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3059NOTEA' 1N h proper validation this form constitutes an encroachment permit i 12" X. CITY OF LA QUINTA 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 DATE: 10/7/99 Subdivision Improvement Permit — Class I I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION ADAMS ST. .,DUNE PALMS & WAS'HINGTON ST (Street address or Description of Location) PURPOSE OF CONSTRUCTION SEWER TRANSMISSION MAIN FROM GARDEN OF CHAMPIONS SITE DESCRIPTION OF CONSTRUCTION INSTALL 18" VCP S'''W R CROSSING ADAMS. BORING UNDER WASMINGTON & DUNE PALMS DIMENSION OF INSTALLATION OR REMOVAL 18" VCP SEWRR. RANGING IN DEPTH FROM V TO 13' SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 8/10/99 APPROXIMATE TIME OF COMPLETION 12/15/99 ESTIMATED CONSTRUCTION COST $ yk;dftx' ; in 7rin (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) Sketch (attach construction plans if appropriate) In consideration of the granting of this permit, the applicant hereby agrees to: SEE ATTACHED CONDITIONS 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 outut oNny accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken underytthe permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of thrr6 time when work vvill be started. Comply with all applicable City Ordinances, the terms and conditions of thh per It�and; I�p_plicab�'ru�s and regulations of the City of La Quinta and to pay for any additional replacement necessary as the resullt\&.this work Signature of Applicknt,or Agent . GARDEN OF•CHAMPIONS„ LLC 44650 INDIAN WELLS LN..INDIAN WELLS. CA. (760) 340-•3166 Name of Applicant (please print) - Business Address Telephone No. -DESERT PIPELINE INC. P.O. BOX 2786 INDIO, CA. 92202 (760) 399-5194 Name of Contractor and Job Foreman Business Address Telephone No. 251658 Contractor's License No. City Business License No. GREAT MIER.-INS. CO. MAC9-02-56-76 Applicant's Insurance Company Policy Number FEES: Subdivision I'inprovement Permit — Class I I I P® e� Public improvements: 3%of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 3,321.00 Permit Fee 100,.00 Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Hk"w 3,421.00 Date Nagy 01, 1999 ,PERMIT VALIDATION" ' Qu1mr, PERMIT NO. 3059 DATE APPROVED 10/7/99 EXPIRATION DATE 6/15/00 DATE ISS I ED%/ /q%�' By A./�I�Ii r . wX 4'/1. ,,W- A dministrative Authority Recorded. by Telephone: (619) 777-7075 NOTE: With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA 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 III DATE: 10/7/99 Minor Improvement Permit Class' IV LOCATION OF CONSTRUCTION ADAMS ST ,DUNE PALMS & WASRINGTON ST (Street address or Description of Location) PURPOSE OF CONSTRUCTION SEWER TRANSMISSION MA.TN FROM GARDEN OF CHAMPIONS SITE DESCRIPTION OF CONSTRUCTION INSTALL 18" VCP SEWER CROSSING ADAMS. BORING UNDER WASRINGTON & DUNR PALLS" DIMENSION OF INSTALLATION OR REMOVAL 18" VCP SEWER. .-RANGING,-IN DEPTH FROM V TO 13' SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 8110199 Sketch (attach construction plans if appropriate) APPROXIMATE TIME OF COMPLETION 12l15/99 ESTIMATED CONSTRUCTION COST $ xN XXIC'"r rAtO I t A Inn (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the grantingof this permit, the applicant hereby agrees to: SEE ATTACHED CONDITIONS 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 undeyhe pe'llit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advannce of the time when worrk�wyyill be started. Comply with all applicable City Ordinances, the terms and conditions of -the per Zit°a cl II applicable'rule's and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicant r Agent GARDEN OF-CRAMPIONS. LLC 44650 INDIAN WELLS LN-.TNDTAN WRT.T.S. CA- (760) 340-3166 ` Name of Applicant (please print) Business Address Telephone No. DESERT PIPELINE INC. P.Q. BOX 2786 INDTO. CA. 92202 (760) 399-5194 Name of Contractor and Job'Foreman .. Business Address Telephone No. 251658 xt�rlxstili(3 �t t t Contractor's License No. City Business License No. GREAT AMER. INS. CO. MAC9-02-56-76 A Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I I I Ift Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 3,321,00 Permit Fee 106i _ nn Penalty Cash Deposit -Surety Bond if, required 3,421.00 TOTAL: $ Receipt No. Received by Date Recorded by �. Wr Nov 01 1999 .PERMIT VALIDATIONui o PERMIT NO. 3059 DATE APPROVED 10/7/99 EXPIRATION DATE 6 119 100 DATE ISSUED I/1014g By � � �I4!!/�i%�40-A1 Administrative Authority Telephone: (619) 777-7075 ® AMER. .,�,. � DATE (MM/DDIYY) SU'RRANNCE �F 11/01/99 9 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PRODUCER HRH Ins Sery of So California License Number 0684503 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE 77-564 Country Club Dr. *401 COMPANY Palm Desert CA 92211 A SAFECO INSURED COMPANY Desert Pipeline, Inc. B Westchester Fire % Swett COMPANY Box 2786 Indio _ Ca 92202 C Fremont Compensation Co. COMPANY D Great American Ins. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. co LTR TYPE OF INSURANCE POLICY NUMBER POLICY DATE EFFECTIVE (MM/DDNY) POLICY EXPIRATION DATE (AIM/DD/YY) LIMITS B GENERA LIABILITY .. GLS 644148 09; 01 / 99 ; 09; 01 / 00 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 X COMMERCIAL GENERAL LIABILITY WESTCHESTER FIRE IN PERSONAL & ADV INJURY $ 11000,000 CLAIMS MADE . ] OCCUR EACH OCCURRENCE $ 1,000,000 X OWNER'S & CONTRACTOR'S PROT FIRE DAMAGE (Any one fire) $ 50,000 MED EXP (Any one person) $ 5,060 A AUTOMOBILE LI ABILITY BA 8158733 09/01/99 09/01/00 COMBINED SINGLE LIMIT $ 1,000,000 X ANY AUTO BODILY INJURY (Per person) $ - - ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per accident) $ X HIRED AUTOS X NON -OWNED AUTOS PROPERTY DAMAGE $ GARAGE LIABILITY ANY AUTO, AUTO ONLY - EA ACCIDENT $ OTHER THAN AUTO ONLY: ,. EACH ACCIDENT $ AGGREGATE $ E EXCESS LIABILITY. PHN203679 09/01/99 09/01/00 EACH OCCURRENCE. $ 4,000,000 AGGREGATE $ 4,000,000 X UMBRELLA FORM ROYAL INS. CO. % $ OTHER THAN UMBRELLA FORM = • SWETT & CRAWFORD WORKERS COMPENSATION AND XWC STATU- OTH- TORY LIMITS ER -s EL EACH ACCIDENT $ 1,000000 EMPLOYERS' LIABILITY THE PROPRIETOR/ X INCL PARTNERSIEXECUTIVE OFFICERS ARE: EXCL WN-99 812444-01 10/01/99 10/01I00 I EL DISEASE - POLICY LIMIT $ 1 , 000,000 EL DISEASE - EA EMPLOYEE $ 1,000,000 OTHER D All risk_on equipment owned,: leased; o'r rented MAC9025676' 09/01/99 09/01/00 Scheduled 1,448,686 Leased or rented 200,000 Deductible 1,000 DESCRIPTIONOF-OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS ' The Certificate holder is..included as. an..i,nsured under, the general liability but only with respect'to liability,a n sing.out of ".your -work" for that insured'_by.or for you.- Projec't`. I'nstallation`0f A8"'sanitar.y sewer ,CERTIFIC-ATE HOLDER CANCELlAl10N e: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City Of Ia QUIRta 78495 Calla Tampico La QUIn1a - CA 92253 EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE 6 IC SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY K D UPO THE COMPANY, ITS JGENTS OR REPRESENTATIVES. '.. ` AUTHO R ESENTA VE Ann I rd r AGONMN,r1/95) �IICENSE#Ob8450_, © AGORD CORI'�ORATION.1,988, i,. A The following General and Special Provisions are attached to and made a part of Permit No. GENERAL PROVISIONS The following shall always apply: ENROACHII M ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta 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 besecured by the permittee prior to starting work. TRACKLAYING CONSTRUCTION EQUIPhUNT- Cleated tracklaying construction equipment shall not be permitted to operate on any paved surface unless.fined with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shallbe used in backfill operations in paved areas. If the existing pavement is scarred, spelled, or broken during the term of this contract, or•if the pavement is maned, 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 cost 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 La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCIUREB: Any drainage structureincluding corrugated metal pipe, concretepipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall.be replaced in hind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quint& 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.removedfrom the right of way. All paved surfaces shellbe broomed clean of earth and other objectionable materials immediately after backfill and'compaction. Existing gutter line and drainage ditches shell be replaced to their original standard or better. All excess material shall be.removed prior to paving. Water tanker shall be used, ee required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERATIONS: If de -watering operations are required and pumps areforcing 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 barricadeswhen necessary.. CLOSING STREETS: No street shell 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: R' NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. UT'IIM CLEARANCE: (Substructures) Prior to making any excavation 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. LUIIIITY 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 PAVEM[ENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with inches of A.C. paving placed on inches of class aggregate subbase course having an 'R' value of not less than and in conformance. with 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 sball'be graded to a slope of 1/4 inch to one foot (11). 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 Meet) 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 &hall be constructed in conformance with City of La Quinta Standard #207. R8 DRIVEWAYS: A.C. driveways shell be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on ( ) of class aggregate base. Driveway construction shall conform, to attached drawing. . SIGHT CLEARANCE: Sight clearance.of 600 feet in all directions shall be assured and maintained at all times. R10 SOIL. SIERII�ER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with.the manufacturer's specifications. 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 sball be coordinated with the State or City of La Quinta forces to preclude delay or interference with State of 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 involved shall be completely tied out so they may readily and correctly be 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 project clearance. 513 AVEMENT CUTTING: Pavement will be mechanically saw cut to a straight 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 of pavement.) Excavation material sball 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 LIIN1T OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet 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. . . RI-5 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing an adequately consolidated backfill. Any 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 in lifts of not greater than three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of 95 percent shall be Attained with the structural section of the roadway. R17 BAC3 FILL PLACEMENT: Backfill shall be applied. in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall be not less than 90 percent 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 continuous. RIB COMPACTION TESTS: If so required'by the inspector, compaction tests shall be made at intervals of not more than 1000 feet and a minimum of one (1) test on each road: 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 Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R1.9 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 Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. g20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of 2 inches of SC400 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a maximum of 3000 linear feet of 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.PAVEM qT 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 inches A.C. surfacing placed on a inch class base shall be placed no later than 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. R2 3 STREET RESI'RIPING: Where street striping is still visible on streets 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 permittee 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 bole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet 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 90 percent or equivalent to 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. SPECIAL CONDITIONS --PERMIT NO. 3059 --- GARDEN OF CHAMPIONS / DESERT PIPELINE --- 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. Garden of Champions / Desert Pipeline, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. All areas shall be kept watered down daily including weekends. 3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4. 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 1st 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. 5. Work performed within 500 feet of a signalized intersection is restricted 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 any way. 6. 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. 7. It is the responsibility of the developer/contractor to inquire from the La Quinta High School as to hours of operation and about any events, sporting or otherwise so that the contractor may implement any measures necessary to reduce the impact of the construction operation on traffic circulation. 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 project specific traffic control plan shall be prepared in accordance with the WATCH Manual and'submitted to the Special Conditions - Permit No. 3059 Page 1 of 4 SPECIAL CONDITIONS --PERMIT NO. 3059 --- GARDEN OF CHAMPIONS / DESERT PIPELINE City for review and approval seven (7) days prior to starting. any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. 9. 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 one travel lane of paved surface shall be maintained with flagmen at all times. 10. 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. 11. 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. 12. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an 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. Special Conditions - Permit No. 3059 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO. 3059 --- GARDEN OF CHAMPIONS / DESERT PIPELINE--- 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. F. 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. G. 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. H. 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. I. 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. 13. 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. 14. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced.to its original condition. 15. Access and egress to all local. properties shall be maintained at all times. 16. 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. Concrete Pavement Restoration - The PCC pavement shall be replaced with Class 520-A-2500 Portland cement concrete. Admixtures may be used to achieve high -early strength. The replacement pavement shall be doweled to the existing pavement using #5 rebars placed 24" on -center. The dowels shall be embedded 6-inches and grouted into the existing concrete and extend 6-inches into the new pavement. A high strength epoxy complying with Section 95- Special Conditions - Permit No. 3059 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 3059 --- GARDEN OF CHAMPIONS / DESERT PIPELINE --- 2.03 of the State Standard Specifications (Caltrans) shall be applied to the sawcut face of the existing pavement prior to placement of the new restoration pavement. B. Existing asphalt concrete pavement.shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. C. 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. D. • Permanent pavement replacement shall be installed using a City approved 3/a" 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. E. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench sawcut 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: two (2) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: two (2) 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. F. 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. G. Any existing lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. Special Conditions - Permit No. 3059 Page 4 of 4 SPECIAL CONDITIONS --PERMIT NO. 3059 --- GARDEN OF' CHAMPIONS / DESERT PIPELINE --- 17.- 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. 18. 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. 19. The Contractor shall not commence construction until the 7-day weather forecast indicates no rainfall for the Coachella Valley. 20. Contractor shall repair, or replace, all existing facilities that may be damaged by a storm occurring during construction of improvements authorized bythis permit. Liability for repair of such damage is limited to any'and all collateral damage resulting from unfinished, trench and pavement restoration of the. PCC storm channel crossing structure. For the purposes of this particular requirement, .pavement restoration shall be not be deemed complete until the compressive strength of the replacement pavement Peaches 2500 psi. 21. Contractor shall submit an insurance policy endorsement acknowledging the storm damage repair requirement in this permit. 22. This permit allows for installation of the sewer line crossings at Washington St. (bore), Adams St. (trench), and Dune Palms Rd. (bore) between Garden of Champions and Jefferson St. as shown on the Off -site sewer plans prepared by RBF Engineering for Garden of Champions. 23. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 3059 9 Page 5 of 4 L.28.1999 2:57PM Jul-2e-9s 12:21 FROM. DESERT PIPELINE INC 760 399 5481 NO.757 P.1/2 T-319 ma/a3 F-w �.---------..---www----------------wwwww--------------. Noma VY4p Drop► VAUdatlen thr. %fM ccme mtu an CITY OF LA nUINTA eneroaehmenf permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the w1wwaron or public dr Mv= curbs, dflulfma' i'"ma"M IlehwItlti. 91" lots.'mm wear mAtm ad artlw► Isla wirlia waM Impro"mmts in cw nwdoriwim MINOR IMPROVFM NTS and "emovEO Suf olvi clus jo- -7- 9 a LWATION OF CON57 UMON f6e� �r1r a tJ�gruaa sr I.mdmu SuhemWon Iraprom"M firmit — you III �....._--- Mina Invomwingm bout an IV f— SI?A OF I=VATION, IF NEEOEO ', /1' t5 � ZOD AMNOXIM6 rllilllN W014 t�880M 17'��. Y`� �. /IvyXl?S l5/ 3�a AMOXNATE TIME OF CAMPI.ETION IA I yl '1 _ p qc q� ZO U wrwaTEO COIVSTRY=Ofq =Tfi jar 11neUWlgp removd of oil okuuc m elnatlhs, and d*r* bedcfillirm wnr p;Won and plJOno oamulent MurfAeiff And/or rvPWIM 1n10rav�nNnn1 fn cvwdrntlon of the WAMIno of IWO permit, tin sppliarn henhy form Io: Inwnetti.•Mtrne ad are Ie:'Cw' III ruep wq wal. offierm "Mom"'M ►ed wpoYoh. 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Policy # MAC 9-02-56-76 Ayplwntti Inweno a n my Paiw Nuf801f FF.E>k iubQrvlllon lmpowm+ne ►Innit � ®Iti 111 ` Vd01U InUrauoRNngr of oegm� corwouWon amp wvm w "Morse w: 3s w ntlmnw ammuedan cam Nlnar ImPoW"M Pom41— can 1� SN otw.W Iehwulo 2774 IfdWWn Fee S 3 ?' I ' MUM VAI.IOAVION veTh Pof 40"' P¢RMIT Na t ontlty 01111 WNIt4untV lend n nigrirrq ' •EAU 3y 21 Rapt Pfo. RwaMd tN CIt/w,�-- Racefdld DV DATE APPROVED ),7- 7 - 1 ,�_ EVIRATjON DATE d DATE ISSUW er AMI&MV01we AuthOfIW �.�Y1�nYs 6) MOM ID Task Name 1 Connect to Pump Station 2 Prep / Grading 3 Pump Sta to Dune Palms 4 Dune Palms to Adams 5 Adams to Washington 6 Washington to Parking Area 7 Parking Area to Miles 8 Acceptance by CVWD GARDEN OF CHAMPIONS OFF SITE SEWER SCHEDULE Aug Sep Oct Nov . iration Start Finish 8/8 8/15 8/22 8/29 9/5 9/12 9/19 9/26 10/3 10/1010/1710/2410/31 11/7 11/1411/2111/28 12/5 3w 8/16/99 9/3/99 5w 8/9/99 9/10/99 4w 9/6/99 10/1/99 4w 10/4/99 10/29/99 F 4w 11/1/99 11/26/99 2w 11/29/99 12/10/99 2w 8/23/99 9/3M Od 12/10/99 12/10/99 �3 I Z � H NO SCALE EXSISTING STOP ADAMS ST. ~--- 4- 1 ROAD CONSTRUCTION AHEAD 500 FT 500 FT M AHEAD WESTWARD HO DR. STORM CHANNEL • R7ADWOM • DETOUR s�u►Tr ooN u nD AHEAD 25 axtao • /600. FT 500 FT 500 FT --�- A A 4 . A r —�L --------- --- -- -&���������� I KEEP 25 ' • CIO RIGHT NOTE: Due to narrow width on this side of double yellow line, it will be necessary to prepare the shoulder for traffic in order to maintain two 10 ft wide lanes in this section Appa.W By Sewer line Prlme Card edor Traft CoMrd Coat Desert Pipeline Inc. Tops N Barricades, Ir (800)852-TOPS 1 of 3 11/3/! Premed BY iFaR an Ron Fifield None WESTWARD HO DR. STORM CHANNEL 'z' N NO SCALE . ROAD CONSTRUCTI AHEAD DETOUR �NM ROAD STRUCTIO CON �, AHEAD 25. AHEAD RIGHT / / EXSISTING STOP •// 600 FT / ADAMS ST. / 500 FT 500 FT ----�----- -----� - '�- y ---�.------------ 500 FT 500 FT �uND 00 25 ROAD DETOUR AHEAD CONSTRUCTION /' ' - . • . ANFAD AHEAD / -NOTE: Two '10 #t min. Traffic lanes must be maintained at all times Approved By Sewer - line RIR,e Corroacror Tmft Colft C&M Desert Pipeline Inc. Tops N Barricades, Ir rhm (800)852-TOPS 2of 3 11/3/! BY.BwWanS Ron Fifield None m ROAD z CaNS7RUD ION N B NO SCALE 500 FT 500 FTt II �. V,7 500 FT Q EXISTING EX ING STOP ADAMS ST. 4- 4- --- — — — — — — -- 500 FT _ 500 FT' 500 FT. A RapO • CONSTItUCTiDN ANEU V EXISTING WESTWARD HO.DR. STORM CHANNEL. / PREPARE • RonD • (V TO coasrRucTlo STOP gxrAD • /�� ® 500 FT 500. FT / 500 FT •♦ ♦. uME • / - ' I�EP / / _ RIGHT • NOTE: This closure will need to be flipped. to the east / side to-do other half of trench: /. One flagger will control both southbound Adams St. & /. westbound. Westward Ho Dr. c r . I Sewer line FM= Con9acW TM¢ Carft C m '�^, i .w ` .7 +` ras SS�j��" .3' :'•"x". - .-fr•,.cr �R: o e L �a ,� `�Y Y�'Y•" t+ i+^w:. .a N L_°"" y r"',:• i r--Y 3. ;V� z-F.� 4x � i^rs ..:-h+'9 a '� S 7r _;: x�, ,s,� r" r 1- y� �e. n �.` "tom•.-�' i _ ty:. ' �a . F t s"k�si�jR*�:� � -S ri. °{�' �v,� '+""�`�' 'x x .`fit .LYF �. �+" e^ � h f7 [ & '_ -♦. '-F .. -.� '• - � "�`� •t 'DAILY CONSTRUCTION f ?Sa La - t ti f: r o .. i REPORT' ��"# � ' S ya.� �, s � ys..r .L �� L .` ; '(r. rF ti �`' ,DATE- %/� / ' / !- '� •''i of¢� i. 1• ��� �: DAY'] Y=. L w onuaci Project Mgr HUMIDITY .. S Mr W TH � F S Brim Overcast Rain— Snow' To 32 32-50 50 70- 70.85 Still. High Repoit No. Dry Humid VERAGE FIELD FORCE. Name of Contractor !fieserf Rp-e/�17u . Non -Manual Manual Remarks VISITORS Time ° Representing Representing Remarks EQUIPMENT AT THE SrM CONSTRUCTION ACTIVITIES ya i a /Q��� w r i �'e w o/ e >L 51� rid Distribution: I. Project Manager 2. Field Office Page 1 of, Pages 3. File Tide . 4. Client By: v zl--'aV-C'----y�-' A ILYT"CONSI j2", -D A -RUC-7 REPORT 4. N S, T;]W..J.TH]f F.,,,: S �7. OF.DAY.I. ML FORCE: RAGE FIELD Name )f Contragor 7 Non -Manual Manual, Remarks rVE 11'77 4f VISITORS Time, Representing Representing Remarks EQUIPMENT AT THE SrM Zae-kzhae CONSTRUCTION ACTIVITIES 7;;9CL-t-- e077YrQ1 5C, w (f -ro /,V e, --f'rO717 '*,je76 Ce-7deY 7? 7711 Distribution: I. Project Manager 2 Field Office ' i Page I of Pages 3. File B': Tilde 4. Client , 00 r��'. .•i 7�-"..°..�"' S , r.. v.;�. .'`_,ir r° h �Y'.~ �, �' _-.r< �'r-`•'a,a.. t .+ 1. `CONSTRUCTIO01 , x o o� 3 F REPORT DATE... Y S M T TH F41 S E of� L DAY J ' 7 fM1` AVERAGE FIELD FORCE ' Name of Contractor Non -Manual Manual Remarks �eSeYt` ��e/ii9e VISITORS Time ' Representing Representing Remarks Distribution: I. Project Manager 2. Field office Page 1 of Pages 3. File 4. Client BTitle �iJ2� /L�P�1'CYl Y: - ,�� � o �T �✓� S� . }I..T � - 4 �-6��'�. �S Y.k:�, y G •. r,+r � .°�. � ;; s�q ,� i"�:.: a . �N-�i'� 4i �.{ '� :1,. • . S P :; f�� yi t.•"am`t. .-+-- t §% w� h'k'=DAI-LY'CONSTRUCTION` `Y PORT ., � , �. , . S •1 RE DATE j,� s v. k . ",� Yr• S M T W TH F S off DAY t .. f ru . FIELD.FORCE rVE�RAG:E Name of Contractor -De -RIP ,71e Non -Manual Manual Remarks VISITORS Time Representing Representing Remarks EQUIPMENT AT THE STIE 3a e-h e, Crew Locks CONSTRUCTION ACTIVITIES r!'c7IC iC �i s Sf e y� s 1 /� e ee 12 "Se Id2 eY /iwc Distribution: I. Project Manager 2. Field office Page 1 of Pages 3. File �/ p (� 4. Client BY: f� l�t9Cehp[ � Tide t'.Y ?,nQ,�