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41531 NOTE: ,, With proper validation t this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 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 04 Subdivision Improvement Permit — Class III DATE:05 /19 / Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 350' .N/S Avenida Mazatlan and S/S of Avenue 50 within 1500' E/O Eisenhow©r Drive (2 Poles Existing Alignment) (Street address or Description of Location) PURPOSE OF CONSTRUCTION System improvement for La Quinta Hotel Area DESCRIPTION OF -CONSTRUCTION IN: 2 P.Poles 150' D.H.'Prim. and Pull Line Approx 3300' of 3-350 ACN U.G In -Existing Conduit . DIMENSION OF INSTALLATION OR REMOVAL Frxm. rxaer 3300' of 3-350 ACN U.G. SIZE OF EXCAVATION, IF NEEDED 4 x 1U" x 4 deep APPROXIMATE TIME WHEN WORK WILL BEGIN receipt or permit Sketch (attach construction plans if appropriate) *See Attached Special Conditions* APPROXIMATE TIME OF COMPLETION D worKingyaym ESTIMATED CONSTRUCTION COST $ 81,U00.UU (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend, and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. 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. Applicantbr Agent IID, PO Box 937, Imperial, CA 92231 (760),,1.39-9238 3117,_s ? Name of Applicant (please print) Business Address Telephone No. IRBY Construction Company, PO Box 1819, Jacksou, MS 39215 (601) 960-7294 Name of Contractor and Job Foreman Business Address Telephone No. 163338 Contractor's License No. Self —Insured City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ T&M Permit Fee NA Penalty Cash Deposit -Surety Bond if required TOTAL: $ TSD Receipt No. Received by Date lv 4153 PERMIT VALIDATION PERMIT NO. DATE APPROVED 5/24/04 EXPIRATION DATE 5/31/05 DATE ISSUED Z SBy 1 Administrative Authority Recorded by 11 Telephone: (760) 777-7075 MELISSA AYNES. O 1-800-852-TOPStlN RENTALS IADES SALES i. FAX (760) 347-3680 i �/�-� a 6 44-631 Jackson, Indio, CA 92201 � (760) 347-2111 , { 189 W. Main St., El Centro, CA 92243 (760) 353 6628 s <• 10968 1 Ave., Ste. E, Hesperia, CA 92345 = ':a PERMIT NO.4153 La Quinta Hotel Improvements/IID/Tract No. 28546 Work shall be prohibited on legal holidays and Sundays. Note: Construction work (incl'uding 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 (909) 275-6894 if signal operation at the intersection_is to be altered in anyway. 9. Pursuant to Section.14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1082), Perrnittee 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. 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 ofthe La Quinta Municipal Co- de`(Ordinance 10 § 1 (part), 1982), street closures shall not be permitted..A minimum of two (2) travel lanes of paved surface shall be maintained ai all times. 11. Prio`r 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. 12. 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 CityEngineer at no cost to the City, of La Quinta. " 13. Pursuant to Section 14.16.370 of the La.Quirita 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. I Special Conditions Page 2 of 5 . C PERMIT NO.4153 + La Quinta.Hotel Improvements/IID/Tract No. 28546 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. 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. Special Conditions Page 3 of 5 i.3 X PERMIT NO.4153 La Quinta Hotel Improvements/IID/Tract No: 28546 14. 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 protectionlof 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. 15. All. landscaping, irrigation, decorative rock,. decorative concrete, lighting, etc.,., shall be replaced to its - original condition. 16. Access and egress to all local properties shall be maintained at all times. 17. Pursuant to Section 14..16.375 of the La Quinta Municipal'Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacementshall 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 concreteoverthe 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 3/4"' 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 thetrench 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. Special Conditions Page 4 of 5 I PERMIT NO.4153 La Quinta Hotel 'Improvements/IID/Tract No. 28546 • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. If grinding and capping operations are not performed in the same day as base paving operations, E. pP g P t� g . the base.course lift of 3/4" 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. 18: 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. 19. Pu'rsuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 1,0 § 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 subj ect street, or if this permit specifically grants permission to use .the. street .to deliver street construction materials and/or equipment. 20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 21. 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. 22. 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. IK rt . a 60 1712P e VENIDA F€Rtie.Amn— __T 2552S 1710H 1711 H 2 46P 2557P n � I I 1 i I I BO 2556P N/0 UQ292 m- 0 r 2551' r- 2474P 2554P U610 I � I TUQ67J UQ68 RM: UQ69P UQ69P IN: 907815 1714H FERNANDO / EXIST.1707S ■ 3-350MCM 7.2/1�,30 PRI. EXIST 350N►CM 170 H / 1708H 2545P IN ( -350 ACN U G. CA. XISTINGI CND 11220' �s r-- i 2546P 2789S 2547P 3-350 ACN 7.2/12.5KV 30 PRI.EXIST. HOTEL ENTRANCE CALLS MAZA TLAN UN-1160H SCALE: 1 "= 100' 0 50 100 200' US, R.7E, SEC. 36 1322P 320' 3-350 MCM 7.2/12.5KV 30 PRI. EXIST. 3-350 MCM 7.2/12.5KV 30 PRI. EXIST. -IN: 3-350 ACN U.G. CA. - IN EXISTING CND. 315' 315' ;^ A VENIDA _ MAZA TLAN MCM 7.2/12.5KV 30 PRI. EXIST. 3-350 MCM 7.2/12.5KV 30 PRI. EXIST. 3-4/0 W/ CONCENTRIC NEUTRAL 7.2/12.5KV 30 PRI.EXIST. 1706H I �--- 3-4/0 W/ CONCENTRIC NEUTRAL 7.2/12.5KV 30 PRLEXIST. w A .j i 1 1762H 14 O z w W UN-1263H 1261H 1259H ig IN: 3-350 ACN U.G. CA. IN EXISTING CND. 1760' IN: 40' POLE (Q021 TOP CIRCUIT) 4-397.5 AAC 7.2 12.5KV 30 PRI. EXIST.(Q021 TOP CIRCUIT) .... 54' } NO � 9217" 30- t16 `4-3 0 AAC 7.2/12.5KV 30 PRI. EXIST. �11 BOTTOM CIRCUIT) -� 91 IN: 4-3/0 AAC OVERHEAD CA. \ ••- _ -� ___ __ UN5701VJ 30 TEMP. CONDITION 150 IN: 40 POLE- - 2(3-350 MCM 7.2/12.5KV 30 PRI. EXIST.)IN PARALLEL EXIST. = - _ 5� PICK-UP 2-6" EXISTING CND. _ UN 1422H I � � pq UN10AO z w ---, o�, - w I � i I UN11070 12 3H ` `� 41 UN10LQ IN: RISER POLE 10 -- �\\UNt07021 ��\` - f 70 Bi UNi070207P U-.,�\ <6 PROJECT P-5597 NW 4016885 C.S.P. SHEET 20F 3 ! /f , -- IMPERIAL IRRIGATION DISTRICT REVISION CHART �.� • R V BY• DESCRIPTION IMPERIAL, CA. Call: TOLL FREE _ _ _ COACHELLA VALLEY DIVISION UNDERGROUND DISTRIBUTION 1-800 422-4133 VATM Q011 MARSHALL SUB. I TWO WORKING DAYS SYSTEM IMPROVEMENT BEFORE YOU DIG Pam CONDUIT/WIRE LAYOUT DESIGN: G. BARRAZA DATE. DRAWN: J. RILLORAZA DATE: xxx CHECKED BY: APPROVED: —