Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
9074
See below for Finance Revenue Codes 4 •4a.Q" 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. FILE COPY Subdivision Improvement Permit - Class 111 Minor Improvement Permit - Class IV DATE: 11/3/2009 LOCATION OF CONSTRUCTION: Hidden PURPOSE OF CONSTRUCTION Soils DESCRIPTION OF CONSTRUCTION: N/A TM 29436; Eisenhower Drive West of Washington Street DIMENSION OF INSTALLATION OR REMOVAL: N/A APPROXIMATE TIME WHEN WORK WILL BEGIN: 11/5/2009 ESTIMATED CONSTRUCTION COST: N/A TIME OF COMPLETION: 11/12/2009 (Including removal. of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) . COMMENTS 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 occuring 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- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-Zpdor0 P.M. at least twenty-four (24) hours prior to.the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules of the it) of La Quinta and to pay for any additional replacement necessary as the result of this work. . Sl4naiure of Applicant or Agent Trans West Housing - Chris McComic/ Marty Butler 13117 Quate Court, Suite A, Poway, CA 92064 (760) 625-6043 Name of Applicant Business Address Telephone No Trans West Housing 13117 Quate Court, Suite A, Poway, CA 92064 (760) 625-6043 Name of Contractor and Job Foreman Business Address Telephone No. 701039 Contractor's License Number First Specialty Insurance Corporation Applicant's Insurance Company FEES Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee E_1 Permit Fee E_1 As -Built Deposit E-A Cash beposit-Surety.Bond, E_B if required TOTAL 4972 City Business License No "a IRGS7162 Policy Number v 10 Public Improvements: 3"/0 of estimated construction costs Private Improvements: 3% of estimated construction costs ERMIT NUMBER: 9074 0.00 DATE ISSUED: jI : 1 Z.yq 100.00 EXPI ON DATE: 1 I. 12. 10 BY: .$6 00 0.00 WORK INSPECTED BY*: PERMIT. COMPLETION DATE*: , 100.00 * If the work is covered by. a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. . f Date: PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Tract No: za X36 Project Name: cp ra Y o is Vicinity: W -f -oL Jas r•, . Approximate Construction Start Date: I I-5 - a9 Approximate Construction. Completion Date: Estimated Construction Cost: $ N f ,,&, 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: I -R, NN1 T O 0514 Phone Number: ?6o - 6 zS 604,3 Name of Applicant/Owner:. C; S M G Lo m.t r- / "ol - 6 u,+(er Applicant Address: 1 1 .e CaAv--i- i s+e A ow CA Q Lo 6 Applicant Telephone Number: :740 — 2 Applicant E-mail Address: . Name of Contractor: RADS W-C--S-C Q6 11 Contractor Address: Q/5 2 60 v -e Contractor Telephone Number: 6a nem Contractor State License Number: Contractor City Business License Number: Z Contractor E-mail Address: ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED t Applicant or Contractor General Liability Insurance Company: �}- (✓s+ Sp 6,0+s TnswwKce �,orno✓a�von Applicant or Contractor Generai Liability. Insurance Poliby Number: �RGS� c6 Z Office Use Only: Inspection. Fee: Permit Fee: v� As -Built Deposit: Dust Control Deposit: Credit Amount: TOTAL FEE DUE: c O o VriveXhecklists Forms & A-P—PrIFF51 Office Use Only:. . q0 -7((- Assigned Permit Number. Approval Date: Expiration Date: Issue Date: Administrative Authority: 'Application Tor Permit posted q- eF1'T City of La Quinta, 78-495 Calle DATE RECEIVED 'R. ADDRESS Z7a7'2 La Quinta, CA 92247 91954 1 ` BUSINESS LI BUSINESS LICENSE RENEWAL To avoid incurring penalties (Ordinance 3.28.380); please return this invoice along with your check prior to your expiration date of. February 28, 2009 BUSINESS INFORMATION NOTICE Subject to tilp provisions of the La Quinta Municipal Code Section 3.28.410, every person engaged in the business of contracting which requires a state contractor's license shall pay a business license fee either annually or semi-annually. Please $50 hewing for six months or $100 If renewing for one year. (Circle One) General -Contractor / Annual or emi-Annual usmess License Fee: *Penalty fee is 10% per month of total business *Penalty: SC % $" ZS cid license fee , Name of Owner(s) or Officer(s) and, Title(s): Owned By: Corporation . Partnership_ Individual Phone Number: 11A 24 /V Fax Number: 55-? 3,41? 3216 If Corporation or Partnership: Tax I.D. M 3 3 — 0'6 :26 6.6 Vehicle License Number Permit Number (Finance Depail 1 t ' NOV i 0 -46 . OFILA, QUWA FiN117� nco► I declare under penalty perjury that to my knowledge, all information in this statement is true and P Signatures Title(s): U Date: _iI Z6150, S Rc :CEIPT City of La Quinta, 78-495 Calle Tampico, P.O. Bo c 15/094, La Quinta, CA 92247 DA V , 20 91955 RECEIVED FROM vL/ ADDRESS %% 7 Il FOR AMT. OF ACCOUP AMT. PA BALARE DUE 10721 TREENA STREET, #200 C°{�1-MEG©-6A-927 — BUSINESS LICENSE NO. 0004972 To avoid incurring penalties (Ordinance 3.28.380h please return this invoice along with .your check prior to your expiration date of: February 28, 2009 dBUSINESS LICENSE RENEWA Subject to the provisions of the. La Quinta Municipal Code Section 3.28.390, persons with a fixed `place of business within the City of La Ouinta shall pay an annual business license fee based upon actual gross receipts for the past twelve months. Type of Business: RE -01 E -54r,-6- �evcf'c �w. ` Business Phone #i !6L13 ^ Z Y l Gross business receipts during last twelve (12) months: * Penalty fee is 10% per month of Business License Fee $ v� i total'business license fee 5v c `Penalty % $ Name of Owner(s) or Officers) and Title(s): 2• (3AR2Y l`�rtitc State Board of Equalization Tax I.D. #: 33-. O 6 26 6 6 `� Sellers Permit# N Illi -- PLEASE INDICATE ALL VEHICLE PLATE NUMBERS THAT WILL BE USED IN THE BUSINESS. License Number Permit Number (FINANCI I HEREBY CERTIFY that he information supplied by me is correct a required by the County, to of Federal Government have been issued full force and effe CF Signature(s): Title(s) Date:. City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 9074 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 (%") 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 ® 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 Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) 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. 9074 Hidden Canyon / Soil Testing / TM 29436; Eisenhower Dr West of Washington St 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. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 4. 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. 5. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to.the anticipated inspection. 6. Geo- Environmental, Inc. (Nathan Wheeland), hereinafter referred to. as "Permittee", shall be responsible for providing continuous dust and erosion control. 7. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 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. 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 City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. Special Conditions Page 1 of 5 PERMIT NO. 9074 Hidden Canyon / Soil Testing / TM 29436; Eisenhower Dr West of Washington St 9. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 10. The permittee must compact any disturbed soil within the paved right of way back to its original condition or compact to a minimum density of 95% based on ASTM D 1557 and be placed while the soil is at +/- 2% of optimum moisture, which ever compacting effort produces the greatest density. 11. Any asphalt removed during potholing shall be replaced with City approved mix asphalt or equivalent. Temporary (Cold Patch) is not acceptable as an approved asphalt mix. The asphalt shall have a thickness equivalent or greater than the removed asphalt thickness and shall obtain a density of 95% or greater based on maximum density obtained by the ASTM Marshall Mix Design Method. 12. 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. 13. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 14. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest version of the California Manual of Uniform Traffic Control Devices (MUTCD) . On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the latest version of the California MUTCD. 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. 15. 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. 16. 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 cost to the City of La Quinta. 17. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5`}' Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. Special Conditions Page 2 of 5 PERMIT NO. 9074 Hidden Canyon / Soil Testing / TM 29436; Eisenhower Dr West of Washington St 18. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random pothole backfill compaction and testing if requested by the inspector. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 19. 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. 20. The permittee is responsible for obtaining a valid separate permit from other city, county, or state agencies if any of the work or traffic control devices extend into the agencies right of way. 21. 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 If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 22. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in Engineering Bulletin 97-04. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 23. The permittee is required to provide. an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of a. Possible traffic delays b. Time of construction c. Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. Special Conditions Page 3 of 5 PERMIT NO. 9074 Hidden Canyon / Soil Testing / TM 29436; Eisenhower Dr West of Washington St 24. 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. 25. Access and egress to all local properties shall be maintained at all times. 26. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent. pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved 1/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. 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. 27. 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. 28. 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. 29. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions Page 4 of 5 PERMIT NO. 9074 Hidden Canyon / Soil Testing / TM 29436; Eisenhower Dr West of Washington St 30. 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. 31. 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 i.) � o 0 ROAD`v WORK AHEAD 200' 120-5 (RT) FUGHT CLOSED AHEAD GUNA L PAZ 250' Cn (CA)11 ' Q1 I WASHINGTON ST. 6� p C� O g O P q Q4 4rJ �gC�ga o,0000 C= — a nD D U 0 8 d 8Q45 6 Q D D D� _ D C 0000oQco0 �QC* W4-2 100 PAZ - Cn (CA) 7AOADM[I' 35 ONLY G20-2 END ROAD WORK HIDDENyo CANYON C30 CA),❑p LANo CLOSED a(9 _.el 0 WORK W20-1 WORK 45 w Traffic Control Plan for z Soil Sample Test Holes Prime Contractor Based on Standard 3 Terra Del Sol Consulting N/A NO SCALE Traffic Control Design by Phone Prepared By Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield Sheet Number Date Permit Number 1 of 2 10/30/09 To Be Issued on Approval NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLS (M.U.T.C.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH ATALL TIMES. THERE SHALL BEA MINIMUM 5' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF WORK HOURS, ALL HOLE SHALL BE BACKFILLED, THE ROAD CLEARED OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. CONES SPACED AT 35' COACHELLA DR. � + PROPOSED TEST LOCATION 350' WORK AVD. oo FERNANDO oo� 0 0�� � d00000000000goq 0 Ez I -,:z C 0 O©OQ� d 060.E ppo pppOdo END ROAD WORK L. Q. RESORT 6qafl" - �� /2-11 0 T 1 Q � Q o WORK ` AHEAD 200' W20-5 (LT) aoseo AHFa� LAGUNA DEL PAZ 350 C17 (CA) eaovmu• vrra urrn 40 W4-2 320 JNA PAZ C17 HIDDEN CANYON 8 Q I I WASHINGTON ST. opr..'7QCOQQ QQ000 0 0 a o a s d OC"- OpQ000 QOO 3edl 45 Soil Sample Test Holes Prime Contractor Based on Standard Terra Del Sol Consulting N/A Traffic Control Design by Phone Prepared By Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield Sheet Number Date Permit NumtW 2 of 2 10/30/09 To Be Issued on Approval 0 0 0 Q 0 0 0 NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 0 Q THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLS (M.U.T.C.D.) O QQ 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF aDEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. �y t 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL �� c? (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH 0 TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM 5' BETWEEN THE EDGE OF CUT AND THE NEAREST D Q TRAFFIC LANE. Q 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. Q AT END OF WORK HOURS, ALL HOLE SHALL BE BACKFILLED, THE ROAD CLEARED 0 EISENHOWER DR. OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. n u PROPOSED TEST LOCATION Gzaz Il I ROAD WDRK 0 0 0 o� 4 0� 0 4� 0 U 0 fl �g a. a 6 RS•2 I Q CONES SPACED AT 35' I 0 /^C30_(CA) e, W20-1 WORK '�V.g my ` 350' \ AHEAD,- �/" 1`4 4 VVV oC 0 o� Q � COACHELLA DR. ROAD WORK AVD. FERNANDO v Q D O CDC 0 p IN2 -1 0 ROADCM 0 C� WORK O O d A O Q b 4 d CO Gzb2 END ROAD WORK a 0D C70G OOGC pO0=(== OCC QOO0000 000000 CO L. Q. RESORT Z !� J L .