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13072
a, See below for Finance Revenue Codes IOU4-- -- '- 5 ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION 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. §111LF C®PV Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 7/16/2013 LOCATION OF CONSTRUCTION: Diamante; TM 30138; Avenue 52 Between Madison Street and Jefferson Street PURPOSE OF CONSTRUCTION: Verizon Conduit Crossing; Raise 2 Sewer Manholes & 6 Water Valves; Relocate Irrigation Water Valves in Median DESCRIPTION OF CONSTRUCTION: Boring Under Ave 52 4" Conduit 110' DIMENSION OF INSTALLATION OR REMOVAL: 110' Crossina Under Ave 52 APPROXIMATE TIME WHEN WORK WILL BEGIN: 7/22/2013 TIME OF COMPLETION: 7/29/2013 ESTIMATED CONSTRUCTION COST: $15,000 (Including removal of all obstruction, materials, an>debris, ackfill- permanent resurfacing and/or replacing improvements) COMMENTS In consideration of the granting of this permit, the applicant hereby agrees to: \\U�� �1rr :1 and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss23r dkr1a-"AoF property happening or occuring as a proximate result of any work undertaken under the permit granted pursuant to this Notify the Administrative Authority at least,twenty-four (24) hours in advance of the time when work will be starfdd at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 77 - 7 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. n Comply with all applicable City Ordinances, the terms and conditions of the permit and all a of La Quinta and to pay for any additional replacement necessary as the result of this work. Meridian Land Development - Jonathan Weldy Name of Applicant Tri Star Contracting II, Inc. Name of Contractor and Job Foreman 909195 Contractor's License Number 4 Si 19-153 Town Center Drive #106, Apple Business Address cing nd:�� s of the City icant or Agent { 909-380-9919/ 760-240-5511 Telephone No 15501 Little Morongo Road, Desert Hot Springs, CA 92240 760-251-5454 Business Address Telephone No. 762 City Business License No Ironshore Specialty Insurance Co. AGS0003002 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee E_1 $0.00 Permit Fee E_1 $1,645.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, EE=B $0.00 if required TOTAL $1,645.00 Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 13072 DATE UED: —713113 EXPI ,TIO D TE:ya J BY: WORK INSPECTED BY*: PERMIT COMPLETION DATE*: If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. ° CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 78495. Calle Tampico • P.O. Box 1504 • La Quinta, California 92247-1504 OF Tt� Phone: 760:777.7075 Fax:. 760.777.7155 PRE -CONSTRUCTION MEETING .ATTENDANCE FORM Project Name: , ¢fid E Date: %• 31 43 Project ID: TM 30138 Time: ( AUA Type of Imp.:.__Dffi5ITs U7714 En. Permit #:. �3f� 42-� /I .ST.S.4c�✓e2 � . � d LGA 1 1�4-0 T \STAFF\Valenzuela\Engineering Services\Pre-Un_Attendance_Form.doc `'8rsi�.e,lals C�nt,OF 'Date:.,7/16/2013 Tract No Project Name Meri'tltankUerizon crossing' Vicinrty:gv=entre 52nd beiweenMatllson.and 1211 Y, ' Purpose of Constfuction,(> e.: Rough Grad ng, Offsite Street,, etc. �l' • Verizon boring under,Avenue,52�4" conduit 1�1i0' &Raising �/alve�eans�fbr CV1ND• • FDescription of Construction ie.. See'Plan'Set NO. 01234) inn"g under ave 52. for Verizon and raising aloe cansgfor CWVD Dimensron of Installation or Removal:. > Approximate Construction•Start Date: 7 22 13 _ , Approximate Construction Completion Date: 72913 Estimated Construction Cost: •$1=5,000 Estimated Construction Cost shall include the removal of all obstructions;,niaterials, and debris, back -filling, compaction and' placing permanent resurfacing and or replacing improvements ." . Contact Name: Jonathan 1Neltly hone Number. 909380 9 919 "= k,7} ' �Narne of Applicant/Owner: Mendlan CantlDeueloprnent -- Applicant Address 1t9-1�53�TownaCenter ®rive #106 �1pple;ValleyC;A92308' �� Applicant Telephone Number: %602405511 Applicant E, mail Address: 3 Name of Contractor. Tri Star Contrang II•, Inc Contractor Address 15.501 Little Moron oRoad, Desert Hots rin s CA 92240 ContractorTelephone"Number: 76025154 - ' Contractor State License Number 90919 " Contractor City. Business License Number 762 Contractor E=mai1'Address: tkreh6iel@tnE Y% ►A COPY OF THE CURRENT INSURANCE.CERTIFICATE.MUST+BE PROVIDED .. • Applicant. or ContractorGerieral Liability`Insurance Corripany: $p,•,� Ironsh�ore Specialty Insuranee,�CO • 3 S-pj Applicant' or'Confractor General Liability Insurance Policy"Num ber: ' �1GS0003002 Office Use Only: Office Use Only.? Inspection Fee: �j Pe Assigned Permit Number: ) O f Permit Fee Approval Date: ' As -Built Expiration Deposit:".Date. • Dust Control' Issue - Deposit. Date: Credit ' Amount: Administrative Authority: TOTAL FEE DUE: C �� _ rive ec Is s ,. orms pp•1ca ions/Appllcation,for erml pos" e 75-25-09 TI •.�` N" x Contracting, Excavation,. Grading "We dig the Coachella Valley" Tuesday, July 30, 2013 Our office hours are Monday — Friday 6am — 4:30pm (760)251-5454. 24 Hour Contact List Steve Owens- (760) 902-4382 Bryan Willis- (760) 902-9166 Bus(760)251-5454 15-501 Little Morongo Road, Desert Hot Springs, CA. 92240 Fax(760)2515458 e-mail. TKrehbiel@tri-star. info License# 909195 Amy Yu From: nazir.lalanil@gmail.com on behalf of Nazir Lalani <nazirlalanil@gmail.com> Sent: Tuesday, July 30, 2013 1:17 PM To: Amy Yu Subject: Re: Tri-Star Contracting: Diamante Traffic Control Plan The plan does need to be stamped. I am not clear on what the orange shaded area is supposed to denote. Can you please find out? Also, what hours and how many days will this take? Will the traffic control remain in place over night? 7AM. 4 w EWK Y&S l "A Thanks. Nazir On Mon, Jul 29, 2013 at 9:47 AM, Amy Yu <Ayu(a��la-quinta.org> wrote: Nazir, Please review the attached traffic control plan. They are raising two manholes. Leonard said they have to swap traffic to the other side. You should call Leonard 760-275-2143 if you have questions. Thank you. Amy Yu `760-777-7047 From: Tops N Barricades [mailto:topsnbarricadeC'Oaol.com] Sent: Monday, July 29, 2013 9:38 AM To: Leonard St Sauver; rowens@tri-star.info Cc: Jweldy@meridianldc.com; Amy Yu; Daniel Valenzuela Subject: Re: Tri-Star Contracting: La Quinta Precon Meeting Rodney, Here is the unstamped TCP. Take it to the meeting, make sure it is going to work and have the City of La Quinta Traffic Engineer make his comments. Amy Yu From: Jonathan Weldy <Jweldy@meridianldc.com> Sent: Wednesday, July 17, 2013 9:52 AM To: Rodney Owens Cc: Leonard St Sauver; Ed Wimmer; Amy Yu Subject: La Quinta, Tract 30138 Rodney, In conversation w/ the City of La Quinta yesterday afternoon there may have been a little confusion regarding the scope of work for the encroachment permit. To clarify, we are engaging Tri-Star to provide the following activities: • Locate and raise 2 sewer manholes (this effort will bring the structures to subgrade and subsequent to Granite's grind & cap, TriStar will move in a .second time to finish adjustment and collar.) • Locate and raise 6 water valves (after Granite's grind & cap) • Install sleeves and relocate irrigation water valves in the existing median. • Install Verizon conduit crossing of Ave. 52. (Will include boring scope and landscape repairs on south ROW. Following the issuance of the encroachment permit, we want to schedule a pre meet with the City, Tri-Star and Granite. Hopefully we can finalize Tri -Star's schedule and Granite's follow on activities. It is my understanding Dig Alert was called yesterday. Please let me know of any additional questions, Jonathan Weldy Meridian Land Development 19153 Town Center Drive, 106 Apple Valley, CA 92308 (760) 240-5511 ext. 222 cell: (909) 380-9919 iweldy(@meridianldc.com 1 TRISCON-01 DNIELSEN ACORN' �..� CERTIFICATE OF LIABILITY INSURANCE DATE (MMDD/YYYY) F 7/16/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. 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). PRODUCER License # OF09643 Desert Empire Ins Services, Inc. 77564 Country Club Drive(AIC,No Suite 401 Palm Desert, CA 92211 CONTACT NAME: Matt Costello PHONE 360 FAX Ext): (760 ) 4700 A/c (7 No : 60) 360-4799 SS: matt.costello@desertempireins.com ADDRESS: INSURERS AFFORDING COVERAGE NAIC If INSURER A:Ironshore Specialty Insurance Co 25445 INSURED Tri-Star Contracting II,. Inc. Telar, Inc. 15-501 Little Morongo Road Desert Hot Springs, CA 92240 INSURERB:Wesco Insurance Company 25011 INSURER C: Scottsdale Insurance Company 41297 INSURER D: Everest National Insurance Company 10120 INSURER E: Travelers Prop & Casu Co of America 31194 INSURER F:' COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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. ITR TYPE OF INSURANCE A DDLSUBR P BOX 504 POLICY NUMBER POLICY EFF MM DDY/YYYY LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE I J OCCUR X BI/PD Ded:5,000 AGS0003002 6/26/2013 6/26/2014 EACH OCCURRENCE $ 1,000,00 DAMAGE TORT-= PREMISES Ea occurrence $ 50,00 MED EXP (Any one person) $ 5,00 PERSONAL& ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X PRO- LOC PRODUCTS - COMP/OP AGG $ 2,000,00 $ B AUTOMOBILE X X LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS X NON -OWNED AUTOS PA102935901 11/23/2012 11/23/2013 COEaMBINED .d.ntSINGLE LIMIT $ 1+000+ OO a BODILYINJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident $ C X UMBRELLA LIAB EXCESS LIAB X I OCCUR CLAIMS -MADE XLS0085660 11/23/2012 11/23/2013 EACH OCCURRENCE $ 4,000,00 AGGREGATE $ 4,000,00 DED I I RETENTION $ Auto Excess $ D WORKERS COMPENSATIONX AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEY/N OFFICERIMEMBER EXCLUDED? F_� (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A 7600005937121 10/1/2012 10/1/2013 WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ 1,000,00 - E.L. DISEASE - EA EMPLOYEE $ 1+000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,00 E Leased/Rented QT6606072C693TIL13 1/11/2013 1/11/2014 Limit 250,00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) Job -Meridian Land Development - Verizon Boring on Ave 52 City of La Quinta is named as additional insured per attached CERTIFICATE HOLDER CANCELLATION ACORD 25 (2010/05) @ 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of La Quinta Qu THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P BOX 504 ACCORDANCE WITH THE POLICY PROVISIONS. La Quinta, CA 92253 AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) @ 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD POLICY NUMBER:AGS00,03002 COMMERCIAD. GENIE I AL LuAplu I Y CO 20 10:07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE" READ: IT CAREFULLY. ADDITIONAL INSURED _ OWN* OR ERS ES LES• CHE ULEJ"'".ISE OR CONTRACT, PE 0 OR RGANIZAT(ON Thls endorsement M odiffes Insurance prWded under the f6novAng: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE, Ngme 0fA*d0I#onal Insured Person(s) As ". by. WIft modbtract. If r�agreement Wish Mich Additional Insured, thl .4by.yobr6brtem; �*tiafic*�e sh 61i: b6 -Orlmary. Ihsu . rance and noivtory 'fbr*hifA*d' dl`MO hglni- l. u* r ed .tfanyone,6tha t gnhtkdcnW Insured, provides eiSIM9ar Ufsatfanc��foj the gdO06hal ip. lngtir6d,� � insurance will 0 5M KCIAt ft1QBC M IL171Y. M CONDO 8,� bPh 4; Other lnfUfEfiWb amg. 'inoluslon on a-.. or more Inji6a -6h&r. 6i'tenTis of this erffi M*t does 'not Increas our r IM �k.qf liability, n ee 8vs Schedule; IT hot:ShDm above, will be sholvri inffie Declarations, A. gkiff On 0 - WfiOlz'Arl lltsuriDd it amendedto 1 4am W.. .. . ana Be insinclude ae urance: afforded. to6esa on .insured p6rson(o) or addiffloilal. insuriedg; the j6H0Vln acfdffonal Ot*##fi&6(s) shom In thg: Sdiijdule but* only exci, siqtii do u WiJu Tftp tullablW for wbo-dil 'ryw� v�-*Srt WW_ -act y damage"'-:. or "06rsc I inal y 71asiri'mu, .1 d acid advertising rnluty-i i fo lodily I 0 wl_w-.*,(,R�S�.00 -.Op Y Ndr�'� Or caused fn WhD10 or In part, by: pr6pe-q-1 '66!, ocbtfta .1. Your acts or om'Isslori.-k! or li Alf" `Jfidu4g 2. Thqi6b or omissions Of those acting onyour ..in the he performance of your ongoing Operations for- the'- additional Insured(s) at the local on(s)l designated above. CO 2.0 1070704 Le On On b6haff of -ft di d6l -all ft" " -all -- -!-- V* - I il . completed; or 2. That partlDh of Wur Worles M of whiftd injury. Cir damage ariseshAsbeen "pitto*' ftgintended use by-.anyPerson. Or orghlia d-b n' othbr than anoherontracb, or subcontracfor eriobbdd. In perforating operations pdnclpwas apart dMODrIs' fbT a . of ths' same Project Q ISO PrOPbrUes,, Inc., 2004 Page- I of 1, 0 0 CONTRACTING, INC. '• BRYAN WILLIS Cell: (760) 902-9166 15-501 LITTLE MORONGO ROAD Office: (760) 251-5454 DESERT HOT SPRINGS, CA 92240 Fax: (760) 251-5458 email: bwillis@tri-star.info Lic. 909195 i PERMIT NO. 13072 Diamante /Verizon Conduit Crossing, Raise 2 Manholes, 6 Water Valves, & Relocate Irrigation Water Valves in Median /Tract 30138; Ave 52 Between Madison & Jefferson 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. Prior to commencing the excavation of a trench 5. feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 4. Meridian Land Development (Jonathan Weldy) and Tri-Star Contracting II, Inc., 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. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 7. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 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) neither before 8:30 a.m. nor after 4:30 p.m. 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 City Traffic Signal Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. Special Conditions Page t of 8 PERMIT NO. 13072 Diamante /Verizon Conduit Crossing, Raise 2 Manholes, 6 Water Valves, & Relocate Irrigation Water Valves in Median /Tract 30138; Ave 52 Between Madison & Jefferson 9. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 10. 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. 11. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 12. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 13. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. 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. 14. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. Special Conditions Page 2 of 8 PERMIT NO. 13072 Diamante /Verizon Conduit Crossing, Raise 2 Manholes, 6 Water Valves, & Relocate Irrigation Water Valves in Median /Tract 30138; Ave 52 Between Madison & Jefferson 15. 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. 16. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated 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 Civil Engineer at 777-7047 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or California 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. 17. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Civil Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 18. 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. 19. The permittee is responsible for obtaining a valid separate permit from other City, or County jurisdictions if any of the work or traffic control devices extend into other City, or County right of way. 20. 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 Special Conditions Page 3 of 8 PERMIT NO. 13072 Diamante /Verizon Conduit Crossing, Raise 2 Manholes, 6 Water Valves, & Relocate Irrigation Water Valves in Median /Tract 30138; Ave 52 Between Madison & Jefferson 21. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant 'or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 22. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. —1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m. 23. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Civil Engineer) of the private land owner whom is being encroached upon. 24. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d.. In addition, a minimum of5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 25. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 26. 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 Associate Engineer. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 27. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 28. The permittee, is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of a. Possible traffic delays b. Time of construction c. Alternate routes The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. Special Conditions Page 4 of 8 PERMIT NO. 13072 Diamante /Verizon Conduit Crossing, Raise 2 Manholes, 6 Water Valves, & Relocate Irrigation Water Valves in Median /Tract 30138; Ave 52 Between Madison & Jefferson 29. 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 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. Special Conditions Page 5 of 8 PERMIT NO. 13072 Diamante /Verizon Conduit Crossing, Raise 2 Manholes, 6 Water Valves, & Relocate Irrigation Water Valves in Median /Tract 30138; Ave 52 Between Madison & Jefferson 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. 30. 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. 31. All, landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. 32. Access and egress to all local properties shall be maintained at all times. 33. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 34. 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/a" max medium asphalt concrete as the base course lift and a City approved Y2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in 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: Special Conditions Page 6 of 8 PERMIT NO. 13072 Diamante /Verizon Conduit Crossing, Raise 2 Manholes, 6 Water Valves, & Relocate Irrigation Water Valves in Median /Tract 30138; Ave 52 Between Madison & Jefferson 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 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 35. 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. 36. 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. 37. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 38. 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. 39. 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. 40. Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; 2. Move & maneuver quickly; 3. Provide clear and positive guidance; 4. Understand and apply safe traffic control practices; 5. Recognize dangerous traffic situations in sufficient time to avoid injury. Special Conditions Page 7 of 8 PERMIT NO. 13072 Diamante /Verizon Conduit Crossing, Raise 2 Manholes, 6 Water Valves, & Relocate Irrigation Water Valves in Median /Tract 30138; Ave 52 Between Madison & Jefferson B. Flagger Safety Apparel 1. Background a. Fluorescent orange -red, or b. Fluorescent yellow -green 2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent version. 3. Material shall be visible at 1000 ft 4. Apparel shall be designed to identify the wearer as a person 5. Law enforcementpersonnel should adhere to the same standard C. Hand -Signaling Devices 1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must have white legend on red background. D. Directing Traffic 1. Only three (3) signals are required. E. Flagger Communications 1. If work area is too long for relay (2 flaggers can't see each other) a. One flagger given the responsibility to coordinate b. Use Radios or c. Field phones F. Flagger warning signs must be removed or covered when flagging is finished, when work is not going to start immediately, or when work is completed. Special Conditions Page 9 of 8 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 13072 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 notify 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 three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 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. TO ACCOMPANY PLANS DATED ADVANCE WARNING SIGN L D DISTANCE SEE TABLE 3 SEE TABLE 1 1S11E TABLE 2 C B A • • • • • • • • • • • • • • • \ IIORK AREA 0 0 b • Ali •F • C CONE SPACING X ® LANE ❑ ROAD SEE TABLE 1' CLOSED MORD ❑ SEE NOTES 6 AND 8 AHEAD CLOSED Q A C30(CA) W20-1 C20(CA)R W4 -2R SEE NOTE 9( SEE NOTES 1 SEE NOTES 1 SEE NOTES 1 AND 3 AND 10 AND 10 TYPICAL LANE CLOSURE NOTES: 1. Each advance warning sign shall be equipped with at least two flags for daytime closure. Each flag shall be at least 16" x 16'in size and shall be orange or fluorescent red -orange In dolor. Flashing beacons shall be placed at the locations indicated for lane closure during hours of darkness. 2. A G20-2 "END ROAD WORK" sign, as appropriate, shall be placed at the antl of the Ione closure unless the and of work area is obvious, or ends within a larger project's limits. . 3. If the W20-1 sign would follow within 2000'of a stationary W20-1 or G20-1 "ROAD WORK NEXT MILES", use a C20(CA) sign for the first advance warning sign. 4. All cones used for Ione closures during the hours of darkness shall be fitted with retroreflective bands (or sleeves) as specified In the specifications. 5. Portable dellneators, placed at one-half the spacing Indldate0 for traffic cones, may be used Instead of cones for daytime closures only. 6• Flashing arrow sign shall be either Type I or Type D. T. For approach speeds over 50 mph, use the• "Traffic Control System for Lane Closure On Freeways And Expressways" plan for Ione closure details and requirements. 8. A minimum 1500'of sight distance shall be provided where possible for vehicles approaching the first flashing arrow sign. Lane closures shall not begin of the top of crest vertical curve or on o horizontal curve. 9. Place a C30(CA) sign every 2000' throughout length of lane closure. 10. Median Ione closures shall conform to the details as shown except that C20(CA)L and W4-21 signs shall be used. 11. At least one person sholI be assigned to= full time maintenance of traffic control for Ione closure unless, otherwise directed by the Engineer. SEE TABLE 3 NOTE = ❑B G20-2 J SEE NOTE 2 See Revised Standard Pion RSP T9 for tables. Use cone spacing X for taper segment, Y for tangent segment or Z for confict situations, as opprorlote, per Table 1, unless X, Y, or Z cone spacing le shown on this sheet. Unless otherwise specified in the special provisions, all temporary warning signs shall have black legend on fluorescent orange background. California codes are designated by (CA). Otherwise, Federal (MUTCD) codes ore shown. LEGEND • TRAFFIC CONE O TRAFFIC CONE (OPTIONAL TAPER) TEMPORARY TRAFFIC CONTROL SIGN ® FLASHING ARROW SIGN (FAS) 6SD FAS SUPPORT OR TRAILER PORTABLE FLASHING BEACON SIGN PANEL SIZE (Min) AO 48" x 48" �B 36" x 18" © 30" x 30" STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON MULTILANE CONVENTIONAL HIGHWAYS NO SCALE RSP T11 DATED APRIL 19, 2013 SUPERSEDES STANDARD PLAN T11 DATED MAY 20, 2011 - PAGE 239 OF THE STANDARD PLANS BOOK DATED 2010. TABLE 1 TAPER LENGTH CRITERIA AND CHANNELIZING DEVICE SPACING MAXIMUM CHANNELIZING MINIMUM TAPER LENGTH * DEVICE SPACING FOR WIDTH OF OFFSET 12 FEET (W) SPEED X I Y I Z Mfe (S) TANGENT I MERGING SHIFTING SHOULDER 2L L L/2 L/3 TAPER TANGENT CONFLICT 40 - For other offsets, use the following merging toper length formula for L: For speed of 40 mph or less, L = WS2/60 For speed of 45 mph or more, L = WS Where: L = Toper length in feet W = Width of offset In feet S = Posted speed limit, off-peak 85th -percentile speed prior to work starting, or the anticipated operating speed in mph Mie - Use for taper and tangent sections where there are no pavement markings or where there Is o conflict between existing povement markings and dhannelizers (CA). TABLE 2 LONGITUDINAL BUFFER SPACE AND FLAGGER STATION SPACING DOWNGRADE Min D MMM SPEED* Min DM* -3% 1 -6% I -9% ■ - Speed isposte0 speed Iimit, off-peak 85th -percentile speed prior to work Starting, or the anticipated operating speed in mph MM - Longitudinal buffer space or flogger station spacing MMiF - Useon sustained downgrade steeper than -3 percent and longer than i mile. I TO ACCOMPANY PLANS DATED TABLE 3 ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS* ROAD TYPE A B C ft ft ft URBAN - 25 mph OR LESS 100 100 100 URBAN - MORE THAN 25 mph TO 40 mph .250 250 250 URBAN- MORE THAN 40 mph 350 350 350 RURAL 500 500 500 EXPRESSWAY / FREEWAY 1000 1500 2640 * - The distances are approximate, are Intended for guidance purposes only, and should be applied with engineering judgment. These distances Should be adjusted by the Engineer for field conditions, If necessary, by Increasing or decreasing the recommmended distances. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON FREEWAYS AND EXPRESSWAYS NO SCALE RSP T9 DATED APRIL 19, 2013 SUPPLEMENTS THE STANDARD PLANS BOOK DATED 2010. REVISED STANDARD PLAN RSP T9 s. I 37 I ► I � I RETENTION BASIN I I I I •j I I � I w I I I BASIN ----- ---_- J — _�_ _� _ - a PROVIDE NEW SYS AND EXTEND AVENUE 52 — — — — — — — — — — — — — — — — — .@° �. QM SLEEVE FOR CONTROLWIE:S1, TO TyIO NEA 3' GS O EASTERLYMEDIAN ISLAND lT FLATEFUBAL LIKES 2 TO NEW CONTROL VALVE LOCATION. �mo O R � oit _ EX15TINS MAINLINE-<.--�+--s�_�._- m --ems- a- -- — V IVlrr `)� .] I I) `EXISnms CONTROL VALVES I NEW GATE VALVE. LINE Slg I ON E a TO BE RELOCATED NFYI CONTROL VALVE 7'_\ a SPLICE LOCATION FOR EXIsnN6 I `EASTINB SLEEVE FOR LOCAnaN r CONTROL WIRES. SPLICES TO BE — I) CONTROL WIRES TO RED -WN ICE LOGAnON FOR EXISnN6 �1 ENC4.05 D IN A 10' ROUND CARSON —I— — — BOX COLOR TO BE TAN. I I — BiGL.05ED IN E ROl1ND — — — — — — — — — — — — — — — — — — — — — — — — — — 1 CARSON — BOX. COLOR TO BE TAN. O . 0' 20 40 b0 g GRAPHIC SCALE = e V = 20'-0' LfSBm I. NON-FRESEtFE LATERAL LINE PIPRY. 2. PRS !W N UW PIPMB S. WNTAOL MWS - TAPE Alm t CXr: EVERY 10 FET. INSTAL. A0IACBTf TO PRrsGL*w MAN LRE 4. PROVIDE 2' DEPTH OF QPM/ UAlJALL 5. SEE IRRIGATION SPOURGATIOIS FOR BACKFILL AND GOFRACnON REO M34ENT5. 6. FINISH 6RADE MRTR4Ai BACKFILL DEPTHS FROM f* Eil GRADE TO TOP OF MAICl/E 24FOR PIPE SUES 5' ANP LAP5M W FOR PIPE SIZES 2 V2* AND SMALLHL TRENCHING A KTA� LEGBm I. DISTANCE SMALL BE A MROtIM OF W. ALL SLEEVES SHALL MEET THIS RTSIIIREMENT BICt.1ORU THOSE WIG" ARE DIAGRAMATKALLY SMON SNORT OF THE 015TNYE ON PLANE 2. U. MNR{tt 7. M*E OF NARO`.�f.AT£ 4. 50497ME 40 5LEE%V- A FLASH 6RAOF- NOTF ALL SLE V'ES SHALL EE TWE TIE SIZE OF THE NraaTAL OB.FLT. OR AS MOI® ON PLANS. 5 2 ' t MW B SLEEVING KTS m ! R m E h 0 (D z B:Espacer P OF I. 5lP BASE a .� I .. 2 STRIP KRPS APPROX. B' FOM ENDS - MST T06ET1ETL t 3 S.F1JT GRIM SL@VE OVHt MRE EN6L - CRAP AND OFF EYGESG FRE (y{I F-• z .� SEALER OVrrY w lyE�� NG 4 T ER �• r • IIS ]PLUS - FFL 5 5. PULL BASE SOCKET OVER CPJWW CON- NErTA4 FAR A9 TO BASE b. RSN SEALh16 PLUS R(i0 BASE SOCKET PLGH SE ..-7 1. RSII MIRES TO BO OF BASE SOC*MT kn 1 TO A55LFM COMPLETE SEALING OF COMECT,oK W T b. R N PM COMFLTOR y z APPROVED � zl O W fyfs ♦ b 0 C WIRE CONNECTOR Nunh KTS. TFfStbN n— Plon. hove bem mieretl by tiro C.Odwzo Wfty conmt .NATER Cod% � . .E CaRTomb �<n SecUm 6559, n oW. wW ^>aul�9 effkiv,l IaMaoapa n rmP�t>an .it11 u,e local 5peminp ab Irrigation aegb ag-.y (Gam C-na). - /pprovat of IMa I—%by OIWD aUH Eo.n not —*UhRe �oPil ob No. "'N"2-09 y w plarAaAnor InoCWM -d LU � 72-09-01 - �M-of-Woy .iUaul fwt obtoinlnp Mit f�m �\(("�''II U' JY 1S`V �l J� ShM No. O� aceta Wotm nag Su w BEFORE roupG OlRo Plvn / . • 0.auc RRVLF u,mwAaa° smns°YNmr 0—lgp t Swvk— Supw~ of I Pt V 5 2o 2 D AVE IN'U E +121STA 364T . . GRAPHIC SCALE .26 20 :(.IN rm) BASIS OF BEARINGS:: BEARING AR BASED UPON THE SOUTH LINE OP THE SOUTHEAST QUARTER OF SECTION 4, T6S, RM S8M.; PER PARCEL MAP' IA*kr,l Pup r-41171% Altz AWi(.- MA6-AW4-jilc See below for Finance Revenue Codes T-it(f 4 64� Qu�ft& ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION 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. ®� copySubdivision Improvement Permit -Class III Minor Improvement Permit, Class IV DATE: ' 7/16/2013 ----- LOCATION OF CO`ISTRUCTION: Diamante; TM 30138; Avenue 52 Between Madison Street and Jefferson Street PURPOSE OF CONSTRUCTION: Verizon Conduit Crossing; Raise 2. Sewer Manholes & 6 Water Valves; Relocate Irrigation Water Valves in Median DESCRIPTION OF CONSTRUCTION: Boring Under Ave 52 4" Conduit 110' DIMENSION OF INSTALLATION OR REMOVAL: 110' Crossing Under Ave 52 — APPROXIMATE TIME WHEN WORK WILL BEGIN: 7/22/2013 TIME OF COMPLETION: 7/29/2013 ESTIMATED CONSTRUCTION COST: $15,000 (Including removal of all obstruction, materials, and debris, backfill�mpac ' j`•placing permanent resurfacing and/or replacing improvements) COMMENTS 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, harr ' and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, los property happening or occuring as a proximate result of any work undertaken under the permit granted pu Notify the Administrative Authority at least.twenty-four (24) hours in advance of the time when work will be 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 77(—, least twenty-four (24) hours prior to the anticipated inspection. I Comply with all applicable City Ordinances, the terms and conditions of the permit and all a of La Quinta and to pay for any additional replacement necessary as the result of this work. Meridian Land Development - Jonathan Weldy Name of Applicant -- Tri Star_ Contracting II, Inc. Nme oaf Contractor and Job Foreman 909195 Contractor's License Number Ironshore Specialty Insurance Co. Applicant's Insurance Company FEES Subdivision Improvement Permit Class I Minor Improvement Permit - Class I i Finance Revenue Code Inspection Fee E-1 Permit Fee E=1 As -Built Deposit E-A Cash Deposit -Surety Bond, E_B if required TOTAL Si 19 -153 -Town Center Drive #106, Apple Business Address s roma ins or `uant to this cation ;tarfi d at (760) 777 - prior to 1:30 P.M. at nd regula 'ons of the City icant or Agent 1 909-380-9919/ 760-240-5511 Telephone No 15501 Little Morongo Road, Desert Hot Springs, CA 92240 760-251-5454 BusinessAddress --------- --- Telephone No. -- — _ .762 City Business License No ------- —__AGS0003002 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs j PERMIT NUMBER: 13072 0.00 i DATE UED: �% 3113 $1,645.00 i I EXPI ,TIO D TE: J' BY: 0.00 I / 0.00 i WORK INSPECTED BY*: PERMIT COMPLETION DATE*: 11,645.00 1 Ii ` If the work is covered by a Subdivision Improvement Agreement, ubdivider l shall request final acceptance of improvements from the City Council. Te D r � � "z I ii h X I I z I I h I m" "l. • P N# u u- Fj I I I h 31 1 y6Q I I I 11 1 Luorr OF WON I_ 4 c/) Ilg h Z I I u 4 I f � q N N 7 a ylI 1 11 LA I II j ------- --- P ° N I T 0T - •oNo Ilo�A I I m IIS AIIg 6 I P J P N . !A N • I II (\n d Q I Z Hal i umrr of woir I I ® I 11 p e�a ll II d l II' I a t B ga sr D --- 34s .513.1 1121, I i i VIA ROBLADA — � I Scete: nn. m.•bioro dam by TRACT,30138 N I AVENUE 52 MEDIAN Dam:90 O p tp p LA QUINTA, CALIFORNIA. pt 'o,e e I o M a o u n �O Umur 6y: p SOCAL PORTFOLIO I LP .. ti O l �J aRs p 19153 TOWN CENTER DRIVE, I06 � jyy tel/ IRRIGATIONRELOCATION PLAN Aovm--�y— p APPLE VALLEY, CA 92308 i b�ND + MARQUESSA LANE SEE ONSITE S REET IMPROVEMENT PIANS 21' 32.5' PROPOSED WALL TRACT BOUNDARY tROP. R.C.B, SEE OFFSITE STREET PLAN) MEANDERIN _ TYPICAL NOT TC 13 21.00 - - - - 2060.OSA C.tg I� 020.29No I 20.00 1 f 2.04 . fV 20.07 C18 . �'�`C17 � - . "C9 — 2a b21 TC 1 . t TC 19.02 19.84 o a 20.1 2 91 r �1l,,.... 19 A 95.31 -- TC 19.33 TC ,19.05 – J TC 19.49 �_� -- 4 r TC 19.79.\TC TC 19.50 o r 1 G 18.44 G. 19.29 19.68 TG 19.57 "`"'� � j TC 19.12 TC 19.04 - 1 r �- a -`.r G 18.62 G 18.54 0 In EX 8" BARRIER CURB ISLAND 42+00 STA: 41+37.10 E (52)= z TO 8E REMOVI=D. STA: 10+0M7 ST B L )KEN WHITE STRIKE-" `, 1 5 2ND GRAPHIC SCALE 20 0 70 20 40 UE STA 36+14.47 TO STA. 4:3+90.21 ( .1N FM 43+00 ` ==Sw BASIS OF BEARINGS BEARING AR BASED UPON THE SOUTH LINE OF THE SOUTHFAST QUARTER OF SECTION 4, WS, RM SBM; PER PARCEL. -M'AP teir,y Pua AA/iz .Ac. PFIN(' N-40aAiW41'c