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81256,WL;IQ• See below for Finance Revenue Codes o - ''Y. 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: 11 /6/2008 LOCATION OF CONSTRUCTION: .Jefferson Square; SDP 2007-898; SW Corner of Jefferson Stand Fred W t PURPOSE OF CONSTRUCTION: Dry Utilities- Verizon G DESCRIPTION OF CONSTRUCTION: Fred Waring Boring Crossing for Phone Services n DIMENSION OF INSTALLATION OR REMOVAL: 330 Linear Feet ` r 12 �Q APPROXIMATE TIME WHEN WORK WILL BEGIN: 11/12/2008 _ TIME OF COMPLETION 11/26C 1�_CE /NTa ESTIMATED CONSTRUCTION COST: $7,300 (Including removal of all obstruction, materials, and debris, back '1'hnD- mpaction d 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) 777-7097 prior to 4e@& P.M. at least twenty-four (24) hours prior to the anticipated inspection. 1:�0 Comply with all applicable City Ordinances, the terms and conditions of the permit and aNicables ndregulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this woApplicant or Agent George Mainwaring - Mercer Construction Name of Applicant California Commercial Wiring Systems. Name of Contractor and Job Foreman 42690 Rio Nedo Suite D, Temecula, CA 92590 Business Address 1543 N. Placenta Ave, Anaheim, CA 92806 Business Address 951-294-1348 Telephone No 714-687-1940 Telephone No. C-10 862119 105042 Contractor's License Number City Business License No Interstate Fire & Cas. Co. SGL 1000823 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code iInspection Fee E=1 Permit Fee E=1 iAs -Built Deposit E_A Cash Deposit -Surety Bond, EE=6 if required TOTAL Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs -1 PERMIT NUMBER:.8125 I 219.00 i DATE ISSUED: NOS 2- 0 2-0 O I EXPIRATION ATE: %10 v j'Z , 1-04 01 100.00 i j BY: 0.00 0.00 ! WORK INSPECTED BY": PERMIT COMPLETION DATE": 319.00 i 1 ' If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. Titif °F.fw4uArw I: PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: rJ6 Vem Tract No: 5DP 'LOD7- gig Pro'ect Name: J�FFC2SD,J S�J c Vicinit JEF�E25Or� � I �E.Et) Wgtt,J[,, ••'_ ' Purpose of Construction (Ex: Rough Grading, Offsite Street etc, S%/1. i. .. __ --- - t— �VAMZCM] =Descption of Construction (Ex: See Plan Set No. 01234) _ 'r I Fe..Es� t�►Aat�c,� �6.�3y��sca �� �+�� s��.vfc.Es Dimension of Installation or R moval: '33O �l,J• F�� _ Approximate Construction Start Date: I I.- jl- 6 2 Approximate Construction Completion Date: -11 -7_6 -o2 Estimated Construction Cost: $ - "01) 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: 6-IiZofs _MrAWW82.14k Phone Number: y Zqy g -15LJ Name of Applicant/Owner: ME4LE2 psi Ro(—I I D rJ Applicant Address: L12(vjp Q10 13EDI) s ►TE ►� l e"EIWLA 1 A: 12 Applicant Telephone Number: 9 15 1- y -13 y Name of Contractor:G/ALIFOaOA (mooMMj::-a"*At_ Wl�Lj,_1t3 ���SSEMS Contractor Address: 16143 QT j tr ro lA AVE . An n0ci n (A 9210 (d Contractor Telephone Number: f-1 l4) & 2n - 114 U Contractor State License Number: G- t O B&2 i j c1 Contractor City Business License Number: 1. o5oN2 ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED t Applicant or Contractor General Liability Insurance Company: Applicant or Contractor General Liability Insurance Policy Number: +L iODD " Office Use Only: Inspection Fee: . '� 2-1 I C1 Permit Fee: d As -Built 1 Deposit: 0 Dust Control Deposit: Credit -.---Amount: -._. TOTAL FEE DUE: 4 31 _ ) Office Use Only: Assigned Permit Number. Approval Date: J Expiration Date: Issue Date: 4eCe'rVFv MOP' _ 8 Sery'Ices ^' City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 8125 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 ( 3 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base 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.8125 Jefferson Square / Dry Utilities (Verizon); Boring Across Fred Waring / SDP 2007- 898; Fred Waring W/O Jefferson 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. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 4. Mercer Construction and California Commercial Wiring Systems, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. . 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. 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. 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 Division at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 8. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. Special Conditions Page I of 6 PERMIT NO.8125 Jefferson Square / Dry Utilities (Verizon); Boring Across Fred Waring / SDP 2007- 898; Fred Waring W/O Jefferson 9. The permittee and/or contractor. shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 10. 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. 11. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 12. Any land on which Williamson Act contracts apply shall remain undisturbed. 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 Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition. On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement. 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. Special Conditions Page 2 of 6 PERMIT NO.8125 Jefferson Square / Dry Utilities (Verizon); Boring Across Fred Waring / SDP 2007- 898; Fred Waring W/O Jefferson 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 no cost to the City of La Quinta. 17. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. 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 11 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. 18. 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. 19. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans) or any other agency such as City of Indio, Coachella, County of Riverside, ... etc, if any of the work or traffic control devices extend into the CalTrans or other agency right of way. 20. 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 21. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. —1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m. 22. 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. 23. 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. 24. 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 II. If the Special Conditions Page 3 of 6 PERMIT NO.8125 Jefferson Square / Dry Utilities (Verizon); Boring Across Fred Waring / SDP 2007- 898; Fred Waring W/O Jefferson . archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 25. 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. 26. If traffic lanes are closed on an any Arterial street (any street with more than 2 lanes) within the City of La Quinta right of way, The permittee is required to provide an informative message board (approved by the City Engineer). It shall inform the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. The board does not have to be electrical or solar powered. 27. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. Special Conditions Page 4 of 6 PERMIT NO.8125 Jefferson Square / Dry Utilities (Verizon); Boring Across Fred Waring / SDP 2007- 898; Fred Waring W/O Jefferson E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 28. 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. 29. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 30. Access and egress to all local properties shall be maintained at all times. 31. 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. Special Conditions Page 5 of 6 PERMIT. NO.8125 Jefferson Square / Dry Utilities (Verizon); Boring Across Fred Waring / SDP 2007- 898; Fred Waring W/O Jefferson C. Permanent pavement replacement shall be installed using a City approved V max medium asphalt concrete as the base course lift and a City approved %" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement.which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as fellows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feetoutside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 32. 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. 33. 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. 34. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 35. 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. 36. 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 6 of 6 �•2 r1M rf- Q � Z,� U PACT - ylCEWYMAr Kra 1 O N svros • �'• va•,�,- _ o r.'•,l o�s�e►r►oee, ofe9--- - � I ��o� 7w.o� �rr^Q��1 o: o^.7D. v:.o�a-1. �^..u4.-�.-`��o�^..o�•��. ��. .^wiSi •i� ��:.�i�c�� •i�. - ♦y - _ � ��� ^ o � j��}�� _ I .:sul �N.� J,ia^.a•::: o�1.Cu: u%i...•..EDlu::oi .-o^�w^..���o^.�• . oas^'-Q� -si. cF's�=sd.�s-o.A A!'.�.q A. 1�'II A is A. A.A �� 500, Soo, Soo, BIKE LANE TAPER I SIGN SIGN SIGN MIN. 5 DEVICES 1 I SPACING SPACING ( SPACING I AQL O 'Y BB 1. THIS PROJECT IS EXPECTED TO TAKE APPROXIMATELY 2 WEEKS. 2. WORK PERFORMED IS FOR POT HOLING / PHONE. 3. WORK HOURS WILL BE FROM 7AM-5PM. 4. TWENTY FOUR HOUR CONTACT FOR THIS PROJECT WILL BE: RANDY CATHCART 714-687-1940. LE Z��V�� 2 ALWAYS O 28" CONE 4 P TYPE I BARRICADE C a = TYPE III BARRICADE R [E x SPRING STAND ARROW PANEL o �' a� TAPER. I - 50' DEVICE SPACING i �100' SIGN � 5P.G I hSO-�TIIC�d]A AVE VW20-1 CONTRA(=R W-MUMONS • 1. All traffic control devices shall conform to the latest edition of California Manual on Uniform Traffic Control Devices 10. All stripicg removed or damaged, will be replaced by the contractor within 24 hours ( or replaced with temporary tape). (MIffCD), and the Standard Spedfit�tions for Public Worf.s. Y. The City FagiMer or his represrntative Eas Ibe authority to initiate field changes to ssstue public safety. All c ewtrol devises shall be removed from view when not in use. 11. All workers shall be equipped with an orange vest (or a reflective vest at night). AD Dagger shall also be equipped with a haid hat. CY8 "Stop/Slow •• paddle and MusD be trained in the proper fundamentals of (lagging traffic, 1 Y. 4. 4: Work hours shall be restricted to between 7:00 a.m. and 5:00 p.m Unless approved otherwise. Any work' that disturbs normal traffic signal operations shall be coordinated with the Gtyof La Quinta 5. Trcnehes must be back tilled or plated during nonworking hrs. Traffic Dnision, 48 hours prior to bbe�g�i�wing of construction 6. Pedestrian coutiols shill be rovided ss shown on the plans. 7. Temporary "NO PARKING' will be 24 boors I3. The contractor chap maintain aU traffic control devices Y4 hours der and 7 der ecL-. ( J per y approved a w T 14. A minimum of twele. IY foot travel lanes most be maintained unless otherwise roved b the Department of posted prior to commencing work. 8. Access to driveways will be maintained at all times unless other amngemeata ate made. Public W.As. 9. The contractor shall replace within 72 hours, all traffic signal loop dMectors damaged daring construction. 15. A solar powered flashing arrow board shall be required on all arterial street lane closures. (MERE PROJECT NAME: TRAFFIC REQUIREMENT ALWAYS REI\IDY IENCH JEFFERSON SQUARE t. " b&cM or Pwer during 4. An bamccenbet ahs°be in noirwcrkinghours•. accordance with U* evrnint If� '9111 PRIME CONTRACTOR: Z Must provWe dust control edition of the California and WATCH Manual DR l3=® N-rh'Au— (CXD � sMUTCO 1.5 Ohs nouhanYfaB- emer9enrY : bn$J weds � tandards vJ� _ .. - _ CC W S erg.." and 7. Cover s0 conflietme frame reaidants athoted. signs. L snu matiftm it minkmim 8. W*N work advance wiunIN DE JE PHONE: DATE: _ d ® - 787313 C31/D42 FONTANA -1 'a aceess to signs shag be high krterohy. CH 714 687-1940 RNCouNTY541OA-7 REVISED „=,°°MIAs . rice C. MIN. 5 DEVICES END TAPER SIGN MIN. 5 DEVICES SPACING V 1-800-22227 2600 FRED WARING DRIVE a JEFFERSON STREET 4+ 7} oNF AQII�N A N O N a SIGN MIR. 5 DEVICES 1 50' DEVICE SPACING SPACING H END TAPER ' 25' DEVICE SPACING ' ghpgR j= 100' 300' 200' ( 450' (DOE TO XNTERSECTIOF -------- ° M ° ----------------------- 'b: U I I rkll i „�!-ir„ �,�.wow. p:.-r,;� .��- :.© .F..e •�.o r;,..._ — .e .v' we .s•v�.•�.���•rv�..vwrw..•rv�..•w.v..v:.•r..•i..•s»•�:.•awv:.v:risv:.vv�.v�:.v:.•�s .� iA �� �� s .o;rl r�..ob• r�:L..rL4r�go.�D'S.-'-' ws7.6G:^�.I<.�a:oT•^w�^.a�s•.Cw^.•9Cs:w:o . s.•�^�� ^�W^.o �.L"•p�r�s -.-r •r^r-�r •r- r�-ter rG+i��i �ra=r�+r �r>+�i �r� +�+iSs � n sr Woo) mi bsbb� ( I4�4r4 JEFFERSON ST POS I'FA 50 MPH CONTRACTOR RMTRU(MONS 1. AB.traffc control devices shall conform to the latest edition of California Manual on Uniform 7Fa16c Control Devices 10. All striping removed or damaged, will be replaced by the contractor within 24 hours (or replaced with temporary tape). (MUTCD), sad the Standard 5peti5ptions for Public {forts 11. All workers shall be equipped with an orange vest (or a reflective vest at night). All Daggers shall also be equipped f flagging _ ic. 2. The City Engineer or his rcpreseohtive bas the authority to initiate Geld changes to assure public safety with a hard hat. C28 "Stop/Slow " addle and shall be trained in W e proper hmdammtals of-M... NOTES 7. All traff c control devices ahaD be removed 6vm icon when °ot in uu 12. Any work that disturbs normal traffic signal operations cha116e coordi�tetl with the Cityof f.a ... 1. THIS PROJECT IS EXPECTED TO TAKE APPROXIMATELY 2 WEEKS. 4. Wort hours -shall be restricted to between 7:00 a.m. and 5:00 p.m. Unless approved otherwise. Traffic Division, 48 hours prior to beginning of construction. 2. WORK PERFORMED IS FOR POT HOLING / PHONE. 5• Trenches must be hack Dlled or plated during noo-wortiag hrs. l3. The contractor shall maintain all traffic control devices 24 hours per day and 7 days a week- 6: pedestrian controls shall be rovrded as shown on the plans. 14. A minimum of twelve approved Y Department 3. WORK HOURS WILL BE FROM 7AM•SPM. 7. iemporary "NO PARKWG'�signs will be posted 24 hours prior to commencing work. (12) Cont travel lanes must be maintained °nlen otherwiu roved b the ent of 4. TWENTY FOUR HOUR CONTACT FOR THIS PROJECT WILL BE: 8. Access to driveways will be maintained at all times ®less other arrangements are made. Public Woes. RANDY CATHCART 714.687-1940. 9. The contractor shall replace within 72 boors, all traffic signal loop detectors damagedduring construction. 15. A solar powered Dashing arrow board shall be required on all arterial street lane closures LEA Ed! ALWAYS 7NOFtS PROJECT NAME: TRAFFlC REQUIREMENT a 28" coNE y TYPE I BARRICADE — TYPE III BARRICADE X SPRING STAND ARROW PANEL ^J-W^'YS itFA►OY T 1IRIlmU V lblrll 'P L,&\,- M R (E�1 �-�j(��'�' JEFFERSON SQUARE t. WillbacM plate ding t: An tmfrtc control sha be to nor i wortnng home. accordance with the raureid 2 Mutt provido dust control edition of the Califomp dmi rg con atructlon. MVTCDand WATCH MamW >. Shag rrotit7 an7/aD emdrgency atandarda. agencies, bualrmsses and 7. Comrancon01ctingtralic min maintain LainaffeIT fr-work advancewamhg 1. s��nmalnhin 12'minimum 8. tmN to ros signs Chan be high intensity. i span vide access to Dra eettaldleiim"troa"C bw`rKaees DF J� DE Jf CH PRIME CONTRACTOR: CC W S ._. _... -_ .... -- ' - sn S `` d d .0i� �,_,� © , . .... ...__.. .. _....,_.:• PHONE: 714 687-1940 DATE irerasee 787313 C31/D42 FONTANA NOTES: RIV COUNTY 541OA-7 .REVISED RC.E Cr, 0, PRAT VICINITY MAP ncTs 1 >s N O 3 500' Soo' SIGN SIGN SPACING SPACING 8 S 0 ar 500, SIGN SPACING VV20-1 D_ IRT 1-800-227--2600 BY:' RO (L FRED WARING DRIVE r< JEFFERSON STREET 1 P.O. Box 1.504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLF. TAMPICO (760) 777-7000 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 March 31, 2009 Tony White Mercer Construction Company 42-690 Rio Nedo Way, Suite D Temecula, CA 92590 Dear Mr. White: I have received your letter dated March 30, 2009 requesting permission to. work outside .of the construction hours established by La Quinta Municipal Code. Section 6.08.050 for SDP 2007-898, Jefferson Square. Jefferson Square is located on the southwest corner of Jefferson Street and Fred Waring Drive. Exception 2 of the above -mentioned code section allows the issuance of an early work permit under certain specific conditions. It is our determination that a sufficient need exists due to the need to perform the installation of- the conduits for electrical services with minimal traffic congestion. Therefore, an early work permit is hereby granted under thelong "long process material" provision of the exception, subject to the following conditions: 1. This permit is only valid for work performed for SDP 2007-898, Jefferson Square from March 31, 2009 to April 2, 2009 along Fred Waring Drive West of Jefferson Street. 2. Night work hours shall start from 9:00 p.m. and all lanes shall be opened no later than 5:00 a.m. 3. The work allowed under this early work permit is limited to the installation of electrical services for SDP 2007-898, Jefferson Square: +� J T:\STAFF\Yu\Night Work\Night Work Approval Letter for SDP 2007-898, Jefferson Square 3-31-09.doc 4. This permit shall be revoked upon receipt by the Public Works Department of any citizen complaint of construction noise occurring during the extended hours granted by this early work permit, or upon violation of any condition of this early work permit. All work not specifically included in the terms of this early work :permit shall be performed .only during Code -:established construction hours or by a separately issued early work permit. Sincerely, Thomas P. Genovese City Manager cc: Timothy R. Jonasson, Public Works Director/City Engineer Bryan McKinney, Principal Engineer Tom Hartung, Building & Safety. Director La Quinta Police Department Fire Department T:\STAFF\YuWight WorkWight Work Approval Letter for SDP 2007-898, Jefferson Square 3-31-09.doc F 'Z OF f TO: Thomas P. Genovese, City Manager FROM: Bryan McKinney, Engineering Services Principal EngineeO04/ VIA:�qnothyR. Jonasson Public Works Director/Cit En ineer r Y 9. RE: Request.for Night Work on Fred Waring Drive West of Jefferson Street for SDP 2007-898, Jefferson Square DATE: March 31, 2009 Attached for your signature is a letter authorizing night work to install conduits for electrical services on Fred Waring Drive West of Jefferson Street for SDP 2007-898, Jefferson Square. The work is scheduled. on Tuesday, March 31, 2009 to Thursday, April 2, 2009 from 9:00 p.m. to 5:00 a.m. It is necessary to perform the work at night to minimize traffic congestion on Fred Waring Drive due to the need to close multiple lanes to perform the work. If this request is approved, please sign the attached approval letter and. return to Public Works for final distribution. Please do not hesitate to contact me if you have any questions or require further clarification. T:\STAFF\Yu\Night Work\Night Work Request on SDP 2007-898, Jefferson Sq Memo to Tom G 3-31-09.doc Page 1 of 1 Amy Yu From: Bryan McKinney Sent: Monday, March 30, 2009 4:38 PM To: Amy Yu Cc: Tim Jonasson Subject: FW: Night work on Fred Waring FYI Bryan McKinney, PE Engineering Services Principal Engineer City of La Quinta . (760)777-7045 bmckinney(cDla-quinta.org Our Mission... to enhance the quality of life in the City of La Quinta by providing world class customer care and the highest quality design, construction & maintenance of public & private projects that respect the natural beauty of the City. From: Tony White[mailto:TWhite@mercerconstruction.com] Sent: Monday, March 30, 2009 12:12 PM To: Bryan McKinney Cc: Leonard St Sauver; dwatkins@psomas.com Subject: Night work on Fred Waring Bryan, Leonard asked me to write you regarding our last piece of road work on Fred Waring. We would like to do the final piece of tie in for IID on Tuesday, Wednesday and ThursdaWi ht. The permit number we have is 8125. The conduits that IID is having us pick up are in the second lane over from the south corner of the FW and Jefferson St. Originally, IID thought they were right next to the curb, but in fact they are in the street about 15 feet. We propose to do this work at night to allow easier traffic conditions and safety with regards to pedestrians and cars. I have spoken with Derrick and Leonard regarding the final work. If you have no objections, we would like to start this tomorrow night. I have the traffic arrow board, trench non skid plates, grinding, saw -cutting, lane closed ahead, and all other necessary construction required barricades and safety precautions in place. We can be done in 3 nights. I have the patching and striping scheduled for next week. I realize it is quick notice, but my hands are sometimes tied with . IID. Let me know if this works for your office. I do understand that we have to be off the street by 5 am and will make sure that is followed. That means, barricades, cleaned and ready for cars. I appreciate your help. Leonard had asked me to fax you something, but I have no fax or phone lines on the project. I'll wait for your response. Thanks, Tony White Project Manager Mercer Construction Office ( 951) 296-0111 Cell ( 951) 326-7217 Fax ( 951) 296-0461 twhite@i-n.ercercon.structi.o.n.com 3/31/2009 y - C17'Y.Dp i - - La QT�& • M1 �fi'>It�t�CT . VICINITY 1��AA _ALL- CONE SPACMG N7LLBE 30w "p S NOTE OTHERWISE . PORTALARLALRD - CA[d.E ESPLANADE ` DRUM _______________________ �---_________ - - - g ---------------= 1 - - --------------- .A --------------- - - - ------------------------ P---- Mow ffA-------------- - -------------------------------------------------------- -------- a Q--a'-v-- .' "-o n o a___o__ _ ------+ _ _- + ITMINIMUM 350• . it. c____�_________' _ SIGN 3 °, I � o t �'.' � Y - O y -6 4 �:-�—�•-o- SPACING �EQQ SIGN 350'___________________________m_ r cw o n p I SPACING $F' n S GN T -. - 1 G •� .�o SP ING 'SIQJ $$$ 600' SPACING ���� - TAPER I f -o o 350• -a r� TANGENT I '� j'. _` �' v � i ® �' �' � —� 1. 8 �'" .coo• I '•'.""'�i 83 TAPER- 505' ---RD--- Ja cvi 1 > C Eo, I gH 60 '----�1 I -.. _? ; WORK ZONE 70' \�\ y Wzm AL02VIYCEld 0 #-E is JEMRSON STREET r 6EX EX = EXISTING All traffic control devices shill conform to the latest editi 4. (NErTCDThe Cit ) and the standard ou of Califiornia Manual no Uniform' Tta16c Control Deal " . I. THIS PROJECT IS APPROXIMATELY ONE tYotii ho �1peer or his �r�cetions fair Public Wori`s. tts 10. A)1 s ' •� _:ss. . 2. WORK PERFORMED TO TAKE AP OVEMEN - 3. AA representative has the authority to initiate field changes to asmce public safety.. I1. Ali trip -removed er damagt4 will be c control devices shell eha1�•a9�iFl rip by ERFORMED IS FOR STREET IMPROVEMENTS. y✓EEK. 4. uro shy) be be tl,,een? from view when as in use, H Trench m beM'een ,:u0 n.rn. an with a CY or'IIbe vest ar a e contractor within Y4 hours (or replaced witb tem ors DI 7 3• WORK HOURS. WILL BE FROM S. Tre restritted to • 4, TWENTY FOUR 0.M. TO 5:30 P.M. 6. Pedestrian controls sI u filled or plated during non-aorkiu • 1bra m. Udess approved otherwise. � 12. A°7 workk tMht dis>iir(ti � py�le and sban be trained in th est at nighq. All Aaggen shall also be �i r)' tapy. GEORGE MAINW HOUR CONTACT FOR 7HI5 PROJECT WILL BE: 7, �1pP°rary "NO P I+"ded as shown on the 1 g T t. • - t sq;ny G proper fun aflaggingequipped ARING 951-T94-1348 ARKING' P ana. 13, taSie •!B IiouTs-prr to oPet? ons hall be coordinated with City I.a S. Access to drivewa °inns will be Dtns'on. or traffic. 9. The contractor aball� nrarntynea at all steel Y� hours prior to eommencing work 14 The roatractor ahau matnhin all astr,ltt4oa. trbaC,,,Q afro Q - lace within 7 trmea unfess other arrangements are made. A �atatnm of twelve (1Y) fcot _" of devices hours �ro9ea Uinta '�-80a227 �]600 28a CONE ALNfAY$ THERE 2 hours, all traffic signal loop detectors dam A'M+r \yolks x* 4t l tnvd des mast be ma;ntyned unless day and cd" a w G UL •� PROJECT NAME: °Fed d° constrac4on IS. A's°farpowered Ilaahing arrow board apP by the Deparmlent of CID 134870 TYPE I BARRICADE ■� T [i�f�G�(� N/AY8 REApY r all be required On all 8ieria, aViYi lane elO3arla. TYPE III BARRICADE mom FRED WARING.ROAD . T""�1C P. ��® —� DRIMEC t l7)0eatllr0aptrle R�U!! ++ ONTRACTOR: - mn+artla➢ faun. am!"9' _ B AO,tiat8c consul atoll M in SPRING STAND = R i�1Nll� . (�p� z "w"�lwhvior7°rQus"" "" "°`°" ""+tie 1. in crrr oF, La ouInta cALn ® ARROWP o , - ��� MERCER CONSTRUCTION ;s * CD WATC�N Maan., ANEL PHONE: all.- s 6udRsana ld dim.' DRAWN BY: Q.. — d� ... - '! DATE:---1aeur .7. tAaa➢n - +.. ® e 787313 C31' —.- A - 296-0111 Str.}Na Fred ha • - trmtnktnrm ' conflicting Cw Pitts n9 Dt 6areltaan•ti. a• -tam Work tanYx wamin DESIGNED BY: $ 51- Ho S GUIDE 541O A-7 ' REVQ$EQ a ran pwiu afnoa as s"a0°'"0a Intensity Jefferson Sbeet Crei Pitts PROVE[ CHECKED BY: 8s: R.C.E. C.P. CrTy EER_.�E�_-- 997-j - �2 --