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7195Tjht 4 4Q�rw 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. an works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. A Subdivision Im Minor li er like public DATE:November 26, 2007 )� LOCATION OF CONSTRUCTION (Street address or Description): Madison Club TM 33076; Monroe St & Aven 5O n� PURPOSE OF CONSTRUCTION: Dry Utility Installation (IID, Verizon, Time Warner & Gas) - 3 Street Crossings DESCRIPTION OF CONSTRUCTION: See IID Plans Serv. Not# 4003177CF��p DIMENSION OFINSTALLATION OR REMOVAL: (3) 80 ft trench�� APPROXIMATE TIME WHEN WORK WILL BEGIN:November 29, 2007 TIME OF COMPLETION:December 15, 07 ESTIMATED CONSTRUCTION COST: $7,500.00 (Including removal of all obstruction, materials, and debris, ba ki compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: In consideration of the granting of this permit, the applicant hereby agrees to:raltm � Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless fromd agaifla 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- 7097. 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. Sign ture of Applicant or Agent ( G.R. Underground, Inc. - Jason Brightbill 39-725 Garand Lane, Suite A Palm Desert, CA 92211 (760) 360- 7994 Name of Applicant (please print) Business Address Telephone No. Iling, G. R. Underground, Inc. 39-725 Garand Lane, Suite A Palm Desert, CA 92211 (760) 3607994 Name of Contractor and Job Foreman Business Address Telephone No. 765654 587 Contractor's License No. City Business License No. American Safety Indemnity ESL0012020705 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit - Class IV See attached schedule Finance Revenue Code Inspection Fee E_1 $225.00 Permit Fee E_1 $100.00 As -Built Deposit EE=A $0 Cash Deposit -Surety Bond, E_B $0 if required TOTAL $325.00 PERMIT NO.% 1 95 DATE APPROVED: DeW 3� 2007 EXPIRATION^ D�A^TE:VeG 30 2O09 BY: Administrative Authority 44 4 Tuf 4 4Qu1p1a PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: 1 I - � 6 - 0 -? Tract No: 330-7� Project Name: iAA& ; $,,) GtL4 63 Vicinity: MQA1'W0_•r- 4te IF Purpose of Construction (Ex: Rough Grading, Offsite Street etc.) l�.r AV t (,+-n o A) • — pSSi to 5 Description of Construction. (Ex: See Plan Set No. 01234) S-re. �7't, t� -. A ! _ . - i_ r Sery� Tirr2 t�cte'''¢e�.Rr Gars Dimension of Installation or Removal: e 5ow. hlo+ : + 3o'-) Approximate Construction Start Date: / I- a 0 7 Approximate Construction Completion Date: ,� /, � - 7 Estimated Construction Cost: $ '�j' %7, -M-0 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: 's,�-se,y g✓�;�b b Phone Number: Name of Applicant/Owner: Applicant Address: "3 Q ` -7 a- r" (o T,, ,q,,t,e S„t t rt° /I Applicant Telephone Number: �7 �, 0"1 ;� t, o - 7 Q y Name of Contractor: (p , (,(,v a(e - I fo Lk a( Contractor Address: di _ 7 J_ r 19 fi,r " L tee__ S w ,. Y t 4_ �l Contractor Telephone Number: _ (� 6 0 7 1 6 n- '7 4 q H Contractor State License Number: ? b f- 4P S K Contractor City Business License Number: S g 7 . ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED A Applicant or Contractor General Liability Insurance Company: Q✓ i L u-vl SC?�e- �vta(2 vtiL vt � Applicant or Contractor General Liabilityqnsurance Pblicy Number: FS l_. 0o 1 20 2 0 -70 5' Office Use Only: Inspection Fee: -VZZ�- Pernrit Fee: r O O As -Built Deposit:_ Dust Control Deposit: Credit =-Amount: — - TOTAL FEE DUE: $ 3 Z Office Use Only: Assigned Permit Number. —? ( q [`- Approval Date: J Expiration Date: Issue Date: (n-�2rS�c�zeH' � dace{ s (Ko✓lro.o sf ' 0 cSc,- r- ti �� C)�`'kj �lilaER�R��Jila, inn. Contractors State Lic. 765654 " 39-725 Garand Lane, Suite. A JASON BRIGHTBILL Palm Desert, CA 92211 Senior Operations Director (760) 360-7994 MOBILE (760) 409-5531 FAX (760) 360-1334 l It 760 36.0 �1.334 G R NDERGROUND s 03:35:42 p.m. 1 1-26-2007 1 /2 U110ERUROLA10, `FIC. 39725 Garand Ave, Suite A (760) 360-7994 Fax (760) 360-1334 License No..765654 Date: '70 FAX TRANSMITTAL URGENT r PLEASE CALL r ✓' NUMBER OF PAGES IN THIS TRANSMISSION (INCLUDING THIS COVER SHEET 2 TO:. COMPANY:. FAX NUMBER: SUBJECT: Message: 760 360 1334 G R NDERGROUND :• ti 03:36:04 p.m. 1 1-26-2007 2 /2 Proposal Proposal No. 11260701 n_�-+ Sheet No. 1 kNIOERRROU11D, �, ILA. Date 39-725 Garand Lane, Suite A, Palm Desert, CA 92211 (760) 360-7994 Fax (760) 360-1334 LICENSE NO.765654 Name Street City State Nov.26 2007 Proposal Submitted To 1 Work To Be Performed At Madison Club ie Number Street 54TH Ave. / Monroe St. City La Ouinta State CA Date of Plans Architect IlD We hereby propose to fumish all the materials and perform all the labor necessary for the completion of 3 Street Crossings On Monroe St And 54TH Ave dnu spectncavons suomitted for above work and completed in a substantial workmanlike manner for the sum of Dollars $7,500.00 Any alteration or deviation from above specifications involving extra costs, will be executed only upon written orders, and will become and extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tomado and other necessary insurance upon above work. Workman's Compensation and Public Liability Insurance on above work to be taken out by HRH Insurance Services. Respectfully submitted, G.R. Underground, Inc. Exhibit A attached and made a part hereof. �i Per This Proposal may be withdrawn by us if not accepted wi 30 days /,- Jimmy Sloan V.P. of Field Operations ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Accepted Signature Date .Signature City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7195 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, spatted, 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 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. j 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 Quinfa 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. 2 PERMIT NO.7195 Madison Club / Dry Utilities Installation (IID, Verizon, Time Warner, Gas) / Tract Map No. 33076; Monroe Street and Avenue 54 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. 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. GR Underground, Inc. — Jason Brightbill, 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 (le 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 Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 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 7 PERMIT NO.7195 Madison Club / Dry Utilities Installation (IID; Verizon, Time Warner, Gas) / Tract Map No. 33076; Monroe Street and Avenue 54 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), 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. 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 7 PERMIT NO.7195 Madison Club / Dry Utilities Installation (IID, Verizon, Time Warner, Gas) / Tract Map No. 33076; Monroe Street and Avenue 54 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 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. 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. Special Conditions Page 3 of 7 PERMIT NO. 7195 Madison Club / Dry Utilities Installation (I1D, Verizon, Time Warner, Gas) / Tract Map No. 33076; Monroe Street and Avenue 54 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 I. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 25. 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. 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. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 28. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. Special Conditions Page 4 of 7 PERMIT NO.7195 Madison Club / Dry Utilities Installation (IID, Verizon, Time Warner, Gas) / Tract Map No. 33076; Monroe Street and Avenue 54 C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 29. ' 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. 30. All landscaping, irrigation, decorative rock, decorativeconcrete, lighting, etc., shall be replaced to its original condition. 31. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 5 of 7 PERMIT NO.7195 Madison Club / Dry Utilities Installation (IID, Verizon, Time Warner, Gas) / Tract Map No. 33076; Monroe Street and Avenue 54 32. 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'/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area. shall be as follows: • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" 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. Special Conditions Page 6 of 7 PERMIT NO.7195 Madison Club / Dry Utilities Installation (IID, Verizon, Time Warner, Gas) / Tract Map No. 33076; Monroe Street and Avenue 54 33. 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. 34. 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. 35. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 36. 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. 37. 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 7 of 7 W20-1 ROAD 04 500 r WORN 1* Z AHEAD ONE 500 FT NO SCALE n aDaD S7 4 e C . CA) AHEAD ws•t ws t COA (CA) W20-1 500 R1.1 ROAD ® WORN EXISTING ® O AHEAD IXIST NO EXISTING ISTINO !II �JI 500 FT 500 FT a fi i 500 FT 500 FT 200 F cso CA) W20.1 09 (CA) w t R'"' RD° BUFFE�1N0 ME 'CC'LOSED ROAD 1 * fff777��I jb� 1A 0 FT HEAD • is EXISTING V W34 EXISTING .' 500 FT EXISTING NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2O06 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (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 QUINTAAND/OR COUNTY OF RIVERSIDE 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 10 '(12' TYP.) TRAFFIC LANE WIDTH ATALL TIMES AND A MINIMUM 5' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE OF LESS THEN 5', K-RAIL BARRIERS WILL BE REQUIRED). 5. ACCESSTO PRIVATE PROPERTY SHALLBE MAI NTAI NED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OR COVERED WITH STEEL TRAFFIC PLATES, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. 7. FLAGGERS SHALL CONFORM TO THE SPECIFICATIONS ON SHEET 5 OF THIS PLAN (CONDENSED SECTION 6E OF THE 9 U. T. C. D.) w204 ROAD WORN AHEAD Install Electric Conduit fi MONROE ST. 55 on G. R. Underground N A Traft control Design by Phone Prepared By Tops N Barricades, Inc. (800)852-TOPS Ron Fifield eet wuDaW Permh Number 1 OF 5 REV 11/30/07 7195 L J n M 4 fI 1 l z�y e NO SCALE COUNTY OF RIVERSIDE a a a 500 FT ONE ROAD AHEAD CITY OF LA QUINTA 500 500 FT COUNTY OF RIVERSIDE nl] FiIIIl� W241 , K o �110 -- 200 FT A R�' MONROE ST. BUFFER �� R,., ,. :A)ED a Y 0 EMSTNG 4 WS-1 500 FT ® c (cA) EXISTING Q 500 FT W20-1 it 1 ROAD WORK AHEAD AVE. 54 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2O06 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTAAND/OR COUNTY OF RIVERSIDE 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 AM NIMUM 10'(12'TYR) TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM 5'BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE (LESS THEN 5', K-RAIL BARBERS WILL BE REQUIRED). 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OR COVERED WITH STEEL TRAFFIC PLATES, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. 7. FLAGGERS SHALL CONFORM TO THE SPECIFICATIONS ON SHEET 5 OF THIS PLAN (CONDENSED SECTION 6E OF THE M. U. T. C. D.) CITY OF LA QUINTA 55 Install Electric Conduit on G. R. Underground N/A Tm tb CoMrot Design by Phone Prepared 4 Tops N Barricades, Inc. (800)852-TOPS Ron Fifield eet Nunftr Data Permh NUMbW 2 OF 5 REV 11/30/07 7195 J 1 1 - r Z w . ` q f � � , �l " ..J • t l 'y� t T, it � �1 � J � r- i � - f z�y Ya NO SCALE COUNTY OF RIVERSIDE 5 — - - - -.Ji 500 FT CITY OF LA QUINTA 00 500 500 FT J -- e U 500 FT EWING CSA (CA) 500 FT� i W20-1 ROAD WORK AHEAD AVE. 54 1. ALLTRAFFIC CONTROLDEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2O06 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (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 AND/OR COUNTY OF RIVERSIDE 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 MAINTAINAMINIMUM10'(12'TYR)TRAFFICLANEWIDTHATALLTIMESANDAMINIMUM5'BETWEENTHEEDGEOFCUTANDTHENEARESTTRAFFICLANE (IF LES THEN 5', K-RAIL BARRIERS WILL BE REQUIRED). 5. ACCESSTO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OR COVERED WITH STEEL TRAFFIC PLATES, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. 1. FLAGGERS SHALL CONFORM TO THE SPECIFICATIONS ON SHEET 5 OF THIS PLAN (CONDENSED SECTION 6E OF THE M. U. T. C. D.) COUNTY OF RIVERSIDE rrr�11si 0 FT MONROE ST1 CITY OF LA QUINTA 55 Install Electric Conduit Nine Gordmdw Beset! on Slandard G. R. Underground N/A Traffic Control Design by Phone Prepared By Tops N Barricades, Inc. (800)852-TOPS Ron Fifield ee, u Data Permh Number 3 OF 5 REV 11/30/07 7195 i �`. f _� �- w f � w z�y 3 NO SCA 500 COUNTY OF RIVERSIDE C9A(CA) W20-4 ,Q W20-1 W3-1 O R11 ONE DINE ® R7-1 ROAD RGAD WORN AHEAD AHEAD EXISTING ' EXISTING 0 ' 500 FT 500 FT G 1' P �RE�A 500 FT too' Zoo' MONROE ST. BUFFER C90_CA) 9-1 F EXISTING EXISTING 0 WS-1 I EXISTING CITY OF LA QUINTA AVE. 54 NOTES: 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2O06 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (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 QUINTAAND/OR COUNTY OF RIVERSIDE 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 10 '(12' TYR) TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM 5' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE (IF LESS THEN 5', K-RAIL BARRIERS WILL BE REQUIRED).. 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 THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OR COVERED WITH STEEL PLATES, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. 7. FLAGGERS SHALL CONFORM TO THE SPECIFICATIONS ON SHEET 5 OF THIS PLAN CONDENSED SECTION 6E OF THE M. U. T. C. D. 55 Install Electric Conduit G. R. Underground N/A Trait Corlhol Design by Phone Prepared By Tops N Barricades, Inc. (800)852-TOPS Ron Fifield eet NumW Date MMU Number 4 of 5 REV 11/30/07 7195 Flagger Requirements .A. Minimum.Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; 2. Move & maneuver quickly; 3. Provide clear and positive guidance; 4. Understand and apply safe traffic control practices; 5. Recognize dangerous traffic situations.in, sufficient time to avoid injury. $. Flagger Safety -Apparel 1. Background a. Fluorescent orange -red, or b, Fluorescent yellow -green 2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent version. 3. Material shall be visible at 1000 ft -4. Apparel shall'be designed to identify the wearer as a person 5. Law enforcement personnel should adhere to the same standard C. . Hand -Signaling Devices 1. StoplSlow paddle octagonal in shape with minimum.18" width and 6" letters. Must have white legend on red background: D. 'Directing Traffic 1. Only three (3) signals are required. STOP .SLOW .PROCEED Vk& jr r . • i i P. Flagger Communications 1. :If work area is too long for relay (2 flaggers can't see each other) a. One Flagger given the responsibility to�coordinate b. Use Radios or c. :Field phones F. Flagger warning signs must be removed or covered when flagging is finished, when work is not going to start immediately, or when work is completed. 55 Install Electric Conduit Prime CWbador BttsW w SftWwd G. R. Underground N/A Tmfflc Ca t l DeOp by PhM Rep red Sy Tops N Barricades, Inc. (800)852-TOPS Ron Fifield Sheet Number Dam Pamir Humber of 5 REV 11 /30/07 7195 NOTES: 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2O06 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (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 AND/OR COUNTY OF RIVERSIDE 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 10 '(12' TYP.) TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM 5' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE OF LESS THEN 5', K-RAIL BARRIERS WILL BE REQUIRED). 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OR COVERED WITH STEEL TRAFFIC PLATES, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. 7. FLAGGERS SHALL CONFORM TO THE SPECIFICATION ON SHEET 5 OF THIS PLAN (CONDENSED SECTION 6E OF THE M. U. T. C. D.) CONTRACTOR NOTES 1. INSTALLATION CONTRACTOR SHALL OBTAIN AND BE RESPONSIBLE FOR 18. THE CONTRACTOR IS REQUIRED TO PROVIDE, AND INSTALL, A MINIMUM 1 Ilrri�ff District ALL REQUI RED /AND OR NECESSARY PERMITS AND FEES THAT MAY BE OF TWO (2) COPPERWELD GROUND RODS, 5/8" BY EIGHT FEET (8I.I�� er) ia a ion IMPOSED BY CITY, COUNTY, OR STATE AGENCIES. 1N LENGTH, AT EACH PRIMARY PULL BOX, MANHOLE, VAULT, AND RISER 2. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR TO ESTABLISH POLE. A MINIMUM OF TWO (2) GROUND RODS, 5/8" BY TEN 10' IN ALL GRADES (ROUGH AND FINAL), BENCH MARKS, PROPERTY CORNERS, TIES, FENCE - LENGTH ,WILL BE .REQUIRED AND INSTALLED BY THE CONTRACTOR AT (oachulla VallAcly LINES, WALLS, PROPERTY LINES OR OTHER FIELD REFERENCES AS REQUIRED TO EACH TRANSFORMER PAD TO COMPLY WITH GENERAL ORDER 21.2,A. INSTALL AND VERIFY THE INSTALLATION AND .LOCATION OF POWER FACILITIES. I 3. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR 19. CONTRACTOR IS RESPONSIBLE FOR PERMANENT AND WATERPROOF, MARK- ® V V Division INGS ON ALL INTERIOR VAULT KNOCKOUTS, ANY AND ALL CONDUITS, TO ESTABLISH THE LOCATION AND DEPTH OF ALL EXISTING POWER CONDUIT RUNS, AND STUB -OUTS, WITH THE CONDUIT NUMBER CORRES- SYSTEM FACILITIES AND FOREIGN SUBSTRUCTURES WITHIN THE .WORK PONDING TO THE NUMBER SHOWN ON THE PLANS. AREA THE CONTRACTOR SHALL ALSO MAKE THE THE USA ONE CALL EASE' OF MAT) T S ®1\T AND KEEP THE ONE CALL TICKET UP TO DATE. 20. SINGLE PHASE TRANSFORMER PADS INSTALLED ADJACENT TO ROADS 4. THE INSTALLATION CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR SHALL HAVE THE PRIMARY CONDUITS INSTALLED TOWARD THE ROAD, RESTORING TO IT'S FORMER CONDITION, AS NEARLY AS POSSIBLE, ALL SECONDARY .CONDUITS INSTALLED AWAY FROM THE ROAD. CORNER OF AVE54 EXCAVATED AREAS OF THIS WORK AND COMPACT ALL BACKFILLS TO NOT 21. CONTRACTOR SHALL SEAL OR GROUT AROUND SEAMS, LID SECTIONS, LESS THAN .90%. BACKFILLS AT STREET CROSSINGS ABOVE CONCRETE LA QUINTA9 . ENCASEMENTS, SHALL BE NOT LESS THAN A 2 SACK SAND SLURRY FROM AND DUCTS ENTERING VAULTS AND PULLBOXES TO PREVENT SOIL AND WATER ENTERING AT JOINTS OR OPENINGS. ; TOP OF CONCRETE ENCASEMENT TO STREET SUB -GRADE. CONCRETE ENCASE- MENT OF CONDUITS AT STREET CROSSINGS SHALL BE SAND SLURY.2 SACKS STRENGTH. 22. WHERE THE INTERNAL DIAMETER OF THE CONDUIT IS SMALLER THAN �7 m ^ ('� T NAME: �T �(CONCRETE FOR ENCASEMENT OF POWER DUCTS FOR ALL OTHER LOCATIONS THE DIAMETER OF THE OPENING IN THE VAULT WALL, THE REDUCT- ►JE d V . ORD. ` 6O®35735 CO1 VAl� K 1 1!'1. SHALL NOT BE LESS THAN 3 SACK - 3/8" AGGREGATE (PEA GRAVEL) MIX. ION IN CONDUIT DIAMETER SHALL TAKE PLACE A MINIMUM OF TWO 4 FEET (2') FROM THE EXTERNAL WALL OF THE VAULT. 5. THE TERM ENCASEMENT AS USED HEREIN, SHALL MEAN A 3" ENVELOPE SERV. NOT, 003177 PHONE NUMBER: (760) 535 AROUND ALL SIDES OF ONE OR MORE DUCTS. DUCT SPACERS SHALL BE 2'MIN. REQUIRED BETWEEN CONDUITS AT NOT MORE THAN 6 FOOT INTERVALS. 6. ALL ENCASEMENT OF POWER DUCTS WILL REQUIRE AN ON SITE INSPECTOR VAULT AT THE TIME OF ENCASEMENT (SEE NOTE 7 & 8 BELOW). COPY OF CONCRETE =AIL #5G ON THE DETAILS CONDUIT TRIP TICKET TO BE GIVEN TO INSPECTOR. SEED , SHEET FOR CONDUIT CONFIGURATION SCHEDULE. SIDE VIEW 7. THE INSTALLATION. CONTRACTOR SHALL MANDREL ALL CONDUIT RUNS TO 23. CONTRACTOR/DEVELOPER SHALL KEEP ALL DEBRIS AWAY FROM I.I.D.'S AND INCLUDING SERVICE DUCT, I.I.D. TO PROVIDE THE MANDREL AND TRANSFORMER PADS,' PRIMARY VAULTS, PRIMARY PULL BOXES & INSPECTOR. (INSPECTION SCHEDULES ARE SUBJECT TO A MINIMUM 48 SECONDARY PULL BOXES TO GIVE I.I.D. PERONEL ACCESS DURING HOUR ADVANCE NOTICE AND ARE BY APPOINTMENT ONLY-(760) 398-5894.) DURATION OF THE PROJECT. 8. ALL I.I.D. POWER AND/OR COMMUNICATION SYSTEM INSTALLATIONS IN 24. TRANSFORMER PADS, PULL BOXES, MANHOLES, VAULTS,AND SWITCH PAD DUITS VAULTS INSTALLATIONS, SHALL BE INSTALLED 3" ABOVE FINAL GRADE (WHERE NOT JOINT TRENCH INCLUDING BUT NOT LIMITED T0, CON , INSTALLED IN SIDEWALKS) AND FLUSH WITH FINAL SIDEWALK FOR THOSE DESTALS PULL BOXES, TRANSFORMER PADS, SERVICE BOXES, : METER PE INSTALLATIONS. IN AREAS WITH SLOPING CONTOURS GREATER THAN 1 /4" IN ETC., WILL REQUIRE INSTALLATION INSPECTION BY I.I.D. TO THE FOOT, THE TOP EDGE SHALL BE SET AS SHOWN ON DETAIL SHEET ABOVE HIGHEST POINT OF SLOPE.( IN NO CASE SHALL THERE BE MORE THAN 9. CONDUIT SHALL BE: 6" OF SLOPE IN 6 FEET OF HORIZONTAL MEASUREMENT.) SEE ALSO NOTE #26, THIS SHEET. 25. SLOPE ELEVATIONS- GREATER THAN THOSE DESCRIBED IN DETAIL BELOW, MAY REQUIRE RETAINING WALLS ON THREE SIDES, PER I.I.D. SAFETY AND ELECTRICAL CLEARANCE REQUIREMENTS. (3" IN HEIGHT PER 1 LINEAR FOOT REQUIRE RETAINING WALL). 10. IN ALL DUCT RUNS THE INSTALLATION CONTRACTOR TO FURNISH AND INSTALL SIDE VIEW RUNS, THE FC+LL'OWING: 3„ f •; : 3„ C CONDUIT INDEX CONDUIT STRAIGHT SWEEPS RISER TX PADS SECONDARY METER DIAMETER SECTIONS BOXES PANELS 4 -6 SCH. 40 SCH. 80 SCH. 80 SCH. 40 SCH. 40 SCH. 40 NUMBER OF LENGTH OF CONDUIT RUN CONDUITS V TO 500' 501, TO 1000' >1,000' 1 A A A MORE THAN 1: A A • IN SPARE CONDUIT A • IN REMAINING DUCTS.- 114" 318" 1�2" POLYESTER ROPE , DIAMETER PAD VAULT GROUND LINE i 26. CONTRACTOR/DEVELOPER SHALL.. BE RESPONSIBLE TO PROVIDE A • NOTES: 1) POLYESTER MEASURING ,PULLING TAPE: & POLYESTER ROPE WILL RETAINING WALL AROUND DISTRICT FACILITIES WHERE APPLICABLE, REQUIRE TO HAVE A SINGLE PIECE RUN WITH NO SPLICING. © AS DESCRIBED IN DETAIL BELOW, PER I.I.D. REQUIREMENTS. IF THE 2) AFTER MANDREL IS COMPLETE, A MEASUREMENT ROPE MUST BE IN PLACE IN SLOPE IS GREATER THAN WHAT IS DESCRIBED IN NOTE 25, ALL DUCTS INTENDED FOR 3 PHASE CABLE. ROPE MUST HAVE 1 FOOT MEASUREMENT A RETAINING WALL IS TO BE INSTALLED. THE DRAWING SET -BACK INCREMENTS AND HAVE STRENGTH RATING EQUAL TO TABLE IN ITEM 10. ARE REQUIRED FOR DISTRICT PERSONNEL TO MAINTAIN AND OPERATE WHERE A' EQUALS: A CONDUIT MEASURING TAPE PROVIDED BY EITHER: EQUIPMENT SAFELY. THE DISTRICT HAS THE FINAL DECISION WHERE „ „ RETAINING WALL IS TO BE INSTALLED. 1) CONDUX (800) 533-2007 3/8 DUPONT KEVLAR 2) PACIFIC STRAPPING (800) 787-0451 OR (310) 903-1214 PACSTRAP NOTE: THE CHART" BELOW WILL INDICATE THE SPACE AVAILABLE TO OPERATE POLYESTER MEASURING AND PULLING TAPE. AND OR MANEUVER EQUIPMENT SAFELY. 11. CONDUIT SWEEPS IN DUCT RUNS SHALL NOT HAVE LESS THAN A 12'-6" HORIZONTAL RADIUS UNLESS SHOWN OTHERWISE ON THE PLANS. (SEE CURVE DATA TABLES ON PLANS FOR INDIVIDUAL REQUIREMENTS) 12. ALL 2" AND 3" SERVICE AND/OR SECONDARY CONDUIT RISERS WHICH ENTER BUILDINGS, SERVICE PANELS, SECONDARY BOXES, TRANSFORMER ., DRAWING INDEX DWG N0. DESCRIPTION 1 COVER SHEET 2 UNDERGROUND CONDUIT PLAN 3 TYPICAL DETAILS L_ E G EN D 5EE DETAIL SHEET DESCRIPTION SEE DETAIL SHEET DESCRIPTION t A PROPOSED RISER POLE ®5 {� TRENCH SECTION DETAIL t A EXISTING RISER POLE s® PROPOSED VAULT ENCLOSURE 18 ���/// PROPOSED DOUBLE RISER POLE ®s EXISTING VAULT ENCLOSURE t B EXISTING DOUBLE RISER POLE ❑ 0 PROPOSED SWITCH ENCLOSURE 2 ® .PROPOSED PRIMARY PULLBOX LLBOX s 01 EXISTING SWITCH ENCLOSURE 2 F EXISTING PRIMARY PULLBOX ® PROPOSED 30 TRANSFORMER PAD 3A 38 ® PROPOSED 10 TRANSFORMER PAD ® EXISTING 30 TRANSFORMER PAD 3A 3B 0 EXISTING 10 TRANSFORMER PAD QJ m PROPOSED MEDIUM PRIMARY PULLBOX �q PROPOSED SECONDARY PULL -BOX EXISTING MEDIUM PRIMARY PULLBOX EXISTING SECONDARY PULL -BOX o PROPOSED METER BOX R-R RISER TO RISER EXISTING METER BOX R-W RISER TO WALL PROPOSED PRIMARY CONDUIT R-ES RISER TO END OF STUB W-R WALL TO RISER - - - EXISTING PRIMARY CONDUIT - - - - PROPOSED SECONDARY CONDUIT W-W WALL TO WALL - - - - - - - - - - - - - PROPOSED SERVICE CONDUIT W-ES WALL TO END OF STUB ___________= _ PRIMARY DUCT CONCRETE ENCASED (SEE NOTES 4,5,&6. THIS SHEET) PADS, METER PEDESTALS, ETC., SHALL HAVE A 2 -0 MINIMUM RADIUS. NOTE: FOR ALL 10 & 30 TRANSFORMER WILL REQUIRE TO END THE RETANWG WALL „ „ AT CENTER OF THE PAD. 27. THE DISTRICT WILL PROVIDE AN UNDERGROUND POWER INSPECTOR VARIES 13. ALL 3 AND 4 PRIMARY CONDUIT RISERS WHICH ENTER TRANSFORMER PADS, PRIMARY METERING PANELS, UNDERGROUND SWITCH GEAR PANELS AND POLE RISERS, SHALL HAVE A MINIMUM 3'-0" RADIUS FOR 3" DUCT AND 4'-0" FOR 4" DUCT. 14. ALL 5" AND 6" PRIMARY CONDUIT RISERS WHICH ENTER TRANSFORMER PADS, PRIMARY METERING PANELS, UNDERGROUND SWITCH GEAR PANELS AND POLE RISERS, SHALL HAVE A MINIMUM 5'-0 RADIUS FOR 5" AND 6" DUCT. 15. ALL CONDUIT ENTERING TRANSFORMER PADS SHALL BE CUT OFF ZERO TO 1 INCH FROM ABOVE THE TOP OF THE PAD. 16. ALL CONDUIT ENTERING SECONDARY PULLBOXES OR SPLICE BOXES SHALL BE CUT OFF 7 TO 9 INCHES ABOVE THE PEA GRAVEL. 17. STUBOUT DETAIL - SIDE VIEW GROUND LINE e o. 4 e. v • e e CAP •o a e • a e . • ,. e e . a a. ; TYPE OF STRUCTURE "A" "B" "C" 3' X 6' PRIMARY SMALL PULLBOX 3' 3' 2' 4' X 6' PRIMARY MEDIUM PULLBOX 3' 3' 2' 6' X 8'-6" PRIMARY VAULT W W OUT CABINET 3' 8' 3' ALL TRANSFORMER PAD 1 0 & 30 3' 3' VARIES "C"--� I DURING THE ACTUAL INSTALLATION OF CONDUIT AND VAULT SYSTEMS. ANY REQUEST FOR INSPECTION ON A PROJECT MUST BE SCHEDULED RETAINING WALL-� WITH THE DISTRICT 24 HOURS PRIOR TO ACTUAL NEED. FAILURE- 6• ON THE PART OF THE OWNER(S), DEVELOPER(S) OR CONTRACTOR, TRAFFIC SIDE "q I TO SCHEDULE AND/OR OBTAIN AN INSPECTION AND APPROVAL FOR ANY rYP. PORTION OF THE LIGHTING OR UNDERGROUND POWER SYSTEMS, IID A STREET MAY RESULT IN THE TOTAL REJECTION OF THE NEWLY INSTALLED SYSTEMS. A -A BACK FACILITY FRONT 4 A -A PLEASE CONTACT INSPECTOR AT (760) 398-5814 1 28. CONTRACTORS/ DEVELOPERS TO REVIEW PLANS AS SOON AS RECEIVED TRAFFIC SIDE "A" I FROM IID FOR POSSIBLE CONFLICTS OR PROBLEM ON LOCATIONS OF TYP. IID' STRUCTURES. ANY REVISIONS TO ORIGINAL IID DESIGN WILL REQUIRE 31 a ! _ ADDITIONAL ENGINEERING TIME AND MIGHT CAUSE ADDITIONAL DELAYS 3 � SIDE WALK �• � .J . , i TO THE PROJECT. VARIES URB FACE TOP ,B" ON SEW - ' SERV. ORD: 60035735 SERV. NOT: 4003177 RETAINING WALL--,, ' IID REVISION CHART 4c IMPERIAL IRRIGATION _.. _. ,.. -....L . FACILITY d o A. --- CONCRETE SIDEWALK CAP o d o _--------- Xr Y-v/ CURB &GUTTER e .d a SECTION A -A f o CAP FINAL GRADE SIDE VIEW NTS V. BY: P COACHELLA ,VALLEY DIVI,' UNDERGROUND DISTRIBUTI for WATER EAST OF MADISON CORNER OF AVE 54 Pam LA QUINTA, CA 922f CONDUIT LAYOUT DESIGN: C. PARTIDA DATE:=� ALL CAPS ARE GLUED ONTO CONDUITS. DRAWN: L. MARRUJO DATE: 05/02/2007 CHECKED BY: APPROVED: I -- i I i I /• li_i7 N IDEINSIDE ; i," `` 5-6 OUTSIDE--==-r--r ___..-- __ I 5 —I 1 /( ' I 6 2 1050 ( )DE • � 6 __ . � 11 3 4 2 10 13 9_ 3 25 4 2 t ' 2 .. - : 25 113 INTERCEPT --_ __-_ / VAULT: UN1181829S `�• 14 1\ II = 85 00-11) VAULT: UN1181827S LOOKING: EAST , 14 25 CND. �'�. ,- 25 N OKING:I EAST a 25 LO :, U N 181825P _ __.�...�-- - ....._ �_... _ - ._ ... _ _ _ -- - -'� ---- - P - - _ - -- : x N. .. i \\ 00 .. - ----' - - - I . _...._ ------------ ,� R6 LL i R 6 W._�._...- - - - _ ------ 54 -- - -- — - - �i � ...._. _.... ' p0 tee` -- — _— -- - �� r. l_. AVENUE _ -'- • �o ��� AVENUE 54 �6� R6 �� _. - - ���,_. _ _...._�oSt- �.�. I ,5, R6 00 __..-_.-.��h-__ 3Fr � �_�__ 1.5 0 - - - ___-._... _... _..---._. .._... -.-' -----_- moo. _....._...-.. - _ _ __ _ -- - _ -. _ t ( �- _ ...._ \\ - --.......... R5 // U - __........__ K- UP_._ - --'- I tNTERCE :_ II 2.-� CND._:. - - ,_......... _.. ,�' - 1200' t � _...—_—— — • — UN1145629S I - UN2516H t I I i ,II 1 00 co V ,-i CONDUIT NOTES: I00t Ico ' 919352— INSTALL 1-4" CNI. PER SHOWN LENGTH. —. - - - — I II �,} CANANERO CIRCLE 15 INSTALL 1-5" CNE. PER SHOWN LENGTH. INSTALL 1-6 CNC. PER SHOWN LENGTH. Ii I 25 INSTALL 2-5" CND. PER SHOWN LENGTH. UN114562 \\ i 26 INSTALL 2-6" CNI). PER SHOWN LENGTH. r 5'1 CURVE DATA TABLE # RADIUS LENGTH R5 25.0' 90' 39.26' R6 25.0' 45' 19.63' I INSIDE, OU ` i ! 36 INSTALL 3-6" CNI). PER SHOWN LENGTH. TSID j E 3 4 TRENCHING NOTE. 3t INSTALL 4-6" CNI). PER SHOWN LENGTH. 21 2 _ II TYPICAL: 10' FROM FACE OF CURB 3 4 2 33 A 0 TO CENTER OF TRENCH. 9 3I I I A INSTALL 6 6 CNI). PER SHOWN LENGTH. UNLESS OTHERWISE NOTED. $ VA UN1,1&T835S F 11 \ II f I UN118183 S WEST 840' /� FOR RISER 16 630' (30) LLJ �/, 1 tl i �i_.i ,� :;,` •, ..,, _.... + _...-•- fr 375 4SIDE i I I � STUBOUT s — ..._. _ ...._...._. UBOUT OUTSIDE 510' (31 33) 3 tt i It ' 5-26 - 365 �: 4,.. 35 (18-20) 140 {2.._. ) 1 2 I 6 ; 25 �... - -- _ 25 3 4 6 � � 1/ II I� � 12 14 15 VA16 362......I� ( FUTURE II I C.VWD )LT: UN1181830V $OOA UN11813P\ 00' (14-17) M 277 48OV� I I' F °°LOOKING: EAST - _--- 0 .. _ I--- --------- --- -- ----- -- --- -- ---- -- - --- -' '------------- - ---- _. ----------- o--------------------------------------------------- - ----------------------------- -- —------' '- .._------ - R5 AVENUE 54 R6-_- R5 AVENUE 54 CD J _ ---- - _.___._ W -' -- -- /'l ._..------ — — __......_--'- -- - 2 5" CND '- �"r i:.��•-�_.-_.-=-_._�._.._- ._._--o__ -___ _ _---.__._.._..__ 8101 (1-6) _ STUBOUT D I D --- 66 66 565 (1-6 INSIDE - I I S I 52 6 6 x I i -3� OUTSIDE 324 S -3 - 4 � O 00 ' _ ° 3 6 2122 1 2 0 40' 80' 160' I 4EA� I 18 j 19 12 �� I VAULT: UN1181831S SCALE: 1 = 80 I j LOOKING: EAST T.6, R.7, Sec.10-T HAFLINGWER WAY -SERV. ORD: 60035735 SERV. NOT: 40031 77 SHEET 20F REVISION CHART la IMPERIAL IRRIGATION DISTRICT DATE: DESCRIPTION COACHELLA VALLEY DIVISION 14 0 1 L.M. CHANGE OF CND. AND LOCATION UNDERGROUND DISTRIBUTION OF SWITCH it for VAnR EAST OF MADISON CORNER OF AVE 54 POWER LA QUINTA, CA 92253 CONDUIT LAYOUT d DESIGN: C.PARTIDA DATE: J -14'- 07 Z i i UN115233 S j j NORTH AVENUE 53-]OF MONROE _.............. ___....................._..._._ _ __.._�_-, I .... ... . ......... . - --------- - � I PICK Uq 1 4-6" CN( II :" i j i 1152341 0' tl IF II F I I i \\ \ \ II z Cif II I If Li If i I 1 1 � � II 675' (21-24) ! ;� IF II F' II II i II i T4 NSIDE,l II SOU TH__._._ DUTSIpE 23 24 'Ft 36 3j 21 2 II F II p i 324 OF MONR 4 35 2122 %! VAULT .N1181839S I II ;'r ' 001,N !NORTH p WN118189 If CONDUIT NOTES: �4 INSTALL 1-4" .CND. PER SHOWN LENGTH. 15 INSTALL 1-5 CND. PER SHOWN LENGTH. 16 INSTALL 1-6" CND. PER SHOWN LENGTH. 25 INSTALL 2-5" CND. PER SHOWN LENGTH. 26 INSTALL 2-6" CND. PER SHOWN LENGTH. 36 INSTALL 3-6 CND. PER SHOWN LENGTH. TRENCHING NOTE: 46 INSTALL 4-6" CND. PER SHOWN LENGTH. A , TYPICAL: 10 FROM FACE OF CURB o 40' so' 1 0' 66 INSTALL 6-6" CND. PER SHOWN LENGTH. TO CENTER OF TRENCH. UNLESS OTHERWISE NOTED. SCALE: 1"— HO' T.6, R.7, Sec.10—T T. SERV. ORD: 60035735 SERV. NOT: 4003177 SHEET 3OF 4 REVISION CHART t.� IMPERIAL IRRIGATION DISTRICT DESCRIPTION COACHELLA VALLEY DIVISION Call: TOLL FREE — — — UNDERGROUND DISTRIBUTION 1-800 for �a 422-4133 WATER EAST OF MADISON Two WORKING DAYS POWER LAOQUINTA,FCA 92253 BEFORE You DIG CONDUIT LAYOUT DESIGN: c.PARTIDA DATE: R WN: L. MARRUJO DATE: 05 01 2007 CHECKED BY: APPROVED: STUB OUT I F ' / � t R6 260' 25 (34-35) II I I ' ! UN118t 8H STUB OUT 70' I ' 445' F I I F : II INSI`; DU E 1 ! �� i �D 3 4 i i '' i �• STUB OUT 195' (41-44) 234 _ 21 2 2 2 1 2 1 - VAULT: UN11�,81�3�V�i LOCKING: � CAR +' I i � I 0 UN11818+38V i ! i I 695' 1 t II li � II II i r INSIDE; ,( OUTS -ID � �\ 32 33 21 2 29 3p \ � 21 ) F i i •�.� .� VAI�. N1 '835S � � � L IN f�TH UN 18183 S ICE CURVE DATA TABLE # RADIUS LENGTH R5 25.0' 90' 39.26' R6 25.0' 45' 19.63'