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4117NOTE:. With proper validation this form constitutes an 4 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 Subdivision Improvement Permit — Class I II DATE: 3/17/04 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION REAst aisle. of Madison and North of Ave 58 (Street address or Description of Location) PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Intercept telephone manhole &.connect to crosasing. Plans from IID Trenching is behind curb. See special and DIMENSION OF INSTALLATION OR REMOVAL Ift x 60ft select conditions (see plan) SIZE OF EXCAVATION, IF NEEDED 1ft $ 60ft x Depth ? APPROXIMATE TIME WHEN WORK WILL BEGIN 3/18/04 R APPROXIMATE TIME OF COMPLETION same day MAR 19 2004 ESTIMATED CONSTRUCTION COST $ 300.00 rL (Including removal of all obstruction, materials, and debris, backfilling, com- CITY OF LA QUINTA 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 thhiis,application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time wfi2n�work I�d'�e started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable. ,ufees and regulations of the City of La Quints and to pay for any additional replacement necessary as the result 1 this work. 1 Sign ture of Applicant or Agent Corry O'Neil, 52-�105 Avenida Herrera, La Quinta f 578--6183 Name of Applicant (please print) Business Address r Telephone No. Resort Communications, 52-105 Avenida Herrera, La_Quinta; 771-2295 Name of Contractor and Job Foreman Business Address Telephone No. 777961 14776 Contractor's License No. City Business License No. Scotts Dale Insurance Comnanv CL150 `�3( _3 -ex ' Z -3 ts" Applicant's Insurance Company t Policy Number FEES: Subdivision Improvement Permit — Class I I I wee Public improvements: 3% of estimated construction costs\b1�� Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ 0.00 II Permit Fee 100.00 Penalty ' Cash Deposit -Surety Bond if required TOTAL: $ 100;00 Receipt No Received by Date 11- 4t17 PERMIT VALIDATION PERMIT NO. 4117 DATE APPROVED 3/18/04 EXPIRATION DATE 3/18/05 DATE ISSUED C\ 3J18/04 By e'; � x1. L(k LA_ ✓ Administrative Authority Recorded by Telephone: (760) 777-7075 a PUBLIC WORKS DEPARTMENT, APPLICATION FOR PERMIT Date: r,�k16 `V Location of Construction: M a is e� as f s,We- fir• 1- af Purpose of Construction: n s a Description of Construction: f /G ti La� mH„ a c ros ' ✓�-G l C+ G 'w de rL Dimension of Installation or Removal: //-. X, 0 Ft' Approximate Construction Start' Date: -p y Approximate Construction Completion Date: �3 - / - 0 y Estimated Construction Cost: $ 3W Estimated Construction Cost shall include the removal of all obstruction , materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Name of Contractor: ke sor �m ,;, U 4'��,Tio Contractor Address: ,'Z - oS 4. Je- trrg-r Contractor Telephone Number: Zf 0 7/ — Z Z $F Contractor State License Number: CTI) ' 777i6 l Contractor City Business License Number: y 776 Applicant or Contractor General Liability Insurance Company: .s,Difsbale_ T^1s�1�fa. I P4�� f)69f-7z�0 Applicant 'or Contractor General Liability Insurance Poli.cy Number: Office Use Only: Inspection Fee: O Permit Fee: l Oct As -Built Deposit: Dust Control Deposit: Credit i .Amount: . TOTAL FEE DUE: ' 00. o J Office Use Only: Assigned Permit Number: '� l { / I Approval Date: 3-1S-0Ll Expiration Date: Issue Date: Z ✓_1�`u� Admi istrative A io t _ FROM (THU) 3 18 2004 15:25/ST.15:24/NO.5011547134 P 1 • ACORP CERTIFICATE OF LIABILITY INSURANCE 03/18/2004' PRODUrFR (909) 599-7Z00 . FAX (909) 599-2700 CDS Insurance Services License # OC88587 437 S. CataraCt Ave. Suite 1 5an Dimas, CA 91773 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED MAO Corporation; dba: Resort COmmunlcations 51-455 Desert Club Dr. La Quinta, CA 92253 ' INSURERA: Scottsdale Ins. Co. IN%URFR R: INSURERC: INSURER 0; INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDIN, ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' TYPE OF INSURANCE POLICY NUMOER POLICY EFFECTIVE POLICY EXPIRATIONNSR 01/23/200S LIMITS GENrAALLIABILITY CLS0923683 01/23/2004 EACH OCCURRENCE S 1,000.000 MERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ ZOO, 0OCLAIMS MADE Q OCCURMED k EXP (Any one person) 8 S.00A PERSONAL & AOV INJURY $ 1 00O 0O GENERAL AGGREGATE $ 2,000.00( GE N'L AGGREGATE LIMIT APPLIES PER: POLICY 7 JET_ LOC PRODUCTS • COMP/OP AGG S 2,000100( AUTOMOSILe UAOIL"Y ANY AU t O COMBINED SINGLE LIMIT (Ea awoent) S ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per pmon) $ MIRED AUTOS NON-OWNEDAUTOS BODILY INJURY (Per aWden() $ PROPERTY DAMAGE (Par aGPdant) $ GARAGE UAINUTY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGO S EXCESSIUMBRELLA LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE S AGGREGATE S S DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WCSTATu oTH IT IMPLOYERS' LIMIL)TY E.L. EACH ACCIDENT $ ANY PROPRIETOR/PARTNEWEXECUTIVE E.L. DISEASE • EA EMPLOY $ OFFICER/MEMBER EXCLUDED? Ii e* de1Wbc under S�CC,AL PROVISIONS below E.L. DISEASE - POLICY LIMIT S OTHER DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS 030 day notice of cancellation except 10 days given for non-payment of premium. CERTIFICATE HOLnFR . i 1 Alurtal I ATlnlu SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL *30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED To THE LEFT, City of La Qu i nta BUT FAILURE TO MAIL SUCH NOTICE SMALL IMPOSE NO OBLIGATION OR uAJIIUTY P 0 Box 1504 of ND WN THE INSURER, ITS AGENTS OR REPRESENTAYIVEO. La Quinta, CA 92253 AMrE RE EWTATIV ACORD 25 (2001108) FAX: (760)777-7155 ©ACORD CORPORATION 1988 FROM (THU) 3 18 2004.15;25/ST.15:24/N0.50115471.34 P. 2 CERTIFICATE HOLDER COPY STATE P.O. BOX 420807, SAN FRANCISCO, CA 94142-0807 GOMPRNSATION IN&LJ RAN C! - - FUN CERTIFICATE OF WORKERS' COMPENSATION INSURANCE MARCH la; 2004 GROUP: POLICY NUMBER. 3.709500-2004 CERTIFICATE ID: 57 CERTIFICATE EXPIRES: 01-13-2065 01'-13-2004/01-13-2005 CITY OF .LA: `QUINTA - P 0 BOX •1504' L•A QUINTA CA.92253 ALL OPERATIONS This is to certify that we.have issued a valid Worker's Compensation insurance policy in a form approved by the California Insurance Commissioner to the employer named' below for the policy period indicated. This policy is not subject to cancellation by the Fund except upon. 30 days -advance written notice to the employer. We will also give you 30 days.advance notice should this policy. be cancelled prior to itsnormal expiration. This, certificate of insurance is not an insuran6e.policy. and does not amend;•extend or alter.the coverage afforded by the policies listed herein. Notwithstanding any requirement, term or condition of'any' contract or other document with respect to which this certificate of insurance may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions; and CUnditionsi of such policies. ' A1.2r,,., C B. AUTHORIZED REPRE39NTATW PRESIDENT. . EMPLOYER'S LIASILITY'LIMIT INCLUDING DEFENSE COSTS: $1,.000,000,PER OCCURRENCE ENDORSEMENT #2.065 ENTITLED CERTIFICATE HOLDERS'%. NOTICE EFFECTIVE 01-13-2004 IS ATTACHED TO .AND FORMS A PART OF..:THIS 1POLXCY.••° " .t s w EMPLOYER 14AO CORPORATION::DBA: RESORT;COMkMiCATIONS PO BOX11273 { LA' QUINTA "CA 92253 SCIF.10262E rEPF-Ul: BO 1 PERMIT NO.4117 Puerta Azul/Telephorie Trenching Off-Site/Tract No. 30096 In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest. edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Resort Communications, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 3. This permit or copy of it shall be on thework site for inspection during the actual work performed. 4. Streets shall be kept clean,. They shall be completely cleaned at the end of each working day and more frequently, if required. 5. 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 ist to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited. on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8.:00 a.m. 6. 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. 7. 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. 8. 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 Special Conditions Page 1 of 4 PERMIT NO.4117 Puerta AzuUTelephone Trenching Off-Site/Tract No. 30096 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.Qiiinta 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. 9. 10 Prior to excavating,, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. If 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. 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.. 11. 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,isnot encountered due to soft, spongy or other_ unsuitable material, such material shall be removed to the limits directed by the Geotechriical Inspector and/or the City Inspector and the resulting excavation backfrlled 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 backfrlled shall be backfrlled 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. , special Conditions Page 2 of 4 PERMIT NO.4117 Puerta AzuUTelephon'e Trenching Off-Site/Tract No. 30096 F 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 3001inear,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 (iri 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 beTurnished to the City Inspector. 12. 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: - -13. .All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15. 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 Special Conditions Page 3 of 4 i PERMIT NO.4117 Puerta Azul/Telephone Trenching Off--Site/Tract No. 30096 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. If grinding and capping operations are not performed in the same day as base paving operations, 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. - E. 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. 16. 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. ; 'x 17. 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 Tay 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. 18. The City of La Quinta reserves the right to revoke; suspend or void this permit at any time. 19., 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. Special Conditions '+ Page 4 of 4 - City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4117 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used .in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or.if the pavement is marred,. City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of,La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving'placed on ( ** N/A ** ) inches of ( ** N/A **) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/") to one foot (1').. ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( ** N/A ** ) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 %") of A.C. paving on (** N/A **) of class (`* N/A'* ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. <%. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior. to ,excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (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 ( 4 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base shall be placed no later than ( 7 ) 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. II 918710-40 247' A�13S p , LIN 2564H II4 I IA IIIIIIIP. GA WES T IITO LIN! 813 13 II33' IIII25 804' 25; R Ip II- - - - - - 3V EXIISTING 4 -5*CND. 4T I14 69— 70' 1 4 99' A 221' 1 4 142'— 14 325 4\25 1 4 131' A 1p P p p IAl! If RIS : 5r --------- - 5�S INTERC — ----------- R6 p ILIN 1094045H SEE Ef 3 DETAI 9 11 IISHE IIIF7 IID, FtN_1�9t5f­l _SEE SHE� L IIII-52 63 !I! 90 IIL IfL! tfu 54' 55', n L II0 IIIIIIIIIIIS2' 20' IJ20' I�7 ------ = I I ;, t 20', 1 1 ,7 11 21Y 20' 7— 20' IZU, zu 20 ! I M'_ 55" II------- 60 —4� 73" 82' - — ------- I93' z I80. UN 109404,5P I73 LIN 1094051 P N 109405M _ ---- -- IU 11740�H F F 61 JF& 6b'j 85' 105 I7 -T I> i 72' ISN 1094052P go, I'; 120- I20' 20'� 7- IIIIR3 20' -i _1 ____ 11 1 1 i 20 I i 52 io, zo IE - ---------- 20 2- ILIN 1094048P 82' I m R3 IgR3 I0. III90' UN 1094051P 2 II i 20 II100 ILIN 10404 I63' MODEL IIIMODEL IIA� F FUN1094049P 43' II80 _65- I .11 / 0, 45' 2 II20 20' IIIf5. IITIfIAA, -/74 I.53 I70' IIIMODEL MODE F 52' B 7 L I'54 5, 20' Ip ------ 62 A It IfI4w II20' c I83' IIIIIIL C OMM IT I63 II11) D GREA ------ _-4 IHOUSE -7 - — - — -- 200A. LIUN 169405�1pZZX/I "PHASE I----- ------- t­4 IIIF=j' IL IifIII7 IIIII85' IIf20' —20 L 75'� 2 600A. fF6 I63' III13' iLLJ 75" N 10 43Pi 64"� 2 fIifIL _ ----- -- s E R3 �A 6 3 DETAIL r B -In 20* SE SHEET 20": II26' u 1094055PI 20' 20' I6 25', IIR3 20' 25' I20 j A L LIN 1C94039P -A229' I20'1 42 If 20' p I62' 21 F II0 -A I88, 20' p I6!LiL 5' UN 1094OSiP LIN 1094041P lie 67* UN 1094036P A "l 0 6' 50' --- --------- - 30' R3 f- 1- R3 P -o 1094040P k VTL_ 60' 125, 71' i LIN 1094035P ISEE SHEET 3 DETAIL 6 -SEE:SHEET,3 20' 20' 1 /1 4\132' 5' 80' i65' UN 1094038H 41, 20: 2 0. IMjjj� DETAIL 5 1 Ilk 20' 3 DETAIL 9� 2 0! I - 1 - , .1 - �@ - I 20' f,' i 20' ZU II 53' LIN 1 20'�t 20; L SEE SHEET IIke iON104044 p 10 '04+3P- it IIII60, p I;150KVA I- ----- I69 I7 ,UN 2565P 70 20' 0 I54' 50, ----------_-- ------ 57' 1 L! II169' 30' 4 II4 ID� I r�, �) ; i 1� 1,;,/ � k , j Z_ 45' 00522-40' to CD ,, ,-4 #4A.C.S.R 7.2/12.5 KV 30 PRI. CURVE DATA TABLE # RADIUS < LENGTH 4.0' 90- 6.28' 6.0' 90- 9.42' 3 12.5' 90' 19.63' R� 12.5' 45- 9.81' 25.0' 90' 39.26' 25.0' 45- 19.63' 50. O' 90' 78.53' IIIP IIIII.. . ....... II01 475' 14 5 A8 04' 38' p p p p �41 1 p CONDUIT NOTES: 1) INSTALL: 1-2"CND.R—R PER SHOWN LENGTH FOR ALL HOUSE SERVICES. 2 c TYPICAL TRENCH DETAIL FOR ALL ) F c HOUSE SERVICES AND SECONDARY RUNS. SEE SHEET 3 DETAIL 7 FOR ALL TRENCH DETAILS. 3) INSTALL: 1-3"CND.R—R PER SHOWN LENGTH FOR ALL SECONDARY RUNS. TRENCHING NOTE: AINSTALL: 2-3"CND. PER SHOWN LENGTH s TYPICAL: 3' FROM BACK OF CURB AINSTALL: 1-4"CND. PER SHOWN LENGTH TO CENTER OF TRENCH, Ip UNLESS OTHERWISE NOTED. INSTALL: 2-5" CND. PER SHOWN LENGTH p A INSTALL: 4-5" CND. PER SHOWN LENGTH p A9501 p NOTE: 1 . CONNECTED LOAD FOR GF 2. CONNECTED LOAD F PLAN A - 86A. PLAN B- 97A. PLAN C - 98A. PLAN D - 109A. 3. 5FT. P.U.E ON INTERIOR Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG PROJECT# P — 4 1 12 NW# 4( I T.6S, RJE. SEC. 21-M 01 25' 50' 100, SCALE: 1 "= 50' C.S.P.W 5998 SHEET 2OF 3