlined above, depends on the number of hours of monitoring earth -moving activities and the amount of time needed to catalogue and analyze the finds, if any, and write the reports. At the end of the project, the Client will be presented with the various options, and their costs, for curating any recovered artifacts or fossils. Note: if a buried archaeological or paleontological deposit is exposed during grading that requires an extended mitigation effort, such an effort would require a new proposal for mitigating the impacts to the resource, including a new scope of work and budget. Also note that the rates quoted here include items such as mileage, copies, photograph processing, and administrative fees. These items will not be added to the invoices. Payment Schedule Invoices for services completed will be submitted monthly. Project Schedule A one -week notice prior to starting the rough grading would be appreciated, but no less than two (2) days is required. Co-ordination of project schedules should be made with Michael Hogan in the CRM TECH office. Tract 32742. Archaeo%Paico Monitoring 8EP-21-2006 12:14P FROM:CRM TECH 951784298( 1U:I(bMb4bifb3 Agreement If the Client agrees to the terms and conditions of this proposal, an authorized signature below will constitute a contract and an agreement to proceed. Alternatively, this document can be incorporated into a subconsultant agreement. Submitted by: IAc Michael Hogan CRM TECH Agreed to: / i��.✓ rrinr name//�ana nue oignarure emu« O 3 Tract 32742 ArchaeolPaleo Monitoring ,City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7002 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 protect 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 (W) 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 ''Y2") 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 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 bya 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. it PERMIT NO.7002 Four Seasons / Clear and Grub, PM 10 and Erosion Control / Tract No. 32742 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. Monterra Holdincs, LLC and/or Lippert Construction, Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. The permittee shall be responsible for fugitive dust control as outlined in the approved dust control plan and the following: a. During Import/Export 1. A valid grading permit shall be active at both the import and export sites 2. The soil at the import or export location shall be premoistened to a minimum of 70% of optimum moisture based on ASTM DI 557 prior to transporting material on the public right of way. 3. All trucks shall be covered and have a minimum of 6" freeboard prior to hauling. 4. Street cleaning shall occur at both import and export sites and both sites must obtain a city approved trackout system. b. Storage and Stockpile Handling 1. Wind Sheltering a. Install PM 10 fencing on 3 sides of pile equal to height of pile. b. Coverings can be used on small piles and they must be secured 2. Stockpile Stabilization Methods a. Continous watering by truck or sprinklers or b. Chemical stabilization with continuous monitoring 3. Material Handling a. Confine load in/out to downwind side of pile b. Piles greater than 8ft in height must be a minimum of 100 ft away from occupied buildings. 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 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Special Conditions Page I of 4 n f PERMIT NO.7002 Four Seasons / Clear and Grub,.PM 10 and Erosion Control / Tract No. 32742 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. 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. 7. 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. 8. Any land on which Williamson Act contracts apply shall remain undisturbed. 9. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § I (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. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by. the city or existing errors & omissions by the architect or engineer of record. Special Conditions Page 2 of 4 kid PERMIT NO.7002 Four Seasons / Clear and Grub, PM 10 and Erosion Control / Tract No. 32742 13. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 14. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 15. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 16. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall,inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 17. 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 attentiori this to the Assistant Engineer II. If the, archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 18. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 19. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfrll 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 maybe used as backfrll material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfrll shall be performed by mechanical means; no water densifred 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 backfrll operations. This permit is for clear and grub only. No excavation is permitted. 20. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 21. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 3 of 4 `1 PERMIT NO.7002 Four. Seasons / Clear and Grub, PM 10 and Erosion Control / Tract No. 32742 22. 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: Asphalt work of any kind is not permitted 23. 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. 24. 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. 25. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 26. 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. 27. 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 4 of 4 below for Finance Revenue Codes - IOU ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION 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 Minor Improvement Permit Class IV DATE:May 14, 2001 LOCATION OF CONSTRUCTION (Street address or Description): Four Seasons TM 32742; 55101(Monroe Street j PURPOSE OF, CON STRUCTIONc,Clear and drub, PM10 and erosion control—' DESC,RIPTIO.N• OF CONSTRUCTION: 40 SFD lots; See PSN 06149 and 66219 DIMEIV.SION OFINSTALUATION OR REMOVAL: See PSN 006149 and 06129 APPROXIMATE TIME WHEN WORK WILL BEGIN:Will call TIME OF COMPLETION:Four months from start ESTIMATED'CONSTRUCTION COST: $55,500.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: �IwCON M T�NG(f PIzME aA-tt '777 70Q7 In cons ideration`of the granting of this permit, he applicant hereby agrees to: Indemnify,. defend and save the City, its authorized agents, officers, representatives acid employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or courtaction 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 at (760) 777- 707 5. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applican or Agent Monterra Holdings, LLC - Ed Rippe. P.O. Box 1396 La Quinta CA 922471396 (760) 702-0684 (702) 480 2036 Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman 18 Contractor's License No Applicant's Insurance Com V/ �Z . Co. C. i any Al, FEES: Subdivision Improvement Permit = Class III Minor Improvement Permit Class IV Finance Revenue Code Inspection Fee E_1 $1,665.00 Permit Fee EE=1 $100.06 As -Built Deposit EA $(1,000.00) Cash Deposit -Surety Bond, E-B $0 if required TOTAL $ 2,765.00 lova La Quinta, CA 92253 (760) 837-2088 . ress Telephone No. 102366 City Business License No. 5800000427-061 Policy Number Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7002 DATE APPROVED- j�j 100 '77 EXPIRATIONDATE: 2 BY: q4t- Administrative Authority cisCONSIEMON NOTES AM MMRUCWN NMI— W-1 TRACT NO. 26769 k ,y �► -------- . 1 �� ',�;,�.►. �l��a- i�;i����:-• - � . �. -tom #II' City of La Quinta The following General and Special Provisions are attached to *and made a part of Permit Number 7002 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 protect 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 (W) 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 W') 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. JI 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.7002 Four Seasons / Clear and Grub, PM 10 and Erosion Control / Tract No. 32742 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the .actual work performed. 3. Monterra Holdings, LLC and/or Lippert Construction, Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. The permittee shall be responsible for fugitive dust control as outlined in the approved dust control plan and the following: a. During Import/Export 1. A valid grading permit shall be active at both the import and export sites 2. The soil at the import or export location shall be premoistened to a minimum of 70% of optimum moisture based on ASTM DI 557 prior to transporting material on the public right of way. 3. All trucks shall be covered and have a minimum of 6" freeboard prior to hauling. 4. Street cleaning shall occur at both import and export sites and both sites must obtain a city approved trackout system. b. Storage and Stockpile Handling 1. Wind Sheltering a. Install PM10 fencing on 3 sides of pile equal to height of pile. b. Coverings can be used on small piles and they must be secured 2. Stockpile Stabilization Methods a. Continous watering by truck or sprinklers or b. Chemical stabilization with continuous monitoring 3. Material Handling a. Confine load in/out to downwind side of pile b. Piles greater than 8ft in height must be a minimum of 100 ft away from occupied buildings. 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 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Special Conditions Page I of 4 re PERMIT NO.7002 Four Seasons / Clear and Grub, PM 10 and Erosion Control / Tract No. 32742 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. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (le any 4 lane street) before 8:00 a.m. 7. 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. 8. Any land on which Williamson Act contracts apply shall remain undisturbed. 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. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit maybe "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. Special Conditions Page 2 of 4 Z PERMIT NO.7002 Four Seasons / Clear and Grub, PM 10 and Erosion Control / Tract No. 32742 13. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to . start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 14. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 15. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) .777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 16. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 17. 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 the Assistant Engineer q\ II. If the archaeologist determines the site note to be required to be ob rved, please submit a letter signed by the archaeologist stating -their determination. 'r l� 18. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 19. 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. This permit is for clear and grub only. No excavation is permitted. 20. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 21. Access and egress to all local properties shall be maintained at all times. i Special Conditions Page 3 of,4'/ PERMIT NO. 7002 Four Seasons / Clear and Grub, PM 10 and Erosion Control / Tract No. 32742 22. 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: Asphalt work of any kind is not permitted. 23. , 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. 24. 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. 25. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 26. 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. i 27. 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 t& perform the required restoration work: Special Conditions Page 4 of 4