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5076-moo , Finance Revenue Code E-1 MAY Z a 2006 f�. ENCROACHMENT PERMIT CITY OF LA gUINTA PUBLIC WORKS CONSTRUCTION FINANCE DEPT•— For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:April 25; 2006 LOCATION OF CONSTRUCTION (Street address or Description): Capistrano TM 31910 PURPOSE OF CONSTRUCTION:. Onsite street improvements �����'.Eft DESCRIPTION OF CONSTRUCTION: See Plan Set No. 06015 DIMENSION OFINSTALLATION OR REMOVAL: APPROXIMATE TIME WHEN WORK WILL BEGIN:May 15, 2006 TIME OF COMPLETION: August 15, 2006 ESTIMATED CONSTRUCTION COST: $987,194.50 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: ** 2 Contractors listed on application: Granite Construction Company 38000 Monroe Street Indio CA 92203• (760) 775-7500; State license number 00089; State license number 3501 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 applic I rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature o4gipplicant or Agent Desert Elite, Inc. - John Pedalino 78401 Hwy 111 Suite G La Quinta CA 92253 (760) 777 9920 cell (760) 578 6915 Name of Applicant (please print) Business Address Telephone No. Larry Jacinto Construction Inc. P.O. Box 615 Mentone CA 92359 (909) 794 2151 Name of Contractor and Job Foreman Business Address Telephone No. 458118 Contractor's License No. 6207 City Business License No. Lexington Insurance Company 1070439 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $29,620.00 $100.00 $ 0 ,000.00) $ $30,720.00 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.5076 DATE*PPROVED: Z5/0 EXPIRI��IO&DA _ L2 BY: �%. Administrative Authority PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: 1 4/21 /06 Tract No: 31910 .Project Name: Capistrano Vicinity: West Side of Monroe St. 1/4/ Mile North of Avenue 58 Purpose of Construction (Ex: Rough Grading, Offsite Street etc.) Onsite Street Improvements Description of Construction (Ex: See Plan Set No. 01234) See Pl Se 060 Dimension of Installation or Removal: f r Approximate Construction Start Date: 5/15/06 Approximate Construction Completion Date: 8/15/06 j 2 Estimated Construction Cost: $ _ 987,194.50 Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back-filling,icompictiort and placing permanent. resurfacing and or replacing improvements r .,, ; Contact Name: John R. Pedalino Phone Number: 760 578-6915 Name of Applicant/Owner: Desert Eli t P, Inc Applicant Address: 78401 Hwy 111 Ste G La Quinta, CA 92253 Applicant Telephone Number: 760 777-9920 Name of Contractor: Jacinto Construction, I Contractor Address: PO Box one CA 92359 Contractor Telephone Number: 909 794-2151 Contractor State License Number: 458118 Contractor City Business License Number: 6207 00- A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED 4 Applicant or Contractor General Liability Insurance Company: Lexington Insurance Co. Applicant or Contractor General Liability Insurance Policy Number: 1070439 Office Use Only Inspection Fee: Z j b/ ?_ O, Do Permit Fee: Ts -Built Deposit:I l7U U, 7 J Dust Control Deposit: Deposit: Credit Amount= _=-. --:::. TOTAL FEE DUE: Office Use Only: Assigned Permit Number: 50/ �7 Approval Date: ! t� Expiration Date: Issue Date: Administrative -Authority:- •• 7 2006 T4hf 4 4a�w PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: 4/21 /06 Tract No: _ 31910 Project Name: Capistrano Vicinity: West Side of Monroe St. 1 /4/ Mile North of Avenue 58 Purpose of Construction (Ex: Rough Grading, Offsite Street etc.) Onsite Street Improvements Description of Construction (Ex: See Plan Set No. 01234) Dimension of Installation or Removal: f Approximate Construction Start Date: 5/ 15/06 Approximate Construction Completion Date: 8/15/06 r`. 06 / }' Estimated Construction Cost: $ 987,194.50 r Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction aad - /r placing permanent. resurfacing and or replacing improvements . F ontact Name. o R. Pedalino Phone Number: 760 578-6915 Name of Applicant/Owner: Desert Elite, inc- Applicant Address: 78401 Hwy. 111 Ste G La Ouinta, CA 92253 Applicant Telephone Number: 760 777-9920 Name of Contractor: ranite Construction Cam Contractor Address: 92203 Contractor Telephone Number: 760 775-7500 Contractor State License Number: 89 Contractor City Business License Number: 3501 ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4 Applicant or Contractor General Liability Insurance Company: Valley Forge Insurance Co. Applicant or Contractor General Liability Insurance Policy Number: GL 2 4921 89 16 Office Use Only: Inspection Fee: Permit Fee: As -Built Deposit: Dust Control Deposit: Credit Amount- - Office Use Only: Assigned Permit Number: Approval Date: Expiration Date: Issue Date: Administrative -Authority — - TOTAL FEE DUE: PA. Bor aH . 1Aani'or,o, CA 02Sb9 Pfwl+e (900) 7gL 4111 po% 784-+la9871 W 45a118 PROPOSAL P�ono: sv1 srr.s4ls W.RiNGTONAEVEIAPWNT FAx; 96100�2011 409W CAUFOFRNA OAKS AD. 0283 MUF RIETA. CA. 925M ATr, GKO Pfoj ct TR 0 S1310 FrATuft 13, 2008 MONROE ST PROPOSAL NO.: CO.0221 LA CUINTA L-M Juba* Cor1m.Khom I.. proposes m pvAft t W —.s°ry f dedalabor, and cqupmt t to eompwte the work ougloM belM 9 vsh UNPFIW T°t 6" CURB & GUTTER STU 201 SF 1225 14.60 164395.00 23490.00 8" CUt1 B ONL.Y am 210 LF LF C2'8200 1g70 3152 00 4" MOUNTABLE CURB DST SHr 11 LF 27.60 4345.0D V RIBBON GUTTER DST BHT 11 `r CROSS CUT7� & SPANORM S M 208 SF 9.76 0' DRNE APPEt0/1d1 STD 221 SF 6.15 �10p2,�6f�82.60 jlGcw—m a/2osdso ;KcLUM CJZAOE a COMPACTION FRM • Ole - EKCLUDES DEIII*LM0N UC 13 NOT RESpONSMu FoR DEIAY3 DUE TO MAYWJAL SMRTAGM pmpo,W condiEons aftu Md as fatM Apwoda t* be aomploted In a mMat N end wOrAMSke nww OM" ssta dwa Ptadiaea faa= arxn of samt� lLgaWOTAnVFIlaDMWHL MMNNiY4vm SAO DMna*s S 41z,a9ts0 TERM. reymanes tM bo mada td-weaky ec thewafk psMWasea5 t*"vehm *l gft of ap Nrodc co,npiexd. The enfke wme m cf ow*aot to be pold wferM 30 days MW oaegaotlosu Any aR®reftan of QoViOlion from NA oAave 9pe oRe InvaMrg etas eosclo wid Oft De wmcw d won wMten offtm for rants. and W h bowme Mn e*a dwgs aver the swn mentioned in this contrail An eg=M&& must be made In writing. wuiraro WMw e.eir xna m.�wwl.e uww wIw®.r,AA b .n..ww.pw.wwM mom pao...a,pw��� *ONb N+� pq►r,TM M un,wmrwY4welMW �Pm�M.,n+..n—.06rI—PROMk w..& RopecftN gubtniltod DY Jon a Huiskwk PfQJW MNuMWI EW"Wtcf Lorry J*dtd* CorMIM11MTI, fna Conuad*m aro mw&'ed by law to be eovmd ww roWM6d by the Contradara Smte tX011." Board AnY quc Wn ooncdnr+n dng a comrade maybe Marod to 1ne re E*wof fhc board ""0 addmas W ooptaemr� sum uro�we 9n+10. sax0 N wbwt s9asn+aaa Caafawa WO ACCEPTANCE: By orhig bciow, m pvpazm bamas a lega0y bh cgns aonlrad su*d to th* Karma and oenddiotls corltemad hcMn. co ACCCM LM BE Tills:, fkttrl: 900/Z002 - 01TIH jdasaQ FFF JU-NdolMa U013uTdag �91T 909 T96 IVA 0t:.ZT NOW 900Z/LT/-0 -�•- .���� JU'JGYfY00 AVkUkA PAGE 01/01 . ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID DATE(MMIDDIYYYY) PRODUCED, JACI-AR 06/15 05 Crosby Insurance THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE C . Hopper Ins . Service, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P . O . Box 31150 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ANAHEIM CA 92809 t Phone:714-221-5200 Fax:714-221-5210 IINSURERS AFFORDING COVERAGE NAIC# INSURED '-'--- ._.__. _._..._----•--- -- ,.._---- i1NSURERA Lexington InsHrance Co - INSURER B: GOLDEN EAGLE INS -CORPORATION Larry Jacinto Construction Inc INSURER C: ANERIGSN NOW- ASSURANCE CO. P.O. BOX 615 R D: .SPECIALTT LINES INS. Mentone CA 9 INSUREAPM-INTNL 2359 _— _—__— -�_ INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREIdENT. 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 INSRL - -` LTR INSRD TYPE OF INSURANCE POLICY NUMBER - POLIbV DATE (MMIOD/YY I DATE (MMIDOfYY) I LIMITS GENERAL LIABILITY I X COI•AMF.RCIALGENERALLIABILIY EACH OCCURRENCE S1,000,000 ('DAIA9GETOA PRM- wj ,000!-- [ 070439 06/01/05 06/01/06 X CLAIMS MADE �I II OCCUR 1 -•= ( ; MEO EXP (Any one person) 15 NIL Owner/Cont Cont Prot. l ! t —JU �-,-� ----•••...-_-_.. t X 'Contractual ! PERSONALEADV INJURY ; S 1, 000,000 _ I GENE/— RALAGGREGATE 5 2 000,000 I I GENT AGGREGATE LIMIT APPLIES PER: ._. ; ! r(� PRO. r7i PRODUCTS - COMPIOP AGG I S 2, 0 0 0, 0 0 0 •_ - ; I -- X-. !POLICY LOC I I JECT AUTOMOBILE LIABILITY B t X t ANY AUTO _j i I BA9857132 I I COMBINED SINGLE LIMIT 06/01/05 ; 06/02/06 (Ea accident) ! 5 1 000 Q Q 0 f I �IALL OWNED AUTOS" - SCHEDULEDAUTOS -I BODILY INJURY (Per parson) i S I IIRCD AUTOS 1 -X X NON -OWNED AUTOS i .. - „- X Phys Damage VIS , {I{ /� � � � � D l ? ! BODILY INJURY ( i (Per accident); ( S - (Pei BujdBln)-----_._.---' PROPERTY DAMAGE I S ' I GARAGE LIABILITY j I AUTO ONLY - EA ACCIDENT S ANY AUTO i !. OTHER THAN EA ACC S - ! i AUTO ONLY: AGG S �• EXCESSIUMBRELLA LIABILITY t---j I EACH OCCURRENCE S B i j OCCUR 1- I CLAIMSMADE I CU9852096 06/01/05 06/01/06 1 AGGREGATE SfL- - ? EDUCTIBLE 1, DEDUCTIBLE— ! 1 RETENTION S EXAUTO S WORKERS COMPENSATION AND C I EMPLOYERS' LIABILITY WC3287693 X1TORY LIMITS ! I ER I' ANY PROPRIETORIPARTNEWEXECUTIVE OFFICER/MEMBER EXCLUDED? 01/01/0,5 01/01/06 1 E.L, EACH ACCIDENT s--•--••-•---•••---•-•;--r----__.-....-_�__ S1000000 If yes, describe under I E.L. DISEASE-EAEMPLOYEE] S 1000000 I SPECIAL PROVISIONSDe(ow OTHER ? _ 1 E.L. DISEASE - POLICYLIMIT i S 1000000 . A(Property/Scheduled 0622157 I ' ; i D iPollution Liab 06/01/05 06/01/061 See Desc 1CPL 1437057 06/01/05 06/01/061 aggregate $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS! VEHICLES! EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS *Except 10 Days Notice for Non -Payment of Premium. Desert Cheyenne, Inc., James O. Herington Development, Inc., Oak Tree Industries, Inc., Desert Elite, Inc., Ehline Development Co. are named as Additional Insureds. RE: Job #04834C Rancho Santana. Tract ##31202 Ave 52, Indio, CA. (xx) CERTIFICATE HOLDER CANCELLATION HERINGT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATI DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL * 30 DAYS WRITTEJ- Herington Development, Inc NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 0030 SHAL 40960 California Oaks Rd. #283 IMPOSE NOOBUGATIONORLIABIUTYOFANY KIND UPON THE INSURER, ITS AGENTS OR Murrieta CA 92562 REPRESENTATIVES. 1 C--,) r� ACORD 25 (2001108) ©ACORD CORPORATION 19 w. lei t'L ST :7 Calle up (760) 777-7000 N p us I ASS LO 6A.t.1-ON F. I I W11% I, fil Vrjlflpo' by file City dues tool 1,11111t)l-i o, OUTSIDE M� XlEi I LI 71"" se be n lfgwl�..'Vlliillf splice 1111111 lilts 11111 Ilectl for liecupuncy by -the Building and Sisrely Deptirtiiielit. Ifyipu have mly qui,sliulls A, regardiiik thig.issuz-7 or l�:ypu tire jim sure if it certiricitiq of occupitticy has been ffl Fd f6ryc paiotl p 611tWetinin 0) 7 7 7 - 7 0 I�R P�, elgidWavinip,006-6o, city omii iZhinfai'Mil riies USINES8'-N XME: A Ll ;ens h INC, LMY C . ee el required, Ii6e.iise is hereby grouted said licensee (a frausnet floe hushiess herein f, et forth; ru e d ':r inity with file Provisions or0rdiunile.e > I .! . �!. ,, ; ...: . ... YFo. 2 of Ihis iy,fiis;alcetjgolsjrdWithout verdinflolit flout li if" cejl:j� the I C Ub j,, ct �u tog, BUSINESS LIC NO: 6207 LASST 1 'dSt - _AL 20jMAO&TRACTOR �r. PIRAT '-N )R DAT-E:-- 4/id/ois FINANCED ECTOR Date of Proposal - February 9, 2006 17nni N i C consmumon Peoposa! Valid until - February 28, 2006 1compnnusula1 PROPOSAL AND CONSTRUCTION -SUBCONTRACT GRANITE CONSTRUCTION COMPANY, hereafter called "Subcontractor,- and HERINGTON DEVELOPMENT, hereafter called the "Contractor," whose address is 40960 CALIFORNIA OAKS RD; STE 283, MURRIETTA, CALIFORNIA, 92562, ATTN: GREG HERINGTON, PRONE (951) 506-1123, FAX (951) 506-1163; agree as follows: 1. Description and Location of Work Subcontractor agrees to perform the following work: TRACT 31910 — CAPISTRANO. BASE AND PAVE. Located At MONROE STREET AND CAMINO SAN JUAN; LA QVINTA, CALIFORNIA. 2. Plans and Specifications. The above work shall be performed in accordance with the following plans and specifications: SHEETS 1 THRU 11 OF l 1 SHEETS; UNAPPROVED; NO DATE; M S A CONSULTING. Such plans and specifications are, by this reference, incorporated herein and blade a part of this subcontract, but are not attached. 3. Payment. Contractor shall pay to Subcontractor, as full compensation for all the work hereunder the following amount: a. In accordance with the provisions of Paragraph 3 on the reverse side hereof; progress payments shall be 100% of the estimate and the sum of L5.06 per month shall be added to any balance unpaid when due. b. The above prices shall include all applicable Sales, Use, Franchise, Excise, and other tuxes which may now or hereafter be levied accept those specifically excluded hemin. c. In the event the above price is a emit price based on quantities, final payment shall be for actual quantities. Each party hereto shall diligently cooperate with the other in making a determination of anal quantities on completion of all work hereunder. d_ This Proposal and Construction Subcontract shall be void if Contractor is unable to demonstrate to the satisfaction of Subcontractor prior to eorrmmeneement of work his ability to make payments for the work to be performed hereunder in the manner and at the times set forth herein. a, Time. Subcontractor shall Commence work hereunder as promptly as practical after the receipt of written notice to proceed from Contractor and shall complete the work in accordance with the agreed upon schedule by and between the Contractor and Subcontractor. At the option of Subcontractor, this agreement shall be void unless notice to proceed is received within ten (I0) working days following execution of this agreement by Contractor. 5. Special Conditions. SEE ATTACHMENT "A' 6. Subcontract Documents. The contract documents shall consist of this Agreement and attachments numbered. "A" Executed at . California, If Acceptable, Please Sign Original and Return. Contractor - By: State of California Contractor's License No.: Name of Owner. Address: Name of Construction Lender: GRANITE CONSTRUCTION COMPANY A CALIVORNta CORPORATION State of California Contractor's License No. 89 Address: 38000 Monroe Street Indio, CA 92203 Phone:. (760) 775-7500 Facsimile: (760) 775-8229 By: JOHN N. CONOVALOFF Job No.: Address This Subcontract is Subject to the Terms and Conditions Appearing on the reverse Side Hereof. F01M :05 REV. hm 30. 1993 2 90UME 01TTH lJosaa FEF JUA46 jaaaa 613uidag �9tI 909 t96 IVA TtZt NOW 900Z/Lt/t0 1, WORKMANSHIP AND MATERIALS: Subcontractor acknowledges that it is familiar with the nature and location of the work. All work shall be performed by- Subcontractor in a workmanlike manner, and Subcontractor shall use its best skill and judgment in the performance of all work under this Subcontract. ' 2 ,. COMMENCEMENT AND PROGRESS: Subcontractor shall commence the performance of this subeont❑ut as soon as practicable'fgllowing.� . notification by the Contractor to do so, and shall continue diligently to complete such work in conformity with this agreement and in accordance with plans and specifications. Contractor Shall establish and maintain all reserved gates necessary for Subcontractor to perfom his work, Such reserved gates shall conform to the requirements established by the National Labor Relations Board and /or other regulatory agencies. 3. PAYMENTS: Contractor will receive monthly progress payments from Owner. Within ten (10) days after Contractor receives payment from Owner, or is scheduled to receive payment in the event payments are delayed due to the fault -or negligence of contractor or other subcontractors. Contractor will pay to Subcontractor the amount which the estimate of Owner shows Subcontractor has earned during the period covered by such estimate; provided, however, that Contractor will reduce each payment to Subcontractor by the same retention percentage as the Contractor's payment from Owner is reduced. The amounts so withheld and which are due Subcontractor shall be withheld by Contractor until final completion of all work to be performed by Subcontractor and shall be paid to Subcontractor within thirty-five (35) days after completion of Subcontractor's work. Progress payments shall not be construed as an acceptance of any work the entire work being subject to final inspection and approval by Owner. As it would be extremely difficult to fix and ascertain the actual damages the Subcontractor would sustain by non-payment of moneys due to Subcontractor under terms of this agreement at the times and in the manner specified herein, it is hereby agreed by the partiei hereto that the Contractor shall pay to the Subcontractor in addition to all sums due hereunder the sum of the percentage per month set forth under Paragraph 3 (a) on the face hereof as a fixed amount of any balance unpaid when due under this agreement. Nothing contained herein shall be deemed a consent by the Subcontractor extending the due date for payment under this agreement 4. CHANGES IN THE WORK: Contractor may, from time to time, by instructions or drawings issued to Subcontractor, make changes in the scope of work, issue additional instructions, request additional work or direct the omission of work previously ordered, and the provisions of this subcontract shall apply to all such changes, modifications and additions with the same effect as if they were embodied in the original contract. The price or a formula for establishing the price for such work shall be set forth in a written change order either prior to the commencement of work or as soon as practical thereafter. In the event any condition beyond control of either party hereto shall arise and by reason thereof claims shall be made by the subcontractor for adjustment in compensation due under this Subcontract then in such event Contractor sWl process such claims to Owner without prejudice to the rights of the parry ' hereunder. 5. INDEMNITY- Subcontractor shall indemnify and hold Contractor harmless against all claims, damage suits, actions, recoveries and judgments arising from or out of any negligence of Subcontractor, its agents, employees, or subcontractors, in performing the work under this subcontract. 6. RESPONSIBILITY FOR WORK: Subcontractor shalt be responsible fbr and shall bear any loss or damage to the work and all materials, supplies, and equipment until completion of this subcontract, unless such loss or damage results from actions, fault or negligence either active or passive of the Owner, Contractor, their agents, employees, subcontractors, or anyone acting on Owners or Contractor's behalf. 7. INSURANCE: Subcontractor shall maintain such insurance as will protect it from claims under workmen's compensation acts and Stunt claims for damages because of bodily injury, including death, or injury to property which may arise from and during the operation of this subcontract A certificate of such insurance shall be filed with the Contractor if he so requests. 8. UNAVOIDABLE DELAYS - EXTENSION OF TIME: In the event Subcontractor shall be delayed in the performance of the work under this . subcontract by causes beyond the control of the Subcontractor and without the fault or negligence of Subcontractor, including, but not limited to -Change ' Orders, Acts of God, or of the public enemy, acts of any governmental agency, in either its sovereign or Contractual capacity, fire flood, epidemics, strikes, labor disputes, freight embargoes, inclement weather, over optimum moishlre content of ground or base course unsuitable ground conditions or delays vaused . by Vendors, Contractor, or other Subconmetors. Subcontractor shall have such period of time to complete the performance of this subcontract as shall be ' netcessary as result of any such causes. 9. LAWS AND REGULATIONS: Subcontractor shall at all times comply with all applicable laws, ordinances, statutes, rules and regulations• bf the Federal Government. State, County , Municipalities or their Agencies of Government and particularly those regulations relating to hours and working conditions. W. BUILDING PERMITS: Building Permits, Inspection Fees, soils test, engineering, staking, fees for utility connections or other such simlar,imns' ' required shall be the responsibility of others. 11. SUBCONTRACTING: Subcontractor shall have the right to subcontract any portion of the work hereunder, and all work performed by subcontractors shall be subject to all of the applicable terns and conditions of the subcontract documents. 12. LIENS AND CLAIMS; Subcontractor shall promptly pay valid claims of all persons, firms or corporations performing labor or famishing equipment, materials and other items used in, upon or for the wont done hereunder. Contractor warrants that Subcontractors rights to mechanic's lien has not been and will not be waived by Contractor or anyone also without specific approval of Subcontractor. Upon request of Contractor, Subcontractor agrees to firnish to Contractor releases of mechanic's lien conditioned to the extent of payments received and which shall be effective only upon payment. 13. FAILURE TO MAKE PAYMENTS: In the event Contractor shall fail to make payment at the times and in the amounts provided for in this jagreement, Subcontractor shall have the right to stop work. in such event all amounts due Subcontractor, including retention, shall immediately become payable and Subcontractor shalt have the right to recover all damages sustained by Subcontractor as a result of such breach of contract by Contractor.. 1 la. TERMINATION: In the event Subcontractor shall Gil to perform any provision of this agreement and such Ailure should continue for five (5) days i after receipt of written notice from Contractor, then Contractor may terminate this subcontract and cause the balance of the work to be completed by other parties. in any such event, if the reasonable cost of such completion exceeds the unpaid balance due on the contract price, Subcontractor shall promptly pay such difference to Contractor on demand. 15. COSTS AND ATTORNEY'S FEES: Should either parry bring suit in court to enforce or interpret any of the terms hereof, or for a breach thereof, and/or to foreclose any mechanic's lien attributable to the work done hereunder, the prevailing party shall be entitled to costs and teasonablo attorney's fees. which may be set by the court in the same action or in a separate action brought for that purpose, in addition to any other relief to which he may be entitled. 16. NOTICES: Any notice requited or permitted hereunder may be served personally on the Superintendent of Construction, or on the duly authorized representative of the Contractor at the jobsite, or may be served by certified mail directed to the address of the party shown on the face of this subcontract. 17. ASSIGNMENT; This agreement shall be binding upon and inure to the heirs, successors and assigns of the parties hereto, 19. WAIVER OF RIGHTS: Failure to enforce any rights hereunder shall not waive any rights in respect of other or future occurrences. 19. JURISDICTION: It is understood and agreed that each and every provision of this Subcontract , including any alleged breach thereat: shall be interpreted in accordance with the laws of the State of California and this Subcontract shall be deemed to have been made and entered into at Indio, California. California Iaw requires the following statement to be included in a written contract when the contractor performs work as a prime contractor within the State of California to which the written contract applies. "Contractors are required by law to be licensed and regulated by the Contractor's State License Board. Any questions concerning a contractor may be referred to the registrar of the board whose address is; Contractor's State License Board P.O- Box 26000 Sacramento, CA 95826 ROP `OS REv. June 30. 1'>a8 900/ 00 01TIR JdMa E+F JUNdOlMa U0J3U1d0fl £9ii 909 T96 IYA TZt NOW 900Z/LT10 ATTACHMENT "A" RM PROPOSAL_FO$ IRINGTON DQIL92901 TRACT 3191 Q CAPISTRANO, BASE AND PAVE LA OLJINAA. CALIFORNIA FE NWARY 9, 2006 ITEM #1 1" A.C. TOP COURSE 270,000 SF @ $0.49 $132,300,00 ITEM #2 2" A.C. BASE COURSE 270,000 SF @ 0.92 248,400.00 ITEM #3 6" BASE 270,000 EA @ 0.72 194.400.00 TOTALBED S575,100.00 STIPULATIONS and SPECIAL CONDMONS: 1. OUR BID EXCLtMES: ]ENGINEERING, INSPECTIONS, SURVEYING, PERMIT FEES - SOIL TESTING - CONSTRUCTION WATER COST -IMPORT OR EXPORT OF EARTH MATERIALS - SURETY BOND - SIGNAGE & STRIPING MANHOLE & VALVE ADJUSTMENTS - WEED KILLER - SEAL COAT - BROOKNG & CLEANING BETWEEN PAVING COURSES - PM-10 & S.W.P.P.P - TRENCH PAVING - WRAP INSURANCE. 2. FINAL BILLING WILL BE BASED UPON MEASUREMENT OF ACTUAL WORK PERFORMED AT UNIT PRICES HEREIN STATED. 3. INCREASES IN MATERIAL AND LABOR COSTS BEYOND ZM 30, 2006 SHALL BE PASSED ON TO OWNER 4. THE ABOVE PRICES INCLUDE = (1) MOVE FOR A.C. BASE COURSE & ONE (1) MOVE FOR AC. TOP COURSE. 5. BALANCING AND ROUGH GRADING TO PLUS OR MINUS ONE TENTH OF AFOOT (+0.10) SHALT_ BE PERFORMED UNDER GRANTTE'S CURRENT LABOR & EQUIPMENT RENTAL RATES. 6. BID MAY BE REVISED UPON RECEIPT OF APPROVED PLANS. 7. RETENTIONS TO BE PAID WITHIN THIRTY FIVE (3S) DAYS AFTER EACH MOVE IN. 8, DUST CONTROL ONLY WHILE WORKING, 9, THE COMPLETE TERMS AND CONDITIONS OF THIS PROPOSAL SHALL BE INCLUDED IN ANY CONTRACT OR SUBCONTRACT PREPARED BY OWNER 57 51IOJ tit 900/900 allIg adasaq EEF jaamdolMa U01SUIdag £9It 909 t96 IVA T tit NOW 900Z/LT/t0 /E. IhP U- l,tK i INUA I t OF LIABILITY INSURANCE OP ID MN DATE(MM/DDIYYYY) IPROOUGRA-225 01/11/OS McSh Eft THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIO csherry & Hudson ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Granite Construction Division HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 575 Auto Center Dr. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Watsonville CA 95076 Phone:831-724-3841 Fax:831-724-7574 INSURED GRANITE CONSTRUCTION COMPANY P. 0. Box 50085 Watsonville CA 95077 COVERAGES INSURERS AFFORDING COVERAGE I NAIC # INSURER A: Valley Forge Insurance Co. INSURER B: I INSURER C: INSURER 0: INSURER E: 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. LTR INSRO TYPE OF INSURANCE POLICY NUMBER IPOLICY DATE MM/DOEFFECTIVE I DATE MM/DD/YYO LIMIT S A I X HGENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE FX] OCCUR GL 2 4 921 89 16 10 / 01 / 0 3' I 10 / 01 / 0 6 i EACH OCCURRENCE s 2,000,000 PAMAUt REMISES (Ea occlZU urence) s 2,000,000 MED EXP (Anyone person) 15 NIL X Contractual Liab PER FORM CG0001 10/01 BROAD FOAM PPTY DAI.=E I PERSONAL BADVINJURY (s 2,000,000 HX XCU Hazards GENERAL AGGREGATE I s 10,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY j{ PRO- JECT n LOC PRODUCTS - COMP/OP AGG I S 2,000,000 AUTOMOBILE LIABILITY A rx-1ANY AUTO r-- BUA 2 4921 89 47 10/01/03 10/01/06 COMBINED SINGLE LIMIT (Ea accident) S 2,000,000 I ALL OWNED AUTOS ! SCHEDULED AUTOS I X HIRED AUTOS j BCCILY INJURY I (Per person) s ;{` TICP6O`r/NE^ AUTOS X !Contractual Liab. I I PER FORM CA0001 10/I01 ECCILY INJURY I S (Per accident) I PR.ZPERTYOAMAGE I (Per accident) i S GARAGE LIABILITY I ANY I AUTO ONLY • EA ACCIDENT ) S L� OTHER THAN EA ACC ; s AUTO ONLY: AGG •' S AUTO I EXCESS/UMBRELLA LIABILITY �; OCCUR ❑ CLAIMS MADE _ DEDUCTIBLE F� RETENTION s r l 1 1 y I t�V �iC) I IN THE EVENT NON -PAY S 1;/)TIIC[ Vp) RE(; �Ir/ i, rIL� +_ /- (:!` Ii+I. IELL4Ti% J F�)R CF PREi�11'JF' 1 EACH OCCURRENCE S AGGREGATE IS i s 15 :s A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICE.R/MEMBER EXCLUOED7 It yes. describe under SPECIAL PROVISIONS below OTHER / �. , I X .0 Y LIMITS I ER 1 WC 2 4922 51 71 10 / 01 / 0 4 10 / 01 / 0 5 E.L. EACH ACCIDENT !S 2,000,000 E.L. DISEASE - EA EMPLOYE- s 2,000,000 I E.L. DISEASE • POLICY LIMIT i s 2,000,000 i I I DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (GAI) JOB #225-652 PAVING AT RANCHO SANTANA TRACT 31202 rP:PTIFIr.8TF Hni nr-D (`AKI!^GI I ATInKI HERRING SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL AIL 30 DAYS WRITTEN HERINGTON DEVELOPMENT, INC. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, ni i c L 40960 CALIFORNIA OAKS RD, #283 9doBR MURRIETTA CA 92562 we ^i-�r!��e�. •�^ A(!TP(ORIZED RFPf S TIVE ACORD 25 (2001/08) (ITI�J/� �� nc AroRn CORPORATION MAY-10-05 TUE 04:36 PM GRANITE CONSTRUCTION FAX NO, 7607768229 P. 02 BUSINESS LOCA'nUN OUTSIDE CITY LIMITS Tiat 4 4 Q" 78-495 Celle Timpico, Im Quinta, CA 92253 (760)777-7000 CERTIFICATE NO N.rRANsFE RaBLE BUSINFSS NAME,: GRANITE CONSTR, COMPANY BUSINESS ADDRESS. P.O. BOX 50085 WATSONVILLE CA 95077 lid ' ` �dco�- FMuNCli DIAL(M R ➢cur Nnanem Owner; Pletut be menro [hut Issuuucc ore bu,inesa Ileense by the Cily dues not avtllnri/r you to conduct 114liluest In n hnildisep sir leunnt trinct thot Isla out been approved for oectlpseltty by the Building. send %Ifo[v brpatiseicut, try on hnve Lilly (Lip ritit, ns regmirdlog, thii Iscor. or d you sire ant Sure Wet Cerlinvitte ref uceupnaey has turn i%iued for yyour place fir buaiilelf. plea- eullhlct His III ihla nail Surety al ((760)771-70 t 2. Tile Llctnier Illlilied herein IllivilII:Imill it, Illc Cllt' iirlit Quhltll tell rely rttlllll'A. tic 0114v iA herrby gm-ilud tlild lievii itoil) Ininsocl the hnainc- IT ertin ,cl fariti. rur pit Ito Held twitd. In cuufur Lilly At,ilh iho pro Yieiunl or Drdlnuncc No. 1 sir Ihu City, TIdS LiocltAce ix Wood u'Illlout crr111cutioa pit at the Iieeuxc ii subject sister exenipl train Ilan%ing u) lit $tole elfGdUuritla. BUSINESS LIC NO: CLASSIFICATION: EX?IRATION DATE: 2501 GENERAL CONTRACTOR 3/21/06 Exhibit A ON -SITE SECURITY —TRACT MAP NO. 31910 Improvements designated as "Participatory" have been or will be constructed by others. Security for Participatory Improvements shall remain in place indefinitely until called upon or released by City. Monumentation security shall guarantee performance of or payment for the work and shall be utilized or released as specified in Chapter 4, Article 9 of the Subdivision Map Act. As elements of the work are. completed, Subdivider may request a maximum of two partial releases of performance security. Partial releases shall be for not less than ten percent (10%) of the total performance security for the tract and shall not reduce total performance security below the amount necessary to complete the Improvements plus ten percent (10%) of the original amount. Partial releases of performance security will be evaluated and may be granted, in whole or in part, by the City Engineer. Requests for partial releases, setting forth in, detail the amount of work completed and the value thereof, shall be made in writing to the City Engineer. Labor & materials security shall remain in place until 90 days after all required tract improvements are complete and accepted by the City Council. Improvement Description Performance Grading $ 143 13 Street$-996,9290 Domestic Water, $ 348,925 Storm Drain $ 233,240 Dry Utilities $ 362,970 Sewer $ 297,344 Monumentation $ 20,000 Totals $ 2,402,521 Standard 10% Contingency $ 240,252 Total Construction Cost $ 2,642,773 Professional Fees, Design 10% $ 264,277 Professional Fees, Const 10% $ 264,277 Bond Amount $ 3,171,327 Labor & Materials $ 1,431,129 $ 996,929 $ 348,925 $ 233,240 $ 362,970 $ 297,344 $ 3,670,538 $ 367,054 $ 4,037,592 $ 403,759 $ 403,759 $ 4,845,110 TAProject Development Division\Development Projecls\Agreemenls\SIA\SIAs in ProgressTapislrano TM 3191MONSITE SIA.doc 7of7 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 5076 The following shall always apply., ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and .backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker. shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain,the necessary permission. , SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( " N/A ") inches of A.C. paving placed on ( " N/A " ) inches of ( " N/A " ) aggregate sub -base course having an "R" value of not less than ( " N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the, property line and top of the proposed concrete curb shall be graded to a slope of . one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 . DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 ''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. 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 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. ❑ RI BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (T) and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 3 ) inches of A.0 surfacing placed on a ( 5 ) 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.5076 Capistrano / ONSITE STREET / TRACT NO.31910 06015 In addition to the standard permit conditions, the following shall apply: l . 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. Larry Jacinto Construction and Granite Construction and/or Desert Elite. Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 5. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the . work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 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 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 6. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 7. 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.. Special Conditions Page 1 of 5 PERMIT NO.5076 Capistrano / ONSITE STREET / TRACT NO.31910 06015 8. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 9. 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. 10. Any land on which Williamson Act contracts apply shall remain undisturbed. 11. 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. 12. 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. 13. 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. 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. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. Special Conditions Page 2 of 5 PERMIT NO.5076 Capistrano / ONSITE STREET / TRACT NO.31910 06015 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. 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 to 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. Special Conditions Page 3 of 5 PERMIT NO.5076 Capistrano / ONSITE STREET. / TRACT NO.31910 06015 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. 19. 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. 20. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 21. Access and egress to all local properties shall be maintained at all times. 22. 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 %2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. Special Conditions Page 4 of 5 PERMIT NO.5076 Capistrano / ONSITE STREET / TRACT NO.31910 06015 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: 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. 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. 23. 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. 24. 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. 25. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 26.. 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. 27. 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 5 of 5.