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7006Finance Revenue Code E-1 ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCT30N 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 Ill Minor Improvement Permit Class IV DATE:Jamrary 10, 2007 LOCATION' OF CONSTRUCTION (Street address or Descriptio0: Nlira Rams TM 28601; Ave 48 @ Jefferson & Jeffe.rson between PURPOSE OF CONSTRUCTION': Provide electrical power to new BID emlorrers DESCRIPTION OF CONSTRUCTION: Puffing wire along Avenue 48, Jefferson and Hwy 111 �`-�� NI �rl DIMENSION OFINSTALLATION' OR REMOVAL: See attached drawing APPROXIMATE TIME WHEN WORK WILL BEGINfebruary 6, 2007 TIME OF COMPLETION: February 19, 2007 ESTIMATED CONSTRUCTION COST: $280,000.00 (Including removal of all obstruction, materials, and debris, backfil►ing, . compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: **Hwy 111 and Avenue 48 ... - 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 frorrn 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 wilt be started at (760) 777- 7075. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regula ' ns of the City of La Quinta and to pay for any additional! replacement necessary as the result of this work. Name of Applicant (please print), 81-600 Business Address Signature o J,Xpplicanf or Agent 160► 398-5818 Telephone No. Saone as above .Name of Contractor and Job: Foreman 'Business Address Telephone No. ' NA NA Contractor's License No. City Business License No - Sell. Bi1181ered NA Applicant's Insurance Company Policy Number FEES. Subdivision Improvement Permit - Class II:I Minor Improvement Permit - Class IV Inspection Fee $T & M Permit Fee S As-Bu t Deposit S Cash Deposit -Surety Bond, S if required TOTAL $T & MI Public improvements:- 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7006 DATE APPROVED: / 0& EXPI TION( ATE:46107 BY: , r 1� Administrative Authority ofConstructiori (I.e.:"SeePlan Set No: 01234) Pulli K Dimension of Installation or Removal: a �ac (� p cc wir. Approximate Construction Start Date: Approximate Construction Completion Date: Estimated Construction Cost: $ 2- o o C�©p m u Estimated:Construction Cost shall include the removal of all obstnictions, materials, and debris, back -filling; compaction and. placing permanent resurfacing and or replacing improvements Contact Name: AL—r6, J.S0 . ioottl fpJE _Phone Number:.39,P-sP/,P Name. of Applicant/Owner: ,rt E!�<►[, �o`) �ilS !c A Applicant Address: $ l - o p A,:4 r, Applicant Telephone Number:. `7 Applicant E-mail Address: 3 y' 1(p dr t u e d l�L Lot,�n l Name of Contractor: l. e eyp� --Contractor Address: 81 - 6 0 o Ao. Contractor Telephone Number: *T e -Contractor State License Number:. Pc..r 11 CcL. Contractor City Business License Number: , erl �. Contractor E-mail Address: / ! D • G 0 w-t. ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4 Applicant or Contractor General Liability Insurance Company: � �L � �s�►2 A�1 c Te_-. Applicant or Contractor General Liability. Insurance Policy Number! Office Use Only: Inspection Fee: _T_ M Permit Fee: As -Built Deposit: Dust Control Deposit: Credit Amount: TOTAL FEE DUE: T tM :; Office Use Only: Assigned Permit Number. — 7 pp� Approval Date: l Expiration Date: Issue Date: Administrative Authority: FOR PERMFr.doc A - Affonso R Rbdrj_auez LA QUINTA DIVISION. Alf 8 1 -600 Avenue 58 DISTRIBUTION SUPERVISOR La5wnta, CA 92253 (760) 3 98-58 i 8 Fax (760) 391-5999 IN -7 arredriguez@iid.com A division Of Imperial Irrigation District webs1te:%vww.Hd.com Z" POWERyI DEPARTMENTy y VL v 1 PROJECT No. P-6320 PROJECT INEiWORK No. 402 SUB LA QUINTA SUB CIR N-130 T MS IMPERIAL IRRIGATION DISTRICT CAPITOL PROJECT FOR NEW N-130 NAMF JMS CR TYPE OF SERVICE: Comm: ❑ Res: ❑ List of major material used: IF commercial, list type of business: xx xX Tract Phase No. of Lots: - Contoct Person:_ ALFONSO RODRIGUEZ Telephone Number: 398—bM City Code CL� USA DATE CALLED: TICKET 1 . XX XX XX Re —New 2. �X XX Storeroom EXPIRATION DATE: DATE XX XX DATE E XX XX Code 33 County RIV THOMAS GUIDE 5470 4—A PAGE & QUAD WORK DESCRIPTION AND INSTRUCTIONS: N-130 CKT. FROM LA QUINTA SUB TO BE ALONG N/0 JEFFERSON ST UP TO HWY. 111 TO TAKE EXISTING LOAD AT THAT AREA C.T. S XX C.C. Line ext. cant. Y/N XX Opt N.. .,ubmlt,ed for aparGvcI Date �(�{ Pet( to orig vtor Dote C: iN PAID: Y j N Appro`✓ed by: Key punched by: note Releesed for scheduling Date Est. const. cost $ Est. octuol cost Rec: Ser. con. fee. 1 g ❑ 3oE] and/or CT ❑ Pri. 10 ❑ or 3G❑ a ' xi. ft. Sec. 1 d ❑ or 3w❑ ext. LE. 9 TOTAL Contract exp. date This Cont. IS: — Subject to previous line ext. conI.: Y/N X DIV. WORK, GRDER No. tQW. CSP ASSIgned to: MDE Dist. Crew No, Date Cont. Crew 1\1o. Div. Serv. Crew No._ Line f orernan Total 1 j H cssigned: XX . 00 Eng. IAA/H THIS JOB: XX , 00 Est. const. M/H THIS JOB: XX . 00 Const. start Dote Coast. cornp. Dote 1782 U R07 E SEC 29 I csP No. CAT. N, 5 Q Ln CSP DATED 2003 P, REsv.15312190 � \ OUT FROM LA QUINTA SUBSTATION N z 0 DATE } 06 01 06 Div. w�o Cr ,ODE Coss: X m a w N O 2 La1 Q 3 w City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7006 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 protectthe 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 %") 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. I 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 fumished 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 (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the'placement of the temporary pavement exceed a.five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A " ) inches of A.0 surfacing placed on a (" N/A ") inch (" N/A " ) aggregate base shall be placed no later than ( 5 ) days after completion of terriporary 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.7006 IID Capital Project No. P-6320 / Provide electrical power to new IID customers / Mira Flores TM 28601, Ave. 48 @-Jefferson St. and Jefferson St. bet. Hwy 111 and Ave 48 In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications for Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. 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. 3. The permittee has been found to be entitled'to pay only direct expenses incurred by the City while administering tasks related to the permit, in lieu of paying the standard inspection fee (3% times the construction cost) adopted by the City Council. City staff (see attached to last page of these pages) and its contract staff will maintain monthly time and material ledgers of expenses incurred, and the City will invoice the Permittee on a monthly basis for the accrued cost. - The "T&M" note, and the "TBD" note, that appear in the "FEE" section on the face of the permit form, respectively mean `.`Time and Material" and "To Be Documented" and is a reference to the direct expense method defined in the previous paragraph. 4. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 5. Irby .Construction Company and/or Imperial Irrigation District (Jim Maland 398-5854), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 6.. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and -more frequently, if required. 7. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: May 1st to September 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. Monday -Friday. 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Special Conditions Page I of 7 J PERMIT NO.7006 IID. Capital Project No. P-6320 / Provide electrical power to new III) customers / Mira Flores TM 28601, Ave. 48 @ Jefferson'St. and Jefferson St. bet. Hwy 111 and Ave 48 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. 8. 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) 955-6.894 if signal operation at the intersection is to be altered in any way. 9. 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. 10. 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 11. Any land on which Williamson Act contracts apply shall remain undisturbed. 12. 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. 13. 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.7006 IID Capital Project No. P-6320 / Provide electrical power to new III) customers / Mira Flores TM 28601, Ave. 48 @ Jefferson St. and Jefferson St. bet. Hwy 111 and Ave 48 14. 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. 15. 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 I 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. 16. 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. 17. 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 18. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer 1) of the private land owner whom is being encroached upon. 19. ' 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. 20. 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. 21. 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. 22. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of Special Conditions Page 3 of 7 PERMIT NO.7006 HD Capital Project No. P-6320 / Provide electrical power to new IID customers / Mira Flores TM 28601, Ave. 48 @ Jefferson St. and Jefferson St. bet. Hwy 111 and Ave 48 a. Possible traffic delays b. Time of construction c. Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable with one pass at the posted speed limit. 23. 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 to 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. 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. Special Conditions Page 4 of 7 PERMIT NO.7006 IID Capital Project No. P-6320 / Provide electrical power to new III)customers / Mira Flores TM 28601, Ave. 48 @ Jefferson St. and Jefferson St. bet. Hwy 111 and Ave 48 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. 24. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight; however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where, construction will begin the next day, provided that this length of trench is completely covered by steel plating. 25. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 26.. Access and egress to all local properties shall be maintained at all times. 27. 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 %" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. Special Conditions Page 5 of 7 PERMIT NO.7006 IID Capital Project No. P-6320 / Provide electrical power to new IID customers / Mira Flores TM 28601, Ave. 48 @ Jefferson St. and Jefferson St. bet. Hwy 111 and Ave 48 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 V 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. 28. 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. 29. 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. 30. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 31'. 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. 32. If it is the intent of the permitted 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 7 PERMIT NO.7006 IID Capital Project No. P-6320 / Provide electrical power to new IID customers / Mira Flores TM 28601, Ave. 48 @ Jefferson St. and Jefferson St. bet. Hwy 111 and Ave 48 City of La Quinta TIME & MATERIAL MONTHLY LEDGER FOR' This Ume & material ledger summarizes the office and field staff time devoted to encroachment perrrdts Issued to the subject Permittee, Including contract staff. STAFF MEMBER: ® MIN F270 em3 Sheet of c a 3. SIZE AND NUMBER OF CONDUITS IN EACH PAD TO BE AS SHOWN ON 10 TRANSFORMER PAD DETAIL 4cDNDulr LAYour. . CONTRACTOR SHALL PROVIDE &INSTALL 3/8" (1cm) AGGREGATE 50 TO 167KVA (PEA GRAVEL) UNDER TRANSFORMER PAD, AS SHOWN. 5. CONDUITS TO TERMINATE 0 TO 1" (Ocm to 3cm) ABOVE TOP OF NTS TRANSFORMER PAD. 1. CONDUITS SHALL BE TERMINATED IN END WALL KNOCKOUTS BY USE OF CAST IN PLACE TERMINATORS, WITH NOT LESS THAN (4 5" (13cm) TERMINATORS PER KNOCKOUT. \ 1 \ CONSTRUCT ON NOTES: 96" (244cm) THIS SYMBOL ON DRAWING 2. JOINT SEALING COMPOUND SHALL BE PLACED BETWEEN PULLBOX BASE AND ALL GRADE RINGS. SEALING COMPUOND PER GROUT SHALL BE REQUIRED BETWEEN LAST B' (20cm) PEA \� 16" GRADE RING AND TOP COVER SECTION PER DISTRICT'S INSPECTOR. / / GRAVEL 1. NO BACKFlLL WOULD BE REQUIRED IF PRIMARY AND SECONDARY CONDUITS ARE TO BE CONCRETE ENCASED IN A STACKED FORMATION. ' 72" (283cm) ) 8" (20cm) ® PROPOSED 30 TRANSFORMER PAD 3. PROVIDE TWO PIECE STEEL TRAFFIC, OR 'RPM" PARKWAY COVERS AS REQUIRED PER DISTRICT DRAWINGS AND IN THE QUANTITY SHOWN ON THE SHEET. \/\ SEE NOTE #1 \ / 2. CONDUIT RUNS SHALL NOT CROSS EACH OTHER WHEN ON THE SAME LEVEL AND/OR PLANE. (41cm 4. ALL TOP COVER SECTIONS SHALL BE PROVIDED WITH 3/4" (2cm) DIA. ADJUSTABLE BOLTS FOR GRADE AND SLOPE (4 REQUIRED). \/ \ 3. THE MAXIMUM QBTAINABLE SEPARATION BETWEEN POWER FACILITIES AND ALL OTHER SUB -STRUCTURES SHALL BE MAINTAINED AT ALL TIMES. MINIMUM CLEARANCE PER EXISTING 3/ TRANSFORMER PAD 5. COMPACT ALL BACKFILLS TO A MINIMUM OF 9OX CAL. GO-128 . 6. CONTRACTOR TO PROVIDE TWO 5//8"x 8'-0" (1.6cmX244cm) COPPER WELD GROUND RODS PER PULLBOX. /\ �\ /\ �\ /\ /\ \� ®4. CONCRETE ENCASEMENT SHALL BE MADE WITH 3/8" 0cm) PEA GRAVEL AND FORM A MINIMUM 3" (8cm) ENVELOPE AROUND ALL CONDUITS. THE STRENGTH OF THE 7. FINISHED GRADES MUST BE ESTABLISHED PRIOR TO PULLBOX INSTALLATION. CONCRETE WILL BE 3,000 ppsi. �212 kg/cm ) FOR ALL LOCATIONS THAT WILL BEAR VEHICLE TRAFFIC AND (2� SACK MIX FOR ALL OTHER LOCATIONS. 18" 5. PLASTIC SPACERS SHALL BE U ED ON CONDUIT RUNS TO BE CONCRETE ENCASED BOTH AS SINGLE bR BANNKK D INSTALLATIONS. 8. BASE SECTION OF PULLBOX MUST BE LEVEL PRIOR TO ADDITION OF GRADE RINGS ETC. 6, WHEN COUPLINGS ARE REQUIRED ON TYP "DB" SCH. 40 OR SCH. 80 DUCT A (SWAGED) COUPLING SHALL BE USED. (46cm 9. ALL TOP COVERS SHALL BE MARKED WITH DISTRICT'S LOGO "LLD.• BELOW GROUND SECONDARY PULLBOX DETAIL 7. THIS ASSUMES MAT THE THREE CONDUITS CAN BE LAID IN ONE LEVEL AT 1H BOTTOM OF TRENCH. IF ANY PRIMARY CONDUITS ARE STACKED IN TWO oR MORE 10. SEE CONDUIT LAYOUT FOR SIZE AND NUMBER OF CONDUITS REQUIRED IN EACH PULLBOX. CONDUIT TERMINATING IN SIDE WALL KNOCKOUTS SHALL REQUIRE END -BELLS. �� NTS - LAYERS , THEY HAVE TO BE CONCRETE ENCASED. 8 27-3/8"x39-3 8" (70cmX100cm) RPM-1000 POLYMER CONCRETE COVER MARKED "QUIKSEf" & I.I.D. FOR 2'x3 (61cmX91cm) CLEAR OPENING. PARKWAY LOADING = 300 PZ F. 3' x 3ALLOWED SPACE FOR GROUND ROD. TRANSFORMER PAD {-- 9" (23cm) THIS SYMBOL ON DRAWING 6 X 6" 10 GAUGE WIRE MESH r r I" ROUNDED OR CHAMFERED EDGES. THIS SYMBOL ON DRAWING Q(D PROPOSED RISER POLE 6' x 6' ALLOWED SPACE FOR GROUND ROD. REINFORCING 2" OFF BOTTOM. , ,-� rb, ' #2/0 CU. STRAND WIRE (6' EXPOSED TAILOUT)Q /2/0 CU. STR. WIRE 8I PROPOSED 1M RANCH RUNNER PAD EXISTING RISER POLE aFR PRIMARY TRENCH WALL EPRIMARY TRENCH WALL 0 EXISTING 1/ RANCH RUNNER PAD CONSTRUCTION NOTES: �p2/0 CU. STRAND WIRE q %ire/o CU. STR. WIRE N � I o1. CONDUIT SWEEPS TERMINATING AT RISER POLE 5' MIN. MU c Rtnlwm) + 1O'-0" (305cm) SHALL BE SCH.80 W/5'-O" (152.5cm) RADIUS MIN. q a'-3' MIN. A2. GROUND RODS ARE 5/8" (1.5cm) x8'-0" (244cm) -,1-T - _ --1-�� SEE NOTE #3 I C L BRACKETS 2 PLACES AS SHOWN. 3. ALL BRACKETS SUPPLIED BY I.I.D. UNLESS O �� O �- 15" � OTHERWISE NOTED ou"D Roo PLAN VIEW GROUND WIRE TIP. 5//87 10C.W PRIMARY CONDUIT SHALL BE ON THE LEFT SIDE # 4CU. SOLID ( 4. A TEN 10' (305cm) EXTENSION ABOVE THE SWEEP 1 PLAN VIEW GROUND WIRE 3 oMP GROUND ROO (I PLACES) WHEN FACING PAD. SHALL BE PROVIDED BY THE CONTRACTOR AND = . cu. �E�p SHALL BE OF THE SAME TYPE MATERIAL AS s• (4'WOELMD CONNEcnoN = t"_ cu. � D �""E`�10NSECTION 8 - B LD THE CONDUIT RISER. RWBASE MATERIAL _�WE� 1. aaE-SHOT TOP OF PAD �L CONDUITS HALL EXTEND 0' TO BY CUSTOMER SHALL BE LEVEL I ABOVE PAD (SCH. 80 /� SEE NOTE # 1 \j� ��\�� ROUN D ONE-SHOT 7 PND, ROD 67 6" 10 GAUGE WIRE MESH BY CUSTOMER 8PND,ROD 5 eoxto MIN. 3" ABOVE FINISH MAY VARY ACCORDING TO FINISH / REINFORCING 2" OFF BOTTOM. SEE NOTE #2 TYPICAL CONDUIT RISERS 5%8x,o CONSTRUCTION NOTES: GRADE ON HIGH SIDE. fiADE SLOPES /N FIELD. NTS --I 12" r- - 4'-3" FINI / TRANSFORMER P ~;:: r. " U " SHAPED 5 8" REFINE �- 1. COMPACT ALL BACKFlLL FOR EXCAVATION cRA�i FlNISH GRADE UNDER PAD TO 90' BEFORE POURING PD. BAR 2 (LOCATIONS AS SHOWN) 6'-0" (183cm)�i Alo"rl/'�c 5 MI" �ND6" BELOW FINISH 2• ANCHORAGE TO 8E SET BY LLD WHEN TRANFORMER WLD NOTICE I t+ G h° \ E IS INSTALLED. GROUND ROD ` FILL WITH 8 OF 3/8 AGGREGATE 3. ALL PRIMARY SWEEPS TO BE PVC SCHEDULE 80 5/8" x 10' IN. 36" RADIUS, ALL SECONDARY SWEEPS TO BE GROUND ROD "IN ORDER TO COMPLY WITH PVC SCHEDULE 80 24" RADIUS. 5/8" x 10' MIN /2/0 CU. STR. WIRE 12_ 4. CONDUITS SHALL NOT BE LOCATED WITHIN STRUCTURES SUPPLIED BY THE FOLLOWING MANUFACTURES G095/G0128 REGULATIONS, TYP. 5/ 8�' 10'C.W GROUND SHADED AREA PER SECTION B - 8 . ASSOCIATED 12' WE RECENTLY CHANGED THE ROD (L PLACES) 5. PAD MUST BE LEVEL WITH SMOOTH FINISH. CONCRETE UTILITY VAULT SAN DIEGO PRECAST GROUNDING INSTALLATION METHOD s. coNCRETE TRANSFORMER PAD SHALL CONSIST OF (714)557-7470 (sos)350-zs75 ? PRIMARY TRENC TYPICAL RANCH RUNNER PAD DETAIL ALL u SIDS ARE ONTROLED ACCORDING A FIVE SACK MIX. 2/O cu. STRAN FOR OUR TRANSFORMERS PADS. BOTTOM No RQD TO THE LOW SIDE DEPTH REQUIREMENT BELOW IRE. PRIMARY TRENCN PLEASE SEE DETAILS 2 3 A 5/8 x to NTS FINISH GRADE THAT VARIES. 7. SEE DETAIL 2 FOR PROPER GROUNDING METHOD. VAULT 585-BT IID IID- 86-84- MH CAT. N0. 331 V BOTTOM ROUND ROD PRIMARY WED. CAT. N0. 3315V A 5/8• x 10FOR APPROPRIATE APPLICATION". 4AMPACT �-'x oP SECTION A -A ROU D ROD SECTION A -A (uD) PULLBOXES EPB-7100 IID IID 36-60 CAT. NO. 3314V 5/8I'x 10' Rou"D WIR BY I.I.D. 4 ' SECONDARY - T AMPACT (110) THIS SYMBOL ON DRAWING XFRS PADS 6•GROUND WIR BY I.I.D. SFORMERPROPOSED 1/ TRANSFORMER PAD SINGLE PHASE S-4872 IID IID 4872-06P�o ® EXISTING 10 TRANSFORMER PAD 3� 75-500KVA IS 6.66 IID IID 68-08 ROAD TYPICALGROUNDING FOR RANCH RUNNER TYPICAL GROUNDING FOR SINGLE & THREE PHASE TRANSFORMER MATERIAL 30 750-2500KVA - IID 9696-08 NTS NTS �2• O THIS SYMBOL ON DRAWING DETAIL 'A' DETAIL 'B' DETAIL 'C' PROPOSED PRIMARY PULLBOX 7/ MI / / 16' IY 0 EXISTING PRIMARY PULLSOX 15Cm� , / i \ (41cm) h �" 3 fl- THIS SYMBOL ON DRAWING �, O PROPOSED SECONDARY BOX \ / 2'-6" /\ / 2 -6" NO CONDUITS ~ (76) ��� i / /(76cm) " / 4 -0" �(76cm) THIS AREA MIN2�) a 72' . �� ® EXISTING SECONDARY BOX , 4 -0 / / \ ` 183an 2 122cm) (122cm) / (1�o O W2 S S S\ rpol o°ooxi o00 00°°0 2 PL 1, V •Y / / W J W 7: 'n ZGil,) 1 . ra IZ+ < rYl) lW y O TYPICAL TRENCH DETAILS • • 2' °o 00 0 0 0 0 o oo o0 0 NTS \ /\ / (1) 14" (36cm) "(2 2 PL 1000 / © SHALL COMPLY WITH PRI. 2 Q.:�. 1'-2" � sEc. Duns DucTs (�'f') j x (36cm) i / G.O. No. 128 RULE ONLY Il ONLY W SEE NOTES No. 43.3 AND 43.3A N 30" (76cm) � fn N N� DETAIL 'D' �\ DETAIL 'E',4,5 & s DETAIL 'F' DETAIL 'H' r 1D��Ir1) 40 � �S • �RR�rn) � �I(g1c 41 CONSTRUCTION NOTES: IN s 1. CONTRACTOR SHALL PROVIDE & INSTALL 8' (20cm) OF �Df 3/8" (1cm) AGGREGATE (PEA GRAVEL) IN BOTTOM SECTION 9 �'J pIA.�IREp 6' (1 OF PULLBOX. MII�' R 00 12. SECONDARY CONDUITS SHALL EXTEND 7" (18cm) TO 00 9" (23cm) ABOVE GRAVEL OO - - - _ O o R - -� ITEM " CARSON IND' S. " O 1324-12L PENTAHEAD BOLT CAPTIVE L-BOLT LOCK 0 #1324-2L COVER 30 (2) #1324-1L BOX DIM " CARSON IND' S. " A 32-3 4 83cm Al 25-1 2 65cm B 23-1 4 59cm B1 16 41cm C1 7 18cm HT 15 38cm HT 1 30 76cm K02 4 1Ocm 0 LP1 2 5cm - CD - 30 713- "-- / % / / TOP VIEW 1-(5/8"X16" (1scmX41cm)) UNISTRUT OR QUICKSTRUT / 48" (122cm) O (2 PLACES). 1 '-0" \ (122cm 2. 1-(5/8"X5" (1.6cmX13cm)) UNISTRUT OR QUICKSTRUT /\ / (2 PLACES) ON ALL PADS \ / 3" (8cm �(1 2cm) / S 3 FGROUND OR PROPRODS.(SEEDETAILGROUNDING METHOD). O OOF 0 0 0 0 0 0 � o ( \ •.4�: % ao o°0000 A°°ao°°o0°�� ATbU3 CT) °O O ° o °p O O °O O LOCATION o 0 0 - -CONSTRUCTION NOTES: O V °v Q) Q �� O o o :, O,O O O ° O O O '0000 000 o0 O o O �GA O O O F A p 00 � E \ K02 / 4PLi \ 3 /\/ �/ DETAIL G , �, \ / • / SEE NOTES 4 & 6 ':, �\ (36cm) // ' • / , • /� SEE NOTES 4,5 & 6 6' (15cm) (T') END HE�I PEA GRAVEL SEE NOTE }4 1. COMPACT ALL BACKFlLL TO 90% UNDER PADS PRIOR TO SETTING PD. ®2. CONTRACTOR TO PROVIDE TWO 5 8 X10'-0" (1.6cmX305cm) COPPER /" ( ) WELD GROUND RODS PER PAD (INSTALLATION BY CONTRACTOR). \ \ /\ O 0 0 0 o O O O O o 0 O O D^' ❑PARKWAY COVER REQUIRED \ HT / \/\ /\ \/ TRAFFIC COVER REQUIRED v °00000 O O O00 \ \ .75 cu/yards O 3 x6 x5 PRIMARY PULLBOX DETAIL �HTi // .57 cu/meters O O NTS ®CD \ //7\ '(f8cm) TO \ CONSTRUCTION NOTES: 9-(23c,,) \\ CONDUIT CghlEIGURATION SCHEDULE PRI SEC PRI SEC ANY 3 0 OR LESS 7.62cm • ANY STREET CROSSING • • 3 OR LESS SEE NOTE 7 4 0 10.16cm , 5 0 12.70cm & 6 0 15.25cm • • 4 OR MORE 4 0 10,16cm , 5 0 12.70cm & 6 15.25cm • THIS SYMBOL ON DRAWING m PROPOSED MEDIUM PRIMARY PULLBOX 6'-0" (183cm) THIS SYMBOL ON DRAWING THIS AREA FOR SECONDARY CONDUIT 24' 30" ( 1 0 ® EXISTING MEDIUM PRIMARY PULLBOX � lg' ® PROPOSED 30 TRANSFORMER PAD 1cm � (76cm) 96" 4'-0' (122cm) +(41cm 8" (20cm) �(244cm) EXISTING 3/ TRANSFORMER PAD I--- so` THIS AREA TO BE CLEAR 12" zo x OF ALL CONDUITS 1cm i X CONSTRUCTION NOTES: CONSTRUCTION NOTES: 2'-0" 1. COMPACT ALL BACKFlLL OF EXCAVATION 1. COMPACT ALL BACKFlLL OF EXCAVATION 1Gm UNDER PAD TO 90% COMPACTION. r (3 (61cm) UNDER PAD TO 90% COMPACTION. 24" 30" ®2. CONTRACTOR TO PROVIDE 11M0 5/8'x10'-0' (1468 kg/m) 12 �. CONTRACTOR TO PROVIDE TWO 5/8'x10'-O" THIS AREA FOR PRIMARY CONDUIT 1cm 76 m ) " 2'x3' (61 cmX91 cm) 31 gym) PER PAD (INSTALLATION BYDCONOOTRUUACrOR )ND S ( ) PER PAD (INSTALLATION LATIONCOPPEWELD GROUND RODS (3) 21 x64" 53x163 RPM POLYMER CLEAR OPENING ) ( PER DETAIL 3 FOR PROPER GROUNDING CONCRETE( COVERS. 12 44 cn' - 3. SIZE AND NUMBER OF CONDUITS IN EACH MEIHOD PARKWAY LOADING = 300 PSF. G�) ► (2 PAD TO BE AS SHOWN ON CONDUIT LAYOUT. )• ER OF CONDUITS IN EACH (1468 kg/m2) `" ' (20 8'0 11A�' 16. 4. ANCHORAGE TO BE SET BY I.I.D. WHEN 3 PAD TO BE ASSIZE AND BSHOO ON CONDUT LAYOUT. �THIS AREA FOR Y 1 1 -5. COANTRACTORRSHALLSPRO k & INSTALL 5/8"X 10 (1 60cmX306cm) 4. ANCHORAGE TO BE SET BY I.I.D. WHEN -_ 2"x2"x1/4" (5cmX5cm0.6cm� - --- - - - Zr (46cm) 2'-0" - 8'-0'-- 3/8' (1cm) AGGREGATE (PEA GRAVEL) __ _ ...- _ __._._CW GRND _RROD_ �- 18" TRANSFORMER IS INSTALLED. REMOVABLE, SEATED. 1,) (61cm) (244cm) UNDERNEATH TRANSFORMER PAD, AS SHOWN. 1 (30.5cm) CHAMFER (46cm) 5. i(inIFRACTOR SHALL PROVIDE & INSTALL 3/9 T-BEAMS 2PL / (168 z 6. A PRECAST CONCRETE PAD MAY BE USED. ALL AROUND::::�, UNDERNEATTHEGATE TRANSFORM RPEA A AD AS SHOWN. IND ,6 THIS AREA TO BE CLEAR 2" 7. SEE DETAIL 3 FOR PROPER GROUNDING 5" (13cm) 0 SINGLE 5" (13cm) 0 KNOCKOUT A _ 0 6. A PRECAST CONCRETE PAD MAY BE USED. OF ALL CONDUIT (18an) METHODS. TOP VIEW 5/8"X 10' (1.60cmX306cm) TERMINAT 16 PL. TYP. Q 8 AT EA END- 16 TOTAL SIR a " /-CW. GRND. ROD t (3cm) FINIS GRADE 3" (8cm) X X 6" X 6" (15cmX 15cm) 4 3/4® THIS AREA FOR PRIMARY CONDUIT 1'-11" 2 -0" 10GA. REINF. MESH 8" (20.32cm) 6" (15cm) 0 SINGLE -� a )+ �) �`� �`�` ( m (61cm) " 71 TERMINAT 24 PL. TYP. (1) 8 m ���,e (IYP. 5cm) 2" (5cm) 0 SINGLE GROUND ROD 9 (49 O O O O O O O O O O O O O C''^> O C (AT ) 1 S+ TERMINAT 8 PL. TYP. O LOCATION HOLE J 5 12" 30.5cm .. ®5/8"X10' (1.6cmX305cm) PEA GRAVEL • C) n C �` O �: DUCT LOCATION �� vf CWW. GRND. ROD SECTION X-X r �; ' 15 30 TRANSFORMER PAD DETAIL ? n� - ; PEA ❑ PARKWAY COVER REQUIRED ej -/ '.6� (�98Cm \ (1) �• / (15) ❑ TRAFFIC COVER -_ REQUIRED ALL( AR�UNDAM 750 TO 2500 KVA 6 30TRANSFORMER PAD DETAIL PROJECT -63 NW 4021 782 C.S.P. Q SHEET 3 OF5 e �) 6 4'x6'-6"x5' PRIMARY I:�EDIUM PULLBOX DETAIL TOP VIEW 75 TO 500KVA IMPERIAL IRRIGATION DISTRICT - 7/8" (2cm) 0 GALV. PULL DETAIL 8 & 9 CONSTRUCTION NOTES: NTS FINISH GRADE 6•x6• (15cmX15cm) 2" (5cm) 5/8%10' (1.6cmX305cm) R 3' (8cm) NTS REVISION CHART IRON CAST IN 4 PLACES TOGA. EINF. MESH C WW . GRND. ROD DATE: -REU BY,DESCRIPTION COACHELLA VALLEY DIVISION 1. CONDUITS SHALL BE TERMINATED IN END WALL KNOCKOUTS BY USE OF CAST IN PLACE TERMINATORS, WITH NOT LESS THAN (4) 5" (13cm) TERMINATORS PER KNOCKOUT. a. 2. JOINT SEALING COMPOUND SHALL BE PLACED BETWEEN PULLBOX BASE AND ALL GRADE RINGS. SEALING COMPUOND PER GROUT SHALL BE REQUIRED BETWEEN LAST +R e'(20.cm) o CQII: TOLL FREE C.H. . PER CON TRUCIION REQUEST �� �� GRADE RING AND TOP COVER SECTION PER DISTRICT'S INSPECTOR. O O O O O O 12' (30cm) PEA UNDERGROUND DISTRIBUTION 4 3. PROVIDE TWO PIECE STEEL TRAFFIC, OR "RPM" PARKWAY COVERS AS REQUIRED PER DISTRICT DRAWINGS AND IN THE QUANTITY SHOWN ON THE SHEET. (� O O O O > O O O O C 1 -$QQ Ail TOP COVER SECTIONS SHALL B '� ^ ^ ^ ^ O O O O r\ cl GRAVEL AT DUCT - OR -- •• -- -- for co'Q 4. L E PROVIDED WITH 3/4 (2cm) DIA. ADJUSTABLE BOLTS FOR GRADE AND SLOPE (4 REQUIRED). � 5. COMPACT ALL BACKFILLS TO A MINIMUM OF 90X. `o lam) PEA GRAVEL O O O O O C LOCATION 6. CONTRACTOR TO PROVIDE TWO 5/8"x 8'-0" (1.6cmX244cm) COPPER WELD GROUND RODS PER PULLBOX & VAULTS. (1yp•) 1 TYPICAL VAULT DETAIL 7. FINISHED LBOX INSTALLATION. 8. BASE SECTION DOF PULLBOX MUSE ES MUST BE EiLLEEVE PPRIORRIOR TO ADDITION OF GRADE RINGS ETC. SECTION X-X T NTS 9. ALL TOP COVERS SHALL BE MARKED WITH DISTRICT`S LOGO "I.I.D." 422-4133 TWO WORKING DAYS BEFORE YOU DIG VATERIID CAPITAL P. NBI N-130 Cdi: dND N-131 Cxi: pmN-130ILONC 16►PBRSON SI: AND - 10. SEE CONDUIT LAYOUT FOR SIZE AND NUMBER OF CONDUITS REQUIRED IN EACH PULLBOX. CONDUIT TERMINATING IN SIDE WALL KNOCKOUTS SHALL REQUIRE END -BELLS. ESIGN• JMS CR DATE* rAV #17" ' • JMS CR • 03 30 06 ICHECKED BY: A R IZO) � CONTRACTOR NOTES 1. INSTALLATION CONTRACTOR SHALL OBTAIN AND BE RESPONSIBLE FOR BE ALL REQUIRED AND/OR NECESSARY PERMITS AND FEES THAT IMPOSED BY CITY, COUNTY, OR STATE AGENCIES. 2. IT SHALL BE THE RESPONSIBILITYINSTALLATION PROPERTYTCORNO RS,TIES, TABLISH ENCE ALL GRADES (ROUGH AND FINAL), BENCH MARKS LINES, WALLS, PROPERTY LINES OR OTHER FIELD REFERENCES AS REQUIRED TO INSTALL AND VERIFY THE INSTALLATION AND LOCATION OF POWER FACILITIES. 3. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR ONNG RAPOWER R TO ESTABLISH THE LOCATION AND DEPTH OF SYSTEM FACILITIES AND FOREIGN SUBSTRUCTURES WITHIN THE WORK AREA.THE CONTRACTOR SHALL ALSO MAKE THE THE USA ONE CALL AND KEEP THE ONE CALL TICKET UP TO DATE. 4. THE INSTALLATION CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR RESTORING TO IT'S FORMER CONDITION, AS NEARLY AS POSSIBLE, ALL EXCAVATED AREAS OF THIS WORK AND COMPACT ALL BACKFILLS TO NOT LESS THAN 90%. BA KFIL S AT STREET CROSSINGS ABOVE CONCRETE ENCASEMENTS, SHALL BE NOT LESS THAN A 2 SACK SAND SLURRY FROM TOP OF CONCRETE ENCASEMENT TO STREET SUB -GRADE. CON ',RETE ENCASE- MENT OF CONDUITS AT STREET CROSSINGS SHALL BE 3000PSI STRENGTH. CONCRETE FOR ENCASEMENT OF POWER DUCTS FOR ALL OTHER LOCATIONS SHALL NOT BE LESS THAN 3 SACK - 3/8" AGGREGATE (PEA GRAVEL) MIX. 5. THE TERM ENCASEMENT AS USED HEREIN, SHALL MEAN A 3" ENVELOPE AROUND ALL SIDES OF ONE OR MORE DUCTS. DUCT SPACERS SHALL BE REQUIRED BETWEEN CONDUITS AT NOT MORE THAN 6 FOOT INTERVALS. 6. ALL ENCASEMENT OF POWER DUCTS WILL REQUIRE AN ON SITE INSPECTOR AT THE TIME OF ENCASEMENT TO INSPECTOR. SEE DETAILO#5G COPY F ON THE DETAILE TRIP TICKET TO B S SHEET FOR CONDUIT CONFIGURATION SCHEDULE. 7. THE INSTALLATION CONTRACTOR SHALL MANDREL ALL CONDUIT RUNS TO AND INCLUDING SERVICE DUCT, I.I.D. TO PROVIDE THE MANDREL AND INSPECTOR. (INSPECTION SCHEDULES ARE SUBJECT TO A MINIMUM 48 HOUR ADVANCE NOTICE AND ARE BY APPOINTMENT ONLY-(760) 398-5854.) 8. ALL I.I.D. POWER AND/OR COMMUNICATION SYSTEM INSTALLATIONS IN JOINT TRENCH INCLUDING BUT NOT LIMITED TO; CONDUITS, VAULTS, PULL BOXES, TRANSFORMER PADS, SERVICE BOXES, METER PEDESTALS, ETC., WILL REQUIRE INSTALLATION INSPECTION BY I.I.D. 9. CONDUIT SHALL BE: ____,1 ()...__..II,S__ALL-DUCT-R JNS;THE_.INSTALI.A_T_ _X CONTRACTOR TO FURNISH AND INSTALL THE FOLLOWING: CONDUITS 1' TO 500' 501" Iv 1Mm �^^ 1 A A A MORE THAN 1: A A A • IN SPARE CONDUIT • IN REMAINING DUCTS, 114" 318" 112" POLYESTER ROPE DWMEfER NOTES: 1) POLYESTER MEASURING ,PULLING TAPE & POLYESTER ROPE WILL REQUIRE TO HAVE A SINGLE PIECE RUN WITH NO SPLICING. 0 2) AFTER MANDREL IS COMPLETE, A MEASUREMENT ROPE MUST BE IN PLACE IN ALL DUCTS INTENDED FOR 3 PHASE CABLE. ROPE MUST HAVE 1 FOOT MEASUREMENT INCREMENTS AND HAVE STRENGTH RATING EQUAL TO TABLE IN ITEM 10. WHERE A' EQUALS: A CONDUIT MEASURING TAPE PROVIDED BY EITHER: 1) CONDUX (800) 533-2007 3/8" DUPONT "KEVLAR" 2) PACIFIC STRAPPING (800) 787-0451 OR (310) 903-1214 PACSTRAP POLYESTER MEASURING AND PULLING TAPE. 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 PADS, METER PEDESTALS, ETC., SHALL HAVE A 2'-0" MINIMUM RADIUS. 13. ALL 3" AND 4" PRIMARY CONDUIT RISERS WHICH ENTER TRANSFORMER PADS, PRIMARY METERING PANELS, UNDERGROUND SWITCH GEAR PANELS AND __POLE --RISERS; SHALL HkV_E_ 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 21 e dQ d d. e_ a . ° e CAP � d °d. d . ° ° d e d A d ' a ° d.d. e d _ ° e d d ALL CAPS ARE GLUED ONTO CONDUITS. GROUND LINE 2' 2, EEU CAP CAP 18. THE CONTRACTOR IS REQUIRED TO PROVIDE, AND INSTALL, A MINIMUM OF TWO (2) COPPERWELD GROUND RODS, 5/8" BY EIGHT FEET (8') IN LENGTH, AT EACH PRIMARY PULL BOX, MANHOLE, VAULT, AND RISER POLE. A MINIMUM OF TWO (2) GROUND RODS, 5/8" BY _TEN 1 ' IN LENGTH , WILL BE REQUIRED AND INSTALLED BY THE CONTRACTOR AT EACH TRANSFORMER PAD TO COMPLY WITH GENERAL ORDER 21.2,A. 19. CONTRACTOR IS RESPONSIBLE FOR PERMANENT AND WATERPROOF MARK- INGS ON ALL INTERIOR VAULT KNOCKOUTS, ANY AND ALL CONDUITS, CONDUIT RUNS, AND STUB -OUTS, WITH THE CONDUIT NUMBER CORRES- PONDING TO THE NUMBER SHOWN ON THE PLANS. 20. SINGLE PHASE TRANSFORMER PADS INSTALLED ADJACENT TO ROADS SHALL HAVE THE PRIMARY CONDUITS INSTALLED TOWARD THE ROAD, SECONDARY CONDUITS INSTALLED AWAY FROM THE ROAD. 21. CONTRACTOR SHALL SEAL OR GROUT AROUND SEAMS, LID SECTIONS, AND DUCTS ENTERING VAULTS AND PULLBOXES TO PREVENT SOIL AND WATER ENTERING AT JOINTS OR OPENINGS. 22. WHERE THE INTERNAL DIAMETER OF THE CONDUIT IS SMALLER THAN THE DIAMETER OF THE OPENING IN THE VAULT WALL, THE REDUCT- ION IN CONDUIT DIAMETER SHALL TAKE PLACE A MINIMUM OF TWO FEET (2') FROM THE EXTERNAL WALL OF THE VAULT. VAULT r2.71T CONDUIT SIDE VIEW 23. CONTRACTOR/DEVELOPER SHALL KEEP ALL DEBRIS AWAY FROM I.I.D.'S TRANSFORMER PADS, PRIMARY VAULTS, PRIMARY PULL BOXES & SECONDARY PULL BOXES TO GIVE I.I.D. PERONEL ACCESS DURING DURATION OF THE PROJECT. 24. TRANSFORMER PADS, PULL BOXES, MANHOLES, VAULTS,AND SWITCH PAD INSTALLATIONS, SHALL BE INSTALLED 3" ABOVE FINAL GRADE (WHERE NOT INSTALLED IN SIDEWALKS) AND FLUSH WITH FINAL SIDEWALK FOR THOSE INSTALLATIONS. IN AREAS WITH SLOPING CONTOURS GREATER THAN 1 /4" IN 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 6" OF SLOPE IN 6 FEET OF HORIZONTAL MEASUREMENT.) SEE ALSO NOTE #26, THIS SHEET. 25. SLOPE ELEVATIONS GREATER THAN THOSE E DESCRIBED ESC RIBEDDINSDEETAAIIL BELOW, MAY REQUIRE RETAINING WALLS ON ELECTRICAL CLEARANCE REQUIREMENTS. (3" IN HEIGHT PER 1 LINEAR FOOT REQUIRE RETAINING WALL). SIDE VIEW :.• , PAD / VAULT GROUND LINE r:: 26. CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE TO PROVIDE A RETAINING WALL AROUND DISTRICT FACILITIES WHERE APPLICABLE, AS DESCRIBED IN DETAIL BELOW, PER I.I.D. REQUIREMENTS. IF THE SLOPE IS GREATER THAN WHAT IS DESCRIBED IN NOTE 25, A RETAINING WALL IS TO BE INSTALLED. THE DRAWING SET -BACK ARE REQUIRED FOR DISTRICT PERSONNEL TO MAINTAIN AND OPERATE EQUIPMENT SAFELY. THE DISTRICT HAS THE FINAL DECISION WHERE RETAINING WALL IS TO BE INSTALLED. NOTE: THE CHART BELOW WILL INDICATE THE SPACE AVAILABLE TO OPERATE AND OR MANEUVER EQUIPMENT SAFELY. NOTE: FOR ALL 10 & 30 TRANSFORMER WILL REQUIRE TO END THE RETANING WALL AT CENTER OF THE PAD. „C„ VARIES RETAINING WALL-. a .r. TRAFFIC SIDE TYP. HIID FRONT A -A BACK FACILITY SIDE "A" TYP. 3 SIDE WALK __H TOPVIEW RETAINING WALL--,, IID 1 v FACILITY SECTION A FINAL GRADE SIDE VIEW NTS STREET d A -A c I d Q. VARIES URB FACE CONCRETE SIDEWALK t.. CURB & GUTTER Imperial Irrigation District Coachella Valley Power Divrsiori IID CAPITAL PROJECT (2) NEW U.G. GETAWAY CK LA OUINTA51 PROJECT# NETWORK-4 4021982 Tr DRAW I DWG N0. 1 COVER SHE 2 UNDERGROI 3 TYPICAL DE S, FROM LA UINTA SUB CONTACT PHONE: �201 ALFONSO RO 398-5821 NG IlN-�DEX DESCRIPTION -T ND CONDUIT PLAN FAI LS I- E G E N D DETAIL SHEET DESCRIPTION SEE DETAIL SHEET DESCRIPTION 1 A PROPOSED RISER POLE �5 TRENCH SECTION DETAIL 1 A EXISTING RISER POLE �s PROPOSED VAULT ENCLOSURE t B '"VJ PROPOSED DOUBLE RISER POLE EXISTING VAULT ENCLOSURE tB w EXISTING DOUBLE RISER POLE ❑ 0 PROPOSED SWITCH ENCLOSURE C., EXISTING SWITCH ENCLOSURE ® PROPOSED PRIMARY PULLBOX �j [ g � ® PROPOSED 34 TRANSFORMER PAD I� EXISTING PRIMARY PULLBOX PAD EXISTING 30 TRANSFORMER 3A 38 PROPOSED 10 TRANSFORMER PAD 3A 3B EXISTING 10 TRANSFORMER PAD m PROPOSED MEDIUM PRIMARY PULLBOX GPROPOSED SECONDARY PULL -BOX ® EXISTING MEDIUM PRIMARY PULLBOX EXISTING SECONDARY PULL -BOX 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 EXISTING PRIMARY CONDUIT W-R WALL TO RISER 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) 27. THE DISTRICT WILL PROVIDE AN UNDERGROUND POWER INSPECTOR DURING THE ACTUAL INSTALLATION OF CONDUIT AND VAULT SYSTEMS. ANY REQUEST FOR INSPECTION ON A PROJECT MUST BE SCHEDULED WITH THE DISTRICT 24 HOURS PRIOR TO ACTUAL NEED. FAILURE ON THE PART OF THE OWNER(S), DEVELOPER(S) OR CONTRACTOR, _T.O«SCHEDULE AND/OR OBTAIN AN INSPECTION AND APPROVAL FOR ANY PORTION OF THE LIGHTING OR UNDERGROUND POWER MAY RESULT IN THE TOTAL REJECTION OF THE NEWLY INSTALLED SYSTEMS. PLEASE CONTACT INSPECTOR AT (760) 398-5814 - 28. CONTRACTORS/ DEVELOPERS TO REVIEW PLANS AS SOON AS RECEIVED FROM IID FOR POSSIBLE CONFLICTS OF' PROBLEM ON LOCATIONS OF APPT b IID STRUCTURES. ANY REVISIONS TO ORIGINAL IID DESIGN WILL REQUIRE y ' ADDITIONAL ENGINEERING TIME AND MIGHT CAUSE ADDITIONAL DELAYS ----- - 07^ TO THE PROJECT. • Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG PROJECT# P- 6320 REVISION CHART NO 402178 C S P # N/A SHEET 1 OF5 IMPERIAL IRRIGATION DISTRICT COf"HELLA VALLEY DIVISION UNDERGROUND DISTRIBUTION for IID CAPITAL PROJECT MKF N-130 CKT. AND H-131 CAT FROM LA DINT SUB N-130 ALOh?; JFFFBRSON ST AND•N--131 A eFIN LYS