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7146Iry K&A T4ht 4'4 a. ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION for Finance Revenue Codes 1�0' 19 2 r D0� V 0 ZA A_ For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. other like public Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:October 22. 2007 LOCATION OF CONSTRUCTION (Street address or Description): JC Penny; PM 34855; East of Adams, South of Auto Center Dr, West of La Quinta Dr PURPOSE OF CONSTRUCTION: Mass Grading; PM-10; SWPPP DESCRIPTION OF CONSTRUCTION: See Plan Set No. 07168 - Mass Grading; PSN 07162 - SWPPP; PSN 07163 - PM-10. DIMENSION OFINSTALLATION OR REMOVAL: 22.7 Acres APPROXIMATE TIME WHEN WORK WILL BEGIN:November 5, 2007 TIME OF COMPLETION:January 7, 2008 ESTIMATED CONSTRUCTION COST: $185,258.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: Call for Pre -Construction 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 at (760) 777- 7075. 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 ork ign lure of Applicant or Agent Dan Jacobsson - Stamko Development Co. 2205 N. Poinsettia, Manhattan Beach, CA 90266 (760)396-7642 Name of Applicant (please print) Business Address Telephone No. Stamko Development - Chris Clark 6080 Center Dr #668, Los Angeles, CA 90045 (310) 874-4800 Name of Contractor and Job Foreman Business Address Telephone No. 762799 2172 Contractor's License No. City Business License No. CIBA Insurance Services SGL1000417 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Finance Revenue Code Inspection Fee E_1 $5,558.00 Permit Fee E-1 $100.00 As -Built Deposit E_A $1,000.00 Cash Deposit -Surety Bond, E_B $0 if required TOTAL $6,658.00 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.% 1 46 DATE APPROVED: Alvil 19, 2-Oo7 EXPIRATIOMDATE: A10V ook BY: I 117�_ Administrative Authority 10/18/2007 13:19 FAX 760 346 9368 STANTEC PALM DESERT U 004 PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Im Tract No Vicinity. Purpose of Construction (Ex: Rough (grading„ Of she Street Dewxiption of Construction (Ex: See Plan Set No, 01234) Dinnension of Installation or Removal: Appr+oxitnate Construction start Date: D Approximate Constrtnction Completio Estimated Construction Cost: $ E9WdW Cowbwbw Cat daumbftao > ad .sada�n> R"VED OCT $ 31007 wl ill 1 « 45"' �gi!�'/J�LF • 1 1 4:1 { � 1 1 , 1 .111 1 -. �/L%/fl-AII�l " ill � 1 i u/ i •:/ u�l ill 1 Y �� OWL� a Use O»1V: _ $(Do Dqmft 11000 Deposk- CMft pro AL > DUR % (0 5 g QWH* Use Only: ,earyanv : -7 t q iO off rDM low 0 3M 0 7/4, Z - Sweep 07/(03-Pm-ro 11 l I- Stentec - Palm Desert J.C. PENNEY - THE CENTRE AT LA QUINTA CITY OF LA QUINTA BONDING ESTIMATE PARCEL MAP 34855 - MASS GRADING 10/23/2007 PLEASE NOTE: THIS ENGINEER'S OPINION OF PROBABLE COST IS BASED ON INFORMATION AVAILABLE AT THE TIME AND MAY NOT NECESSARILY REFLECT ACTUAL ('ONSTRI ICTIr)N CrIATS Wr l morn eTAI—p —... yin — DESCRIPTION e `QTY `, U/MUNIT COST' F, TOTAL MASS GRADING 1 PREWATERING 15.2 AC $800.00 $ 12,160.00 2 EXCAVATION AND COMPACTION 46,581 CY $ 2.75 $ 128,097.75 3 ROUGH GRADE SITE 450,000 SF $ 0.10 $ 45,000.00 TOTAL MASS GRADING COSTS $ 185,258.00 S PRdE E SS /p�� C No. 60595 r-7 Exp. 12/31/08 J>Civt\- F OF CA, -\F � 0:\4038214038216`•.docs\estimate\07.10-23 JC Penney Mass Grading Bond Estimate.xls Page 1 of 1 City of La Quinta Grading Bond Amount Calculator Enter the grading contract amount in the YELLOW space provided below; the required BOND AMOUNT the Grading Bond will be automatically calculated. Grading Contract Amount $185,258 Bond Amount 6mm• J CPevIney I-N 3 N g ss A�1403—., 'o, IV C. d5 �P) CNI CA' .0, z O'», cy Q `-AQ:'- ao 'd LZLBOHOK 'ON XVA uoilonjisuoo onN saner WV MOO Ini LOH�Le-AON Check A• License: Contractor's License Detail Page 1 of 1 Skip to: CSLB Home I Content I Footer I Accessibility earch CSLB M � CONTRACTORS V V STATE LICENSE BOARD - a I�'I'I'I'I'I "ITI'I'f' fTITPI P Il'I I I -IT -fll'fl fl �1•06 C0NSUZIER CC �CONTRAAPPLICANTS JJOUFINEYMEN _ PUHLICt�S_ _ RUILDIROOFRCIALS ] GENERALMFO About CSLB " CSLB Newsroom A! DISCLAIMER: A license status check provides information taken from the CSLB Board and Committee license database. Before relying on this Information, you should be aware of the Meetings following limitations. Disaster Information Center • CSLB complaint disclosure is restricted by law (B&P 7124.6). If this entity is subject to public CSLB Library complaint disclosure, a link for complaint disclosure Will appear below. Click on the link or button to Frequently Asked obtain Complaint and/Or legal action information. Questions • Per B&P 7071.17, only construction related civil judgments reported to the CSLB are disclosed. Online Services • Arbitrations are not listed unless the contractor falls to comply with the terms of the arbitration. • Check A License or • Due to workload, there may be relevant information that has not yet been entered onto the Board's HIS Registration license database. • Filing a Construction Complaint • Processing Times License Number 516895 _- _ Ex_tract Date_: 11/27/2007 • Check Application Business JAMES 0 RUE CONSTRUCTION CO INC Status Information: P 0 BOX 13810 • Search for a Surety PALM DESERT, CA 92255 Bond Insurance Business Phone Number: (760) 568-5000 Company Entity: Corporation • Search for a Workers' Issue Date: 08/27/1987 Compensation Company Expire Date: 08/31/2009 License Status: This license is current and active. All Information below should be How to Participate reviewed. Classifications: CLASS DESCRIPTION A GENERAL ENGINEERING CONTRACTOR Bonding: CONTRACTOR'S BOND This license filed Contractor's Bond number 949054C in the amount of $12,500 with the bonding company INDEMNITY COMPANY OF CALIFORNIA. Effective Date: 01/01/2007 Contractors Bonding Histon BOND OF QUALIFYING INDIVIDUAL 1. The Responsible Managing Officer (RMO) JAMES ODIS RUE certified that he/she owns 10 percent or more of the voting stock/equity of the corporation. A bond of qualifying individual is not required. Effective Date: 08/09/1991 Workers' This ficense has workers compensation Insurance with the Compensation: EVEREST NATIONAL INSURANCE COMPANY Policy Number: CA20010678071 Effective Date: 01/012007 Expire Date: 01/012008 Workers' Compensation Histgry Personnel listed on this license (current or disassociated) are listed on other licenses. Consumers I Contractors I Applicants I Journeymen I Public Works I Building Officials I General Info CSLB Home I Conditions of Use I Privacy I Contact CSLB Copyright ® 2007 State of California http://www2.cslb.ca.gov/General-Infonnation/interactive-tools/check-a-license/License+.., 11/27/2007 � l _} � � 3 a _ � f �. ' � ..� - � � + � .. .' � . , � ,,x � . „. ;; ,. CERTIFICATE OF LIABILITY INSURANCE 11/13/2007 uc m (760) 347-7723 FAX (760) 347-7725 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Desert Cornerstone Insurance Service, Inc. ONLY AND CONFERS NO RIGHTS UPON TIDE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ,CA License 0OF15709 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 81-557 Dr. Carreon Blvd., #BB INSURERS AFFORDING COVERAGE NAIC # Indio, CA 92201 INSURED INSURER A: Lexington Insurance Company + - XV 1 W t Insurance Company 12890 INSURER.: Eag a CS James 0. Rue Construction Co., Inc. INsuRERc: Everest National Insurance Coup any INSURERD: P.O. Box 13810 Palm Desert, CA 92255 RER "'CIE CoV G S THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR AREQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER NY HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS d POLICY EFFECTIVE POLICY EXPIRATION LIMITS E OF INSURANCE POLICY NUMBER $ 1,000,0qq 6761325 O9/01/2007 09/01/2008 EACH OCCURRENCE BILITY DAMAGETO RENTED ' S 50,00 RCIAL GENERAL LIABILITY IMS MADE ❑X OCCUR M® EXP (Arty ono Person) S PERSONAL a ADV INJURY b 1.000,000 FGENLAGGREGATEUMIT A GENERALAOOREGATE b 000 PRODUCTS - COMFVOP AGO b 2 OO0000 APPLIES PER: J� LOO AUTOMOBILE LIABILITY IRAP25013229 12/07/2006 12/07/2007 COMBINED SINOL.ELIMIT b (Ea aeddert) 1 NO 000 X ANY Auro ALL OANED AUTOS BODILY INJURY (Per person) b SCHEDULED AUTOS BODILY INJURY (Peraccidenp b B X HIRED AUTOS X NON amED AUTOS PROPERTY DAMAGE b I (Per aiu iderd) AUTO ONLY - EA ACCIDENT $ - GARAGE LIABILITY EA ACC b ANY AUTO OTHER THAN AUTO ONLY: AGO b EACH OCCURRENCE S EXCESSIUMBRELLA LIABILITY AGGREGATE b OCCUR CLAIMS MADE b b DEDUCTIBLE b RETENTION b CA20010678071 02/01/2007 01/01/2008 X I wmwuATu- OTH' EL EACH AOCIDe4T b 1, ON, O WORKERS COMPENSATION AND EMPLOYERS' LIABILITY EL DISEASE -EAEMPLOYEE S 1,000;000 C ANY PROPRIETOR/PARTNER/EXECIT1VE OFFICER/MEMBER EXCLUDED? EL DISEASE-POUCY UMIT $ 1,000,000 be under SPECIAL PROVI SIONSS babes OTHER DESCRIPTION OF OPEPtTIONS / OCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT SPECIAL PROVISIONS EartnworK @ We Center at La Quinta - Stamko Development e: ertificate Holder and 3acobsson Engineering Construction, Inc. are added as Addtional Insured r attached endorsement, CG20 10 10 01. 10 days notice of cancellation is applicable for non payment of premium. CERTIFICATE HOLDER CANCELLATION Stamko Development Co. 6030 Center Dr. #668 Los Angeles, CA 90045 ACORD 25 (2001108) FAX: (760)340-1574 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE' EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL O30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Matthew List/SAN (DACORD CORPORATION ISM I IMPORTANT If the certificate ftlder is an ADDITIONAL INSURED, the policy(les) must be endorsed. -A. statement on this certificate does not confer rights to the.certificate holderin lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement, A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). DISCLAIMER The Cerfificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, ektend or alter the coverage afforded by the policies listed thereon. 0 ACORD 25 (2001108) POLICYNUMBER: 6761325 ENDORSEMENT COMMERCIAL GENERAL LIABILITY CG 20 10 10 01 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. w. •'QC_11111� 01. V.11 ILOU This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: BLANKET WHERE REQUIRED BY WRITTEN CONTRACT (If no entry appears above, information required to complete this endorsement Wil be shown in the Declarations as applicable to this endorsement.) t Q Section 11 - Who Is An Insured is amended to include as.an insured the person or organization I shown in the Schedule, but only with respect to liability arising out of your ongoing operations performed for that insured. B. Wrth respect to the additional insureds, added: 2 Exclusions insurance afforded to these the following exclusion is This insurance does not apply to "bodily in- jury" or "property damage" occurring afters (1) All work, including materials, parts or equipment furnished in connection with .such' work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insureds) at the. site.. of .the covered operations has been. completed;. or (2) That portion of "your work" out of which the injury or damage arises has been put to its intendeduse by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 10,01 0180 Properties, Ind., 2000 Page 1 of 1 LX9605 IAOV.13, 2007 ID: 7603477725 FAX NO: 3477725 #6766 PAGE: 2/4 C CERTIFICATE OF LIABILITY INSURANCETtz-/1-13/2007 PRODUCER (760) 347-7723 FAX (760) 347-7725 Desert Cornerstone Insurance Service, Inc. -GI License AOF15709 1-557 Dr. Carreon Blvd., #98 Indio, CA 92201 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 . 3ames 0. Rue Construction Co., Inc. P.O. Box 13820 Palm Desert, CA 92255. INSURER A: Lexington Insurance Company + : XV INSURM13: Eagle West Insurance Company 12890 INSURERC: Everest National Insurance Company INsuRERD: 1NSURERE: 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADIDFL TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITSGENERAL LIABILITY 6761325 09/02/2007 09/01/2008 EACH OCCURRENCE 6 1 000 0 X COMMERCIAL GENERAL LIABILITY DAMAGETO RENTED S 50,00 CLAIMS MADE � OCCUR MED EXP A (My one person) $ PERSONAL 3 ADV INJURY $ 1, 000 000 GENERAL AGGREGATE S 2,000,000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTSPRO-.COMPVOPAGG $ 2 000 O DO X POLICY J LOC AUTOMOBILE LIABILITY 1BAP25013229 12/07/2006 12/07/2007 X ANY ALTO C6MBINED SINGLE LIMIT IEa ndderq S 1 OOO O DO ALL OANED AUTOS B SCHEDULED AUTOS BODILY INJURY (Per person) $ X HIRED AUTOS X NON-awNED ALROS BODILY INJURY (Per aecidertq S PROPERTY DAMAGE S (PeraccidenQ GARAGE LIABILRY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHERTHAN EAACC $ AUTO ONLY: AGO $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ S DEDUCTIBLE S RETENTION $ S WORKERS COMPENSATION AND CA20010678071 01/01/2007 01/01/2008 X VCSTI oTH EMPLOYERS' LIABILITY C ANY PROPRIETORUPARTNEIVEIrECUT1VE OFFICER/MEMBER EXCLUDED? E.L. EACH ACCIDENT $ 1,000,0 EL DISEASE-EAEMPLDYE S 1 OOO O Mdesabeunder SPECIAL PROVISIONS bebw EL DISEASE - POLICY LIMIT L 1 OOO O OTHER DESCRIPTION 0 OPa�TIONS U OCATIONS! YEMICLES f EXCLUSIONS ADD® BY RSEMENT SPECIAL PROVISIONS e: Eart�iworK ¢+ Tltie Center at La Quinta - StamKo Development Certificate Holder is added as Addtional Insured per attached endorsement, CG20 10 10 01. *10 days notice of cancellation is applicable for non payment of premium, 3acobsson Engineering Construction, Inc. P-O-Box 14430 r Palm Desert, CA 92255 ACORD 25 (2oolioa) FAX: (760) 340-1574 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE L9SUING INSURER WILL ENDEAVOR TO MAIL *30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR UABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ,^ ,I�� y vV Matthew List/SAN /�l//I/ CACORD CORPORATION 1 SN IMPORTANT If the certificate holder.is an.ADDITIONAL INSURED, the policy(ies);m6st be.endorsed. kstateinent- on this certificate does not confer rights to the, certificate holder'in,lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the polley, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s), DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 23 (2001108) �K• POLICYNUMBER: 6761325 ENDORSEMENT COMMERCIAL GENERAL LIABILITY r CG 20 10 10 01 f THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: BLANKET WHERE REQUIRED BY WRITTEN CONTRACT (If no entry appears above, information required to complete this endorsement will be shovm in the Declarations as applicable to this endorsement.) A Section II - Who Is An Insured is amended m include as an insured the person or organization shown in the Schedule, but only with respect.to liability arising out, of your ongoing operations performed for that insured. B. With respect to the insurance afforded w these additional insureds, the following exclusion is added: 2 Exclusions This insurance does not apply to "bodily in- jury" or "property damage" occurring after: . (1) All work, including materials, parts or equipment furnished in connection with such mrk, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the site of the covered operations has been completed; or (2) That portion of "your vmrk" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 26 10 1001 ®ISO Properties, Inc., 2000 Page 1 of 1 KJ LX9605 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7146 The followina 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 app/v 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 permiftee 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 (W) 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 Y2") 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. Citv of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be fumished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos.. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs: Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ❑ R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO.7146 JC Penney's / Mass Grading / E/O Adams; S/O Auto Center Dr., W/O La Quinta Dr.; Parcel Map No. 34855 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. At the time of issuing this permit, the Rough Grading and/or Precise Grading plan have not been approved. Therefore, rough or precise grading is not permitted within this permit until these plans have been approved by the City Engineer. Also, a preconstruction meeting with the Public Works Construction Division must be completed and at the preconstruction meeting the City must give the approval to begin construction according to the approved plans. 4. Stamko Development Co. — Dan Jacobsson, hereinafter referred to as "Permittee' ; shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 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. 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. 7. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. Special Conditions Page l of 6 �r PERMIT NO.7146 JC Penney's / Mass Grading / E/O Adams, S/O Auto Center Dr., W/O La Quinta Dr.; Parcel Map No. 34855 8. 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. 9. Any land on which Williamson Act contracts apply shall remain undisturbed. 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 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 11. 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. 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 City Engineer at no cost to the City of La Quinta. , 13. The permittee shall be responsible for notifying the inspection staff of import fill and over excavated areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's phone number. If the imported fill or over. excavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. Special Conditions Page 2 of 6 71, PERMIT NO.7146 JC Penney's / Mass Grading / E/O Adams, S/O Auto Center Dr., W/O La Quinta Dr.; Parcel Map No. 34855 14. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 15. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 16. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 17. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. 18. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer II. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 19. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 20. 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. Special Conditions Page 3 of 6 t\ PERMIT NO.7146 JC Penney's / Mass Grading / E/O Adams, S/O Auto Center Dr., W/O La Quinta Dr.; Parcel Map No. 34855 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. 21. 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. Special Conditions Page 4 of 6 PERMIT NO.7146 JC Penney's / Mass Grading / E/O Adams, S/O Auto Center Dr., W/O La Quinta Dr.; Parcel Map No. 34855 22. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 23. Access and egress to all local properties shall be maintained at all times. 24. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the, work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved''/z" 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 whichwas properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside, the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. . If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. Special Conditions Page 5 of 6 PERMIT NO.7146 JC Penney's I Mass Grading / E/O Adams, S/O Auto Center Dr., W/O La Quinta Dr.; Parcel Map No. 34855 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. 25. 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. 26. 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. 27. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 28. 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. 29. If it, is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work: Special Conditions Page 6 of 6