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4295
ti I NOTE: With proper validation* ' S' 2 this form constitutes ant CITY OF LA QUINTA encroachment. permit,, APPLICATION FOR PERMIT i$ �j PUBLIC WORKS CONSTRUCTION (ENCROACHMENT).�� \ 4 3F OF TAS9 For 4the 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 r Subdivision Improvement Permit — Class I I I DATE: 01-�07--05 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION RAYXW SANTANA TM 31202-1 and 2 SW CORNER AVENUE 52 & NDNROE ST. IJ (Street address or Description of Location) PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION ON—SM STREET PHASE 1 A 2 DIMENSION OF INSTALLATION OR REMOVAL SEE PLAN SET NO. 04139 AND 04161 SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 01-10-05 FAN 12 2005 APPROXIMATE TIME OF COMPLETION 03-01-05 L� C NAOF N EDEP'Nr ESTIMATED CONSTRUCTION COST $ 6,03..985.Oa T (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify,defend• and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result -of this work. Signature of Applicant or Agent NIESEiRT CHEYENNE, INC. — DUSTY ROHALY 78401 i>WY 1{4, SUITE G, LA QUINTA, CA 92253 760-777-9920 Name of Applicant (please print) Business Address Telephone No. I iRERI GTON DEVMPNENT, IPTC. 40960 CALYFORNIA OARS RD., Mt META, CA 92562 951-677--8415 Name of Contractor and Job Foreman '� Business Address Telephone No. 753190 5091 Contractor's License No. City Business License No. �• INTMTATE FIRE & CASUALTY CO. PGL 1000087 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs hPrivate improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule 18*120.00 Inspection Fee $ Permit Fee 100.00 Penalty Cash Deposit -Surety Bond 2,000.00 if required TOTAL: $ Receipt No. 20,220.00 Received by Date Recorded by ti 4295 PERMIT VALIDATION PERMIT NO. 4295 DATE APPROVED EXPIRATION DATE )% �+/2(-2 DATE ISSUED Administrative Authority r f Telephone: (760) 777-7075 Jan 07 05 02:14p James Herineton 951-600-2611 p.8 DE`C-10-2004,THU 08-34 AM LARRY JACINTO CONST FAX N0, 9097949362 P. 01ia3 Larry Jacinto Construction, Inc. 1 GENERAL ENGINEERING CONTRACTOR P.O. Box 616 - Merdone, CA 92359 Phone (02) 724-2151 Fox IW9) 744 &W Ucd 459116 PROPOSAL GREG HERINGTON 40960 CALIFORNIA OAKS RD, 9 263 MURRIETA, CA. 92562 ATT: GREG Project; TR # 31202-1,-2,-3 & -4 AVE 52 LA OU114TA Phone: 909 677-8415 r-Ax: 909 600-2611 !REVISED Decomber 30. 2DW PROPOSAL NO.; C4-08140 Laity Jacinto Conslniction, Ins. proposes to provide the necessary maladals. labor, and equipment to camPlele the work ou0ined b#10W:._ _ PRICIES GOOD THROUGH MARCH. 2003 THEN l2EEER TO PR®P AL Cd-0814U d Description iViEDGE CURB DET SHT 9 ti CURB ONLY STD 204 WEDGE- 6" C&G TRANSITION 6" CROSS GUTTER & SPANDREL STD 209 4" SIDEWALK STD 400 A"hbib KFAW (5criKING 01VI.Y7 STD 403 6" PCC PAVING W/ 6" C1.2A6 6 - CURB DET SHT 9 WEDGE- 6" C&O TRANSITION 6- CROSS GUTTER & SPANDREL STD 209 TR 31202-3 6" WEDGE CURB DET SHT 9 WEDGE- 6" C&G TRANSITION 6"CROSS GUTTER & SPANDREL STD 209 TR 31202-3 6" WEDGE CURB DET SHT 9 WEDGE- W C&G TRANSITION CURB RAMP DET SHT 9 t]w�yMH UroRs Unit Price Toil 8990 LF 10.7E 96642.50 1390 LF 12.10 16810.00 215 LF 16.06 3450,75 7270 SF 7.70 65079.00 3940 SF Z72 10716.80 a CA 146.00 2405 SF 4.45 CM72.2.25 6690 LF 10.75 60092.SD 80 LF 16.05 1264.00 875 SF 7.75 678125 2611 LF 10,75 28068.25 60 LF 16.05 963.00 835 SF .. 7,70 6429.50 5075 LF 10.75 64556.25 50 LF 16,06 802.50 3 EA 520.00 1560A0 355282,55 INCLUDES GRADE & COMPACTION FROM t OR - -Y SITE TO BALANCE NO IMPORT OR EXPORT LJC 19 NOT RESPONSIBLE FOR 018L.AYS DUE TO "TERIAL SHORTAGES. It 111w tore` tnw the plans as to stops and decide Wh2t tones will be required to meet she tpseit"ic situation. W9 neeq your helg In proswing them as soon as vre are contracted. Proposal condAlons attached as Exhibit "A" Jan 07 05 02:15p James Herington 951-600-2611 p.9 D-C-30-2004 THU 08,34 AM LARRY JACINTO CONST FAX NO, 9097949382 P, W/U3 All work to be completed in a substantial and workmanlike manner according to standard practices for the aum oil: TI'IREE HU14DRED FIF rY-FIVE YHOUSAND I" HUNDRED EIGHTY-TWO b .65 pollars 355,282.55 TERMS: Payments to be made bi-weekly as the work progressesio the value of W% of ad work completed. � ��aa arnoura of contract to be paid within 30 days after completion. Co Any altermtion or deviation from the above specifications involving extra costs will a* be executed upon wdgen orders for same, and will become an extra charge over the sum mentioned in this contract. All agreements must be made in writing. mrnlrr• ra ranacrr . (�xkar lIH A crRsr.:xin lwro+, cowl IAW AU M\xhanR' lrcn tAw. uq roNrnax, Wpca, narwannRm u unm n�nwn my» q vgvr.n s>M a�gPsrM.ro rc b pea rn nt Inmr, c.m..vs n A wrrw, kn r qY1 b rfrnrcM ero t{tml ��lrnfr r� DroFe11K Vb%U till w. YNarar pru.d rWJWKWe4tool Hlmw by N,np, b Mrp Meer mVq Uwl—lit or.yy*orm.rti nn oil" cont(WA PO Ino arrka 1-440NYNIR M . rIF11RM.Rd. tl}CtI. N 9N cn W N pM t/ WRrrR0PW 0t Oa v�+h Morw, un prgMy a n[�aw 1wo,01 014 hrxtluronbovms+rnaeve;+�MnJwglcelnmerrtourrndk�r.:pgmnM ' r�v:M PAM.) u Irr: ro.h�trw � O.I tildt a arwmnrn ay tartlr0a. tw W r.YFUnMI,q: ucum I O*W% b. WnSix"M A 5.1 INrrM+R m nq d Inl ct Tic bl,q pMiM: MM&PQ 4Arr, IACVM r 049PWfd N MAVCO! k 7n Vak Respectfully submitted by. Jon B_ Huisken. Project Manager! Estimator Larry Jacinto Construction, Inc. Contractors are required by law to be licensed and regulated by the Contractor's Stale License Board. Any Question eommning a contractor may be referred to the registrar of the board whose address Is: Cotilmde(>v SW* tkwm Saws ,1020 N Street, SaerarrwmN C%I aain Mal ACCF-P''TANCE: Sy sioning below, Ibis proposal becomes a legally binding contract subject to the terrns and condifions contained herein. ACCEPTED: l]y: Tills: Date:. M Jan 07.05 02:17p James Herington 1 951-600-2611 p.13 utVi- U-A WED .10 , 57 Ail GRANITE CONSTRUCTION FAX NO. 7607758229 P. 04 A'I'TA CN m EN'r "A" PISS 1CH09-:NN1E,[NC B.ARR ..I'AKE, I'RALI 112Q2-.MA3.i & MONROF, STArPT FILE COPY !fin tt IN7A-CA1.1tf)RNIA I?CUMOER 2?, 2004 I 6-YE 52 AND MONR(W CTR F'FI' ITCM N1. 0.43' A.C. PAVF..MFNT 254.000 SF qP $1.42 S360.690.00 IIEM 92 0.50' AGGREGATE DA.SC 234,000 SF Q 0.40 101,600.00 ITF24 13 rlx'M 04 WEEDKILLER A.C. DIKE 254,000 IF ® 0.01 2.540.00 ITEM 95 SAWCU'r AND JOIN 2,700 I,F 110 LF p 4.00 4.00 10.900.00 440.00 ITEM 96 PUT-WRI%F 1'AvEmEgr 129,600 SF a 0.20 25,720.00 ITEM 97 F•ARTHWORK I L.4 a 4S,000.00 45,000.00 ITEM 49 TRAMP CON'1'K01, 1 LS a 20,000.00 20.000.00 SUBTOTAL a-�1• it 11 CE 1 ONS F 1'GMYt I"A.CTOPCOUR.S)i 176,400 Sr c@ 032 56,448.00 ITEM I/2 2" A.0 RAV COURSF,, 176,400 SF a 0.59 104,076.00 ITEM 93 4.5" AGGREGATE BASE 176.400 SF a 034 59,976.00 rIFM 04 WEEDKILLER 176A00 NY (rj 0.01 1,764.00 SUBTOTAL III., IASr 511T M NI 1" A.C. TOPCOUR.SG 9A,300 SF (n) 032 30,116.00 AENt 42 • 2" A.C. BASE COURSE 94.300 SF 0.59 55,637.00 fl .&t 83 4.5' AGGREGATE DASC 94,300 Sr 034 32,062.00 1'li-74 #4 WEEDKILLER 94,300 SF © 0.01 943.00 SUHTUTAL - -0 1 V PRA SIi 3 nNSf f f'. - ITEM 91 I'A.C. TOP COURSE 46,800 SF © 0.32 14,976.00 ITEM (12 2" A.C. nnsr: ccwRSF 46.800 Sr a 0.59 27,61zou fIl,M ff3 4.5" AGGREGATE DASD 16,800 SF (a) 0.34 15,912.00 rfF:M N4 Wkyl)K1LLER 40,900 SF Qu 0.01 469.00 SUltTCrrnl. -� � ' V PF.InSF,,g,QNSITf; II'FM 01 U}EM N2 1' A.C. TOPCOURSG Z' A.C. BASE COURSE 90,000 SF (a) 90.600 SF (u) 0.32 0.59 28,992.00 53,454.00 rl'FAf N3 4.5" AGGREGATE BASE 90.600 SF 0.34 30,SO4.00 n'EM N4 Wf FI)KIU.LER 90,600 SF (�i 0,01 906.00 SURTO'I'AL - -UTTIT56.,w TUTAL, BID STII'lli-A ONS ann .-�Pp. 'IAI. C('hN6ITIo S: ----- S1,060,996.00 ENGINEERING, INSPECTIONS, SURVEYING, PM)tb11T FEES - SOIL TESTINO.- CONS'1'KUCr10N WATER COST - IMPORT OR EXPORT OF FAK'rH MATERIALS - SURETy BOND - SIGNAGE do STRIPING - MANHOLE & VALVE: ADJUSTMENT. SEAL COAT - DROOMING & CLEANING dE rWEEN PAVING COURSES - CONCKI;rE WORK - S.W.P.P.P. & PM 10 - WF,F.KEN1) ousrcoNTROL 2. FINAL BILLING WILL BC nASCD UPON MEASUREMENT Or ACTl1A1, WORK PERFORMC-D AT UNIT PRICES tIERF,fN S'rA'rk. 3. 1NCRGASBS IN MA'1'I:RIAI,ANA LABOR COSTS BLYONDJIMF 3(L 70115 SI-IAi.LBE PASSL•D ON TO OWNER 4. OUR DID INC1.11AF.$'rfl)y.FOLLOWING MOVG•INS A. ONSITE PHASE I do 2 A.C. BASE COURSE I MOVE S. ONSITC PIIASF 3 & 4 A.C. BASF. COURSC 1 MOW C. ONStTE PRASE I & 2 A.C. TOP COURSE I MOVE: D- ONSrrh'PHASE 3 & 4 A.C. TOP COIJR.SF. I MOVB E. OFFSITE BASE-PAVC AND F)CCAVAI"ION • I.MOVE S. ONSITC ROUGH GRADING AND COMPACTION TO PLUS OR MINUS J-NIUf_'E Ti:NT11S OF A TOOT L030� SI TALL UE f'6RfOItM}I) UNDER GRAN=-3 CURRENT LABOR ANI.) EQU1PML-N-r RENTAL RATE-5. 6. BID MAY BE. KEVISED UPON RECEIPT OF APPROVI=1) PLANS. 7. kE*fFN'IION.5'r013E PAID WITITIN TI1IRTY FIVH (35) DAYS AFTER EACH MOVE IN, R. DUST C'ON'l ROL ONLY WI IILE- WOR KING, 9 OWNER SHALL PROVIDE DLSPOSAI, AR -FA FOR OFFSITE EXCAVATION WI'I,EIiN 600 L.F, OP RIW. UTILIZING SELF LOADING SC•RAPL:kS. 0.TE1;M5 AND CONDITIONS Or THIS PROPOSAL NIIALL 13F MCIAMCD IN ANY CONTItACI' P;:FI'ARI:D BY OW'NCRS. Jan 07, 05 02:15p James Herington 951-600-2611 p.11 DEC-29-04 WED 10:57 AM GRANITE CONSTRUCTION Date orPruposal - Dceemher 79, 2004 Proposal Valid Until -Jannita 29, 200c_ FAX NO, 7607758229 P. 02 ca°I nE ]IZZ t PROPOSAL AND CONSTRUCTION SUBCONTRACT GMtNITE CONSTRUCTION COMPANY, hereafter called "Subcotractor," and DESERT CHEYENNE, 1NC„ hereafter called the "Contractor," whose addresq Is 78.401 IIWY III STE "G", LA QUINTA, CALIFORNIA 92253, ATTN: GREG HARRINCTON, CELL 578-3545, FAX (951) 600-26111 agree As follows: I. Description and Location of Work. Subcontractor agrees to perform the Grllowin; work: 13ASE• AND PAVE, TRACT 31202, PIIASE• 1,2 3 do 4. EXCAVATION, OA4C & PAVE AVE 52 AND MONAOG STKr:ET I.ocatud At SOVI'H WEST CORNER Of AVE $2 AND MONROE S17 L•C7', Lt, QUT TACALIF0kNIA. 2. Plaus and Specifications. The above work shall be performed in accordance with the Wlbrwlrtg plans turd SpeWfeations: OFMrE: SIIEGTS 1 MIRU 7 OF 7 SIIE&S; NO DATE: UNAPPROVED. ONSrrE: 9 SHEETS, 6 SHEETS, 4 SIIECTS, 5 SIIECTS: NO DATE; UNAPPROVI:1), MANIERO, SMITII AND ASSOCIATES Such plans and specifications arc, by this reference. Incorporated herein and made o port or this suhcuntract, but are not atincincd. 3. Payment. Con lncnor shall Itny io Subcontractor, W full compensation fur all the work hcnxmdcrthe following amowtt: a. In accordance wIththe provisions or Paragraph 3 on the revp so side hereof, prugrws payments shell be LQOya of the estimate and thu btm of J.5%q per month shail be added to any balance unpaid whe,► due. b. The alcove Prices Shall indu&k, ell applicable Sn16s, Use, FroncKsc, Excise. and odtcr taxes which may now or lrcre» (ter be levied except those speeific:dly excludtul heroin. c. in the evert the above price is a unit price based on gttmnlitics, final paytmcnt shall bo fur Wtued qurnikkA. F"ash pony bcrcto shall diligently wOperala with 010 rVhtx in making a determination ofltnRl qumntilies on completion orall worts heramder. d. This Proposal and Comtruaian Subcxrntractshall be vold ItConrracror Is tumble to dentonstrate to tine satisfaction a 'Suhcontraclor prior to co+nnicncancnt orwork his ability to make payments ror the %nsrk to be performed hereunder in the manner and At the times bet forth herein, 4. Tbae. Subcontractor shall commence work henttnider as promptly ns procttcal Act the rceci* Of writtca ao►ict to pruea:d from Contra, elor And shall complete the work in accordance with the agreed upon Schedule by tend between the Couractor and Subt untrut tor. At the option of Subcontractor, this aoreantu+t shill be void Laml-s notice to proceed is received within tcrt (10) working days l+llowino execution of this agreement by Contreciur. 5. Special Conditions. q SEE ATTACHMENT W � y 6, Snbecn(rnct Documents. The conlrilct dtxtimcnts Shull consist or this Al rcenwot and atlaclbnenu rtuntbcmd. 'A„ Executed at ,California, , I9, If Acceptable, Please Sign Originnl Roil Return. ff by; Slide ornin Con ractoe �S ICE NAmc of (jhVniY: Address: Name of Construction Lender: Address GRANITE CONSTRUCf10N COMIvANY A-CALIFORNIA CORPORATION State of California Contractor's License Nu. 89 Address: 38000 Monroe Strut Win. CA 92203 Phonc: (760) 775.7500 Facsimile: (760) 775.8229 By: JO1JN N. CONOVALOPr Job No.: This Subeontnui'et is Sabject to the Tersirs And Condhoons Appearing on the reverse $lde Ilercof, FORM gas Rry June so, 1ove Jan 07 05 02:16p James Herington 951-600-2611 DEC-29-04 WED 10:57 AM GRANITE CONSTRUCTION FAX NO. 7607758229 P. 03 p.12 Ck:NEML CONDrf IONS I. WORKMA14SHIP AND 6IAIMATA1,S: Subcontractor Acknowledges that it is furtUiar with Jta nature mad location of the work All work shill be redefined by Subcentmclor in a workmanlike manner, and suutuntit' r shall tme le, best skill and judgmCn! In Use pCcfurmanhx of all work under this Subcontric(. 2 C0 A1MFNCEMThf1' AND PROGRW: Subcontractor shag eommuneu the perronnanee or this Subcontract Oa soon as practicable following 1100e:160s by the Colitnutur W do so, and shalt Continue diligently to complete such work in conformity with this agreement end in accordancc with pltini and apcclfications. Contractor shoal establish and ntain(a!n all reserved gates necessary for Subcontractor to perform his work. Stich relmed gazes shall confOnn to the requin:mnis established by the National Labor Rcialiuns uuurd and lot other rqublory ACencics. J. PAYMVNT.S: Conndetor will receive monthly progress paymcau from Owner. Within tun (10) days After Contractor iMivta prtymcnt from Owner, or is scheduled to receive paymcnl in the event payments art delaytsl due (o Uri fauh orneglireme ofeontmclor or otf)er subeuntraaors. Contractor will psy to Subcmuravor the amount which the estimate of Owner shows Subconuaetar has c.lmcd during Ole period covered by Such estlnhatc: provided, however, that ConUaclot.vill reduce each paynnmt to Subeonlnctor by the same retention IlerecawgC a$ ihcCOntlactur's payment Pram Owner et reduced. The amour(: $0 withheld and whidn Are due Subcontractor shall be whhbcld by G0I11raeior until final completion of all work to be Performed by Subcontractor and shall be Paid to SuW mtfwAm within thlity-ravc (35) d?ys aittr eonspactioo orsubcon(tsnor't worst. Progress payment$ shalt not be construed as an Acceplsnce of any wort: use entire work being, stlbjcn to fm.'11 Inspection and Opploval by Owner. As it would he extremely difficult to fix and ascertain the actuAI dranog:s Iho Suhcont("Lor woilld sustain by non-pnyhhMt ormonCys thw t0 Subconlr=or under terms ofdtis or TMelit ut 1hr limes And iA the manna spcciped herein, e is hereby a('Iegd by Uh parlii S htrdo that thit e Contractor shall pay to the Subcontractor In nddipon to all sums due hcrvrndrr The sum orihe percentage per mouth bV1 ford% untkr PJmgmph 3 (a) on the rgcti bettorof p r'Xed AI110Vllf of any ballinte impald when due under this OCfeetnellt. NatltiAg tnnlainud herein shall he dccmed a consent by the Subcontrarloreticnding the due date for payment under this agrcenlent O. CRANCES IN'rHE wORh: Cnnuaclor stay, feOln lime to limo, by instructions or drawings issued to Subcontractor, make change, in the scope pi, wort, issue Additional instructions, rcgtrM additional work or d'ut:tt the omission of work previously ordered, and the provisions of this slibcontrut shall Apply to all such 03aagt:9, modifications turd additions with the same erred as if They were embodied in the original contract 711a price or A formula far cs(abiishing the price fur loch work shell be set forth in a written change TrAkr eid= prier to the cotnnteneeinent of wolk or m won as pructie,t Ifrercafter. in the twenl Ally Condition Inyorid control of ellller party hereto $•hall arise and by reason thtnoreiaims shalt be made by the subcuntractor for adjuninent fo ethmlieasat ern dug under Ohis SvbcortrOcl then in such covens Contractor shali process s hereunder. uch claims to Owner without prejudice to die rlghu of dip party 5. INVUHN1'rYc Subcontractor shall indemnify and hold Contractor harmless 09AaUl ill claims, damAgcSuitt, actions, rocoverics and jud6mcals Arising gran hx out of Any negligence bf CulxOntnao, its ogeuls, CIPPloyees, or subcontractors, in perfanning the work under this subcontrict. 6. RFSPDN$IAt1.rCY FOR WORK: S.ubevnlrtctur shall Dt, rairitm lbic for and shall bear any loss or damage to the work and all materials, supplies, and cgnlPnicnt until eompte(ion of ibis subcontract, unless sue, toss or dnmsae results L'om wlions, fault or nuglicenet: either active erpassivo Of the Owner, Contractor. Ihgir agCntr, employocs, subcontractors, or anyone actipg on Owacr's or ConttActnr's bdlalf. 7. INSURANCE: SubepmfaClef $ha11 Ponintain sueh insurance ns will pmtCm it from claims tinder workmoo's eampcnsatlnn acts and rrom C1aimS for damages beeauso orbodily injury. including dealh, or injury to t;ropetV which IrKly arise Germ nod Slitting the mcration of this subcontract A eeitifrmic of Stich insurance shall by flied with the Contractor if he so fgqucsls. !. 1WAVOIDADLE DELAYS - EXFENSiON DF TIMF-- in dic event Subconlncnm shall be delayed in the performance of the work under this' shhbCon(ratt by ranses beyond the control of the Subcoiitnew and widhout (ho fault or ncgligunec orsubconirsaor, including, but not limited in, Change Orders, Acts or ratio or bf isle public cnel)ty, acts of any govemmenial agency, in eider its snvcrgirn or Contraelu:il capacity, fire Rond, epidemics, Strikes, labor disputes, frciche cmbarrocs, irAlcmCnl vn`athe, m over optimum oisture content of Emilad or bve eoune unsuitable ground conditions or debtys caused by Vensdnr� Contractor. tar other Subdnnlrtelors. Subcontractor shall hare: such Pcrind or tune to eumplete the performance or this subcontract as shall be n—snry as result crony Stich causes. 9. LA1VS AND kCCULAt7ON5: Subconuxtor $1411 at All li icS tonlPly with all Applicable, laws, ordinmccl, slalules, fine and rugulationa of the FeelerAI Government. State, county , Munieirsaiidet or their Ageocies of Government and particularly chow reaululions relating to hours And working0h conditions. 10. BUILDING. rIrRMTCS: Building Permits, Inspection Fees, soils tcA epgipcerin! slatting, r,%-2 rot utility connections or Outer such lintilur ilea, rcquircd shall IV the Ksponsibility ofuthcn. 1 I. 5UDCONI'RACTING: SubeOntl'aclOr Simi) haw the right to subconuaet arry portion Of The work hereunder, and all work performed by subcorstnu:lurs shall be mbjccl to all of UlemppliCable terms And Conditions oftho subcotimpl documents. 12. LIENS AND 17.A1M5: Subconlroetor shall promptly pay vulid claims orall persons, firms Or corporations ptxforming labor or birnishing equipment, materials and other items tested in, upon or fur the work done hereunder. Contractor wa,'r ants thin subcontractors riffhts to e1Cebidie's lien has riot bons and will not be waived tjy Contnulur or anyonu else wiclhout spccile approval of Subcontractor. tjpnn request ofContramur, Subcrmtractnr Agrees to fntni'.•11 (o Contractor rdt:asm ofmcchania's lice conditioned to the extent Ofpaymcnu mceivedAnd which sb,Ul N effgutivc only upon payment. 13. )rAll.VRF TO HAKi PA", ENTS: In the went Cnntracinr shall fail to make payment At the tans and in Else amoti is provided for in this agreement, Subcontractor Slott haw the right to step work. to Stich event all Amounts due Subcdntmcior, including retention, shall immediately become payahlc and SUbCOAlraetof shall have the right io recover all dapra,�cs sirstained by Suix:umrucior as a result orstwh breach of w lA. '1'kRMINATION: In she event Subcontracwr shalt fanvaul by Contracusr. fail I' .perform cry Provision ortilis aVeement and such failure should eonrinuo for frvo (5) days alter receipt of written notice from Contractor, then Contractor Amy terminahe this SubMAtraet and cause the balance or the work to be eanpktew by other pertles. In any such event Irthe reasonable cos( of such comPtcllon exceeds the unpaid balance duo on lho cnntrael price, Subeoofracturahull promptly pay such difference to Contractor on demand. 1S. COSTS AND ATTORN Vg FEES: Shuuld either party bring suit ill eou 1 to ulf msd/nr In Iarccl0.tC any mechanics lien alturte or inlerprot any of the teYnu 1terCof. or tar a brrat h ncereAl; mechanic's to the work done hereunder, the pn-vaiting party shall be ettOtled to Costs and narsonahle atloney's fees, which may bg Scl by the court in the same ac(ton Or in A separate action brought for Thar purpose. In Addition tautly other relief ra which he rwy be entitled. 16. NOTICES: Any notice required or permined hcteuhtdof may be served persnnully on the Superintendent of CunAruction, or on the duly aulhor?" r 1INSVIL16vt vl'lhe Cun(raciorat the johsite, or maybe served by Certified mail directed to Tile address of the party Shown tot the fact orillis subron(rict. 17. ASSIrNMEN7: This agreement shall be binding upon and inurc to the heirs, suecesson and assigns oribe pvties hereto. It. WAIVILR OF RICHTS: Failure to enrolee Ally rights haLunda shall not tvpive any ripil in respect of odrer offUlure oeeurrelves. I?.. J116t15D1GTfOlY: It is unduastood and agrucd that each oad every provon o isir this Subcontract , including any allcgt d breach th_^rcol, shall he c4firornls. rercd it) accordance with the Law. of the state or California born ns and this Subcontract shall be deen1cd to have udv and entered into aI Indio. CahifO Carilensli Law requires the fultuwtng atntcmcnl to be included in a %rrMt n eontraet wFhen the controelor prrfmnu wink Usti, priutc conhrutor within the Scut` Or CArirufnia 10 which (lea written enninci Applies. "('gelratforo Ara rcqufrtd by Ines to be licensed and rccutpled by the Coacirmtor's Santo 11runae Ituard. Any questions eaneeraietg m eoeilraclOr may be referred to the registrar orlbe board whose nddress is: COtrlrrciur's Slntc License Bnard P.U. Box 26000 Satmartnio. CA 95826 FOILW CAs kt'v h,m lU, 1948 Jan 07 05 02;15p James Herington 951-600-2611 p.10 DEC-30-2004 THU 08:34 AM LARRY JACINTO CONST FAX NO. 9097949382 P. 03/03 page 1 of 1 Exhibit A GREG HERINGTON AVE 52 LA QUINTA CondMoas This bid Is based on the following documents provided by OWW/General Contractor. UNAPPROVED PLANS NOT DATED UPDATED THROUGH MARCH. 2005 Decembef 30, 2064 Prolxrral No.: 04-g0.14D This proposal inchsdes the following number of move ins for each work category. Additional moves shag be extra as indicated: Moves included Cost of ed,ftnai moves Curbs. 3 i 2,200.00 Cross Gutters, 2 S 2.2W.00 Sidewalkv 1 $ 1.500.00 Prices are boxed on using the following concrete mix design: RWCO (470-C-25001 SSK Grade rand Compaction Included, grade to be recived + or .3'. Payment to be made on field measured quantities. Base rock Included in prices, unless specirkcally indicated in the bid gem. Shading materials are not Included In any prices, unless specifically indicated in the bid item_ NI permits, bonds, testing, fees, engineering and construction walerto be provided by others. Tralfle Control to be provided by others. If a soparale contract form Is used for this work, this proposal shall be made a part of said contract. Cost of Fugitive Dust "PM 10" Wigation Plan to be bore by Owner. Cost and Responsibility of N,P.D,E.S. Implementation to be bore by Owner. Proposal excludes baokfal. Mot responsible for repair We to vandalism. This proposal expires 30 day from date of issuon. Unit prices to be hold form through: MARCK 2005 Prevailing Inane requirement included: NO Ten (10) % retention to he hold on progress billings. Sixty (fib days foftaaing the date of each billing, Five (5) % of fire melerdion shag becorna due and payable. One hundred hverdy (120) days following the dale of each biking. the remaining Five (5) % shall become due and payable. LARRYJACIMfO CONSTRUCTION, INC. -.�Yp ^t'"��' Si` Ci[Sr"' ..if: `p`i.:i;c'+�:it�:: ' .r =c"a' ti`>::::^• ,.f:'�, '!-sty 1. APPLICATION FOR PERMIT • Date: 1-7-05 Location of Construction:. Rancho Santana TM 3i2:OZ-1 Z SW Corner Avenue 52 '& Monroe.- St-: ' _ Approximate Construction Start Date: 1-10-05 • . . Approximate. Construction Completion Date:. 3-1-05 Estimated -Construction Cost: $ 603, 985. 05 Estimated Construction Cost shall include the removal of all'obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name: Dusty Rohaly Phone,Number: 760-578-3545 Name of Applicant: Desert Cheyenne, Inc. Applicant Address: 7840.1 Hwy.111, Suite .G, La Quinta, CA- 92253 -ApplicantTelephoneNumber: 760-777=9920 ' Name of Contractor: Herington .Development, Contractor Address.. 40960 California Oalcs- Rd. , Mur.rieta; 'CA' 92562 Contractor Telephone Number: 951-677-8415 Contractor State License Number: 753190 Contractor City Business License Number: 5091 0-A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED �4 Applicant or Contractor General Liability Insurance Company: Interstate Fire & Casualty Co. Applicant or Contractor General Liability Insurance Policy Number: PGL 1000087 Office Use Only:.. Inspection Fee: Permit Fee: As -Built Deposit:_ Z _ 000. 00 Dust Control Deposit: Iv t1 Credit 1 C Amount:. 1V 014 FEE DUE: Office Use Only: Assigned Permit Number. Li� Z r Approval Date:. J Expiration Date: Issue Date: Administiaiive Authority: DEC-.29-04 WED 10:57 AN GRANITE CONSTRUCTION FAX NO, 7607758229 P. 02 GRANITE CONSTRUC'11ON COMPANY, hereafter called "Subcontractor," find DESERT CHEYlENNE, INC., hereafter called the "Contractor," whose address is 78-401 k1WY 111 STE "G", LA QjjJN$'A, CALIFORNIA 922.3, ATTN: GREG HARRINGTON, CELL 578-3545, FAX (951) 600-2611 agree as follows: Desel-iption tints Location of work. Subcolltmclor agrees to Perron n the fi+llowin; worts: BASE AND PAVE, TRACT 31202, Pl lASE 1,2 3 & 4. EXCAVATION, DASE & PAVE AVC• 52 AND MONROr; STUTT I.ocated At SOUTH WEST CORNER OF AVE 52 AND MONROE STREET, LA QUINTA CALIT-ORNIA. 7. Plaus and Specifications. The above work shall be perforimd in accONOncc +viih tlic rolluwing plans and spcelfteations: OFrSTI'E! SIIEI;TS 1 T1IRU 7 Or 7 SHEETS; NO DATE: UNAPPROVED. ONSrfE: 9 SIIEETS, 6 SIIEIFTS, 4 Slims, S SHEETS; NO DATE; UNAPPROVt.I). MANIERO, SMITII AND ASSOCIATES Soch plans and specifications arc, by this rererencc. Incorporated herein and made a purl of this suhcunrracr, bill arc Clot littacllcd, 3. Payment. Conlractor shall pay to Subcontractor, as full compensation rttr all the work hcwundcr the following a nowt: a. in accordance with.the provisions of Pvagraph 3 on the revprse side hureor, progress payments shall be t QO q of 1: estimate and the !um of 1.3.1 per month shall bo added to any balance unpaid when duo. b. The above prices Shall include till tipplicahle Sales, Use, Fronchicc, laicise. Ind outer sa Those xpa:;fically exchidud herein. xes which may now or he+cnRti r be levied except C. In the event the above price is'a unit price based on gitvntitics, Pnal payinult shall be for actual RuanthiLA. F,och pally he Fero shall diligently eOoperale with the other in milking a dclenninutiun of final quantities on completion of ail work heraunder. d. This Proposal and Construction SubctintrM shall be void if Contractor Is unable to demonstrate to Ilk s711i9faetiun of Suhcomracior prior to conlnlcncanent of worle his ability to make payments for the work rq be perfortiW hereunder ill the mamlcr v+d at the times Sct forth hurcin. 4. 'Fife. Subconlractor shall cotumonce work hmtaider as promp dy :in prnetleni sftcr the receipt of written notice to prueLed from Controclor and shall canplcte llk wort in accOnlana with the agrcud upon schtYlule by find between the Cotltraclor and Subcuntratanr. At the option of Subcontmcino, this a;redri ens shall Iw void unjust notice to proceed is received within ten (10) working Jays following excculion of this ngrect»ent by Contractor. 5. Special Conditiols. SEE A'fTACFIMENT "A" 6. Sobronlrnet Docurnents. The controct Jucumcntc Shull cl`$lst of till$ Agrcen+ent find vilaehfenis mmnbered. „A„ Executed at , California, ,19 it Acceptable, Please Sign.Orig;nnl ant) Return. Contract By: Slate onlin Con factor's 7�. Name of owner: Address: Name of Consiruction Lender. Address GRANITE CONS'I'RUC710N COM PANY A CALIFORNIA CORPORATION Sinic of cithrorn;a Contractor's License No. 89 Address: 38000 Monroe Strut Indio. CA 92203 Phone: (760) 775.7500 Facsimile: (760) 775.8229 By: _ J011N N. CONOVALArF Job No.: D'lais Subcontract fie Sul>jcct to the Ter 0"d Conditions Appeiring on the reverse Side llereor, FORM 205 nnV June t0. 1998 DEC-29-04 WED 10:57 AM GRANITE CONSTRUCTION -FAX N0, 7607758229 GENi MAL CONDITIONS P. 03 I. WORKMANSHIP AND MATFRIAI,S: Subconlrouor acknowledges that de- is familiar wl "ill the nature and localton of the work All work shall be porrormcd by Subcontractor in a workmanlike manner, and Subcunuat for shalt use Its heal skill and judgment iA the perfurmanw of a)1 work under this Subcontract. 2 COMMFNCEMF.NT AND PROGRESS. Subcontractor shrill colnmunct: the performanu of this subtontron as soon as prOcticob)c following notification by the Contractur to do so, and shall continue diligently to complete such work in conformity with this agreement and in accordance with plans and specification$, Contractor shall establish and maintain all reserved gales necessary for Subcontractor to perform Ills work. Such reserved gates shall conform to the rcquiremcnis established by tine National Labor Relations Board and /of olhcr regubloryagencies. 3. PAYMFNTS! Contractor will receive inearliy progress payments from Owner. Within tun (10) days afk:r Contractor Mvim payment from Owner, a i% scheduled to receive payment in the event payments are dotage) duo to the fault or negligence oreonirnclor or Other subeuntrauors. Contractor will pay in SubcnnlraelOf 1119 Amount which the estimate of Owner shows Subcontractor ha; cgrned during the period Covered by such csilmotc; provided, however• that Contraclor will n:ducc each payment to Subcontractor by the same retention percentage as ill; Contractor's payment front Owner it reduced. Tim amounts so withheld and which me due Subcontractor shall be withheld by Contactor uniil final Completiun ofall work to be performed by SuberntUulor and shall be pair toe emir work within object tvc final i days aftelion eonlpkhon ofSubeonifactor's work. Progress payments Fhall not be canstrae4 as an acceptance of any coed: the entire wank being li Subject uet to anal iItSQCCfroll'and Approval by Owner. As it would ho extrcmdy difficult to fix and ascertain the actual rrumngcs the Suhcontroctor week; sustain by con-p, ytuent of moneys dtw to Subcontractor under teens pfdvis egra0mepi he- the tints and is the manner actual ieddamages herein, it is hereby aonh by the parties h3 (0) thnt the Convector shall pay to the So under in addition to all sums due he the sum of Vic pCrccillage pot month oat forth carer f'arogmph 3 (a) an the face herpp f as a fixed Amount of any balance unpaid when due under d11s apreelnent. Nothing contained herein shall be deemed a consent by the SnbcollimC10r extending the due date for payment under this pgrec11tOn4 4.w , iiANC8S IN 'i i1L WORK: Contractor any, ROM tittle to Tinto, by instructions or drawings issued to Svbcpntroclor, make changes in the scope of work, issue additionAl instructions, request Addilional work or direct the omission; of work previously snared, and the provisions c anghis subcohe scope sell Apply to all such Clwn@es, modificolions and additions with the sarrx e)fect As if illey were embodied in the original controcL Tile price or a formula for establishing the Price'far such work shot) be set forth in a wriilen ch-Inge.order either prior to the contmencc ntnt of work or a soon as practical ificrenster. In the event Ally condition Nyond control of either party hereto shall arise- and by reason thereof claims shall be male by the adjutanent in hereunder, ms to wbcontrador for eomPcnsatinn due under this Subcontract then in such event Contractor shall process such claiOwner without prejudice to the riflus, of he party S. INUMNITY: Subcontractor shall indemnfry mad hold Comraetor harmless agiirlst all claims, damage Suitt, actions, recoveries and judgmunis arising tram or out of any negligence of Subcontractor, its aCenis, CITIPItims, or subcontractor, in b. RVWON5181Li ry fOR WORtc; S.ubcentrtclor shall be responsible for and shall bcvrany loss or siamagening the work e to ther this Workand all materials, supplies, And cgnlPOICA1 until Completion of this subcontract, unless such lost or damoec results from Atxions, fault or negligence either aefwc or pacsivC of the Owner, Contactor. their agents, employL=, subcontractors, or anyone actip� on OwnCr's or Conlrat tor's behalf. 7. 1NSIIRANCF: Subcontractor sliall Maintain such insurance os will protect it from Claims IWO workmen's eomPcnsatinn acts and from claims for damnes bemuse of bodily injury. including death, or injury to property which limy arise from and during the operation of rtis such insurance shall Ill: filed with the COntraetof if he so riqucsts. subcoiltiatt A certificate of S. UNAVOIDABLE DELAYS - EXTENSION OF TIMF,: In the event Subcontractor shall be delayed in the performance of The walk under this subcontract by causes beyond the contrni or the Subcolivaetor and without the fault or negligence of -Subcontractor, including but not limitod to, Chgngc Orders, Acts of Gind, Or or the public coemy, acts of any governmental agency, in either its snvcNirn or contractual capacity, fire flood, epidemics, slfikC$. labor disputes, freight cmbarrocs, inclement weather, over optimum moisture-: content of emend or base eourw unsuiluble ground conditions or delays cause) necessary essary .%result oranactor, or other $ubGoulrvclors. Subcontractor shall have such period of time to complete the performance or this subepniratt is shall be neccsuiry ss result ofnrry Arica causes. NYS 9. ral Go AND kFCate, County Subcontractor $lhrlll at all li"IcS eOnrply with all upplicablu laws, prdinanccs, SWIUIes, rules and rqulations of the Federal CovCrnaatnt State, County , Mwteipalitice or their Agencies of Grrvcrmncni and particularly those regulAtioos relating to hours and working conditions. cq BUILDING be PERMIT$; B. ofulg Permits, Inspection Fees, soils test, cpgiuccrin? slnkiug, fa:s Ibr utility colusectlons of 0111cr such similar items rcquirc4 shall be the rcsponsil>;lity of ethers. 1). SUIiCOWrtACf1NG: SubConiraelor shall have the right to subcontract airy pardon orlhe work hereunder, and all work performed by subcontractors shall be sulijcel to All Or tile applicable teims and conditions ofthe snbMnlpcl documents. 12. LJENS AND CIA 1Mc:.Subcontfactor shall promptly Puy valid claims of all persons, (inns or eorPordlions performing labor or btrn)shing equipment, malcrialc and other items used in, upon of for the work done hereunder, Contractor %van ants that subcontractor's rielits to mechanic's lien has not bent and will nod be waived �' Contractor or anyonu ctce win+Oat specific approval of Subcontractor. upon request of contraetur, Subcontractor agrees to farniol to Contrictur reteascs of meclinnic's lien conditioned to file extent Of payments received and which still ! be effective only upon paymnu 13. FAILURE TO MAKE I'AYMMiV'1'S: In the event Contractor shell fail to make payment at the thus and in live amounts provided far in this Agreement, Subcontractor Shall have Lite right to step work. hh such event all amounts due Subcdntrnclpr, including retention, shall immu:diatcy bccotnt payohle and SubC0Alf3CIof shall have the right to recover nil damp�cs sustained by Subcontractor as a result of such breach of eantraci by Contractor. 14. TERMINATIONr In the event Subconinclor shall fail to perform any Prtwdsloil Df t1lis agreement and such failure should continue for rive (5) da after ys r r:ccipt oi'wrinns notice from Contractor. then Conirdctor.may terminate this subeoolrna and cause the balance of the work to be completed by other parties. In any such event, if the reasonable cost of such comPlclion exceeds the unpaid balance dou on the rontrpet price, SubcarinCwr shall promptly pay such difference to Contractor on demand. IS. COSTS AND ATTORNF,Y'S PEES: Should either putty bring suit in eouil 10 e+lfurco or interpret any of to tern)$ hcfCof. Of fur a breach thereor, and/or in t"orcclosc any mechanic's lien attributable to the tvnrk done hereunder, the Prevailing party sliall be entitled to eosis and rrlsonahie a, rucy's ices, which MAY be set by the court In the same action or in a separate action brought for that 1fi. NO fICES: Any noticd rcgyired or pcnnimed hetCundat action be served purpose, in addition to any Other relief to which he may be entitled. rlprtst:nlative of The Contractor at the lisite, y porsonutly on dse SupCfinlCndenl of Construction, or on the dU1y aartorizel or Itny t>< served by Certified mail directed to the Address of the party shown on the face of this subcontract. 17. ASSIGNMENT: This agreement shall he binding upon and illurc to the heirs, SuCCessars and assigns of the parries hereto. 18. WAIVER OF RIC'HTS.- Failure to cnfaree any rights hmundtr shall not wpivc any rirJilg in rulpect Ora ther or future occurrences. 19.. J11Rl5DiCTION: 11 is understood and agreed dial each end every provision of this Subcontract , including any alleged breach thrreM, sliall he inlrrprcted if) aecordpilte frith Uie laws of the State of California and this Subcontract shall he deemed to have been mpdu and entered into at Indio, CnlirOmip, Califoniii Law requires the fulluwin,; suhtemeni to be included in a .mitten contract when the contractor pcifmno work as a prone by x colnmelerwithin the $lots Of Cnliforriia Io which the written contract OPPlies. "Conlrseforit aro regafred by law to be licensed and regulalthe Contractor's State l.icem Dual -it. Any questimts conrernirtg a conm tractor ay barde referred to the registrar orthe board whose address i.c; Con)raclor's Slnfc License Rnard P.O. 80.4 2600f1 Sacrtmcnlp, CA Ped26 F01L01205kV'V ha*1u, i7na Vtt;-ZJ-U4 WED.10:57 AM GRANITE CONSTRUCTION, FAX NO. 7607758229 n'TrACHMFNT "A" AID, PRQI?Q�AI�R �C. FR'f C1ICJQNFJC, MC 12W"MAr,Nv_r:. 7'RA(�T 11av2 &Yru2-Ba MONROF, STRFFT L&I LIMA -CA 1.1T;ORN1^ J2L•CF.M[�ER �9.200d 1 AyF 52 AND MONROF CTRFF1' ITEM 91. ITEM 92 0.43' A.C. PAVEMI:N'r 0.50' AGGREGATE BASE 254,000 SF [lp 254,000 SF ©Q $1.42 DA0 $360,690.00 ITEM 9) ►'IX'M #4 WEEDKILLER A.C. DIKE 254,000 SF © D.01 101,600.00 2.540.00 ITEMN5 SAW(;UTAND JOIN 2,700 1,17 @ 110 LF a 4.00 4.00 10.80D.00 ITEM N6 ITEM N7 I'i1I.VF.Ri2E PAvE:MENNr F'ARTHWORK 128,600 SF a 0.2q 44U.00 25,440.00 25,720.00 ITEM NS TRAFFIC CON'l-ROE, i LS a a5,040.20 I L.S « 20,40D.00 45,000.00 Si1R1'01'Ai, - 11 PHASE I ONSITF ITEM 41 ITEM 112 1' A.C. TOP COURSh 2' A.C. RASP COORSF, 176,400 SF (r0 032 56,448.00 ITEM N3 n'fM #4 4.5" AGGREGATE BASF 176,400 SF 176,40D SF « 10.59 0.34 104,076.00 S9,976.00 WEEDKILLER SUBTOTAL 176,400 tiF @ 0.01 1,764.00 111 PlIASr 2 ONSITr: ITEM111 ITEM #2 1"A.C.TOP COURSE 2" A.C. BASE COURSE 94,300 SF (f3 0.32 30,176.00 TI}M #3 ITEM 04 4.5" AGGREGATE DASD 94,300 SF (r3 94,300 SF g 0.59 0:34 55,637.00 32,062.00 WFEDKILLER SUBTOTAL 94,300 SF @0.01 943.00 . IV PI IAs 3 O auE ITEM91 ITEM 112 I"A.C.'TOP000ILSE 2' A.C. BASF COURSE, 46,800 SF a 0.32 14,976.00 1'Il{M 03 rff,M#4 4.5" AGGREGATE BASF 46.800 SF « 46,900 SF (� 0.34 0.34 27,6i 2.U() 15,912.00 WEEDKILLER SURTOrrAl. 46,800 Sp Q 0.01 __3y 468.0D "'wu V rlWvF,-4,ON31TG rl'F'M # 1 rI'FM #2 V A.C. TOP COURSE 21 A.C. BASE COURSE. 90,¢00 Si' (u; 0.32 29,902,00 n,FM #3 ITEM 04 4.5" AGGREGATE BASE• 90,600 SF 04 90,600 SF « 0.59 0.34 53,454.00 30,804.00 WF FOKILLER SUATOTA L 90,600 SF @ 0.01 906.00 TOTAL BID s rrrul.A1'rAnfS and tiPP. . CONDITIONS: 'IA1 $1,08Q98b.00 ENGINEERING, INSPECTIONS, SURVEYING, PtRMI'r FEES - SOIL TESTING.- CONS'IXUCr10N WATER COST - IMPORT OR EXPORT OF F.ARTH MATERIALS - SURETY DOM - SIUNAGE & STRIPING -MANHOLE & VAI.VI ADJUSTMENT -SEAL COAT- D):OOMING & CLEANING HEI'WEEN PAVING COURSES - CONCRF'1'1: WORK - S.W.P.P.P. a PM 10 - WEEKEND DUSTCONTROL. 2. FINAL BILLING WILL BE RASED UPON ML'ASURE•MENT Or ACTUAL WORK PERFORMED AT UNIT PRICES NFRFIN VA-I-E. 3, INCREASES 1N MATERIA1, AND LABOR COSTS BLYOND JIINE 30. 20(h SHALL DE PASSL•D ON TO OWNER 4. OUR DIDINCL;Jr)PS THF;fOLLOWING MOVI:.INS A. ONSITE PHASE I & 2 A.C. BASE COURSE 1 MOVE B. ONSITE PIIA.SF 3 & 4 A.C. HASF. COURSE I MOW" C: ONSITE PFIASE 1 & 2 A.C. TOP COUR5E 1 MOVE D. ONSr1 Ii PHASE 3 & 4 A.C, TOP COURSF. 1 MOVE E. OFFSITE BASE•PAVE AND FXAVATION I' MOVE 5. ONSrrG ROUGH GRADING AND CUMPAC710N TO PLUS OR MINUS THItEF T1:NTI IS OF A FOOT &30) SHALL" PERFORM}:1) LINI'ER GRANITES CURRC•N'r LA130R ANI.) EQUIPMENT RENTAL RAPES. 6. BID MAY lih RF VI.SEID UPON RECEIPT Or'APP(tOVM) PLANS. 7. RI:I'F.N'I'HON.5 TO BE PAID WITHIN TI IIRTY FIVE (351 DAYS AFTER E'ACII MOVE IN. A. DUST C'ON'I ROL ONLY WIIILE WORKING. 9 OWNER SMALL PROVIDE DISPOSAL AFWA FOR OFFSITE EXCAVATION WITHIN 600 L.F. OF R/W. UTILVING SELF LOADING SCRAPERS. .IQ -TERMS AND CONDITIONS OF TIFIS PROPOSAL SF TALI, BF INCIAME-D IN ANYCONTHACI' P1:FI'ARI:D BY OWNERS. P, 04 DEC-30-2004 THU 08:34 AM LARRY JACINTO CONST FAX NO. 9097949382 P. 01/03 Larry* Jacinto Construction, Inc, GENERAL ENGINEERING CONTRACTOR P.O. Box 616 - Mentonc. CA 92M Phone (B"ti0) 724-2131 Fos (8§) 794"2 tic# 458118 ..._ PROPOSE ��.. OREG HERINGTON 40960 CALIFORNIA OAKS RD. 9 263 MURRIETA, CA. 92S62 ATT: GREG Project. TR # 31202-1,-2,-3 & 4 AVE 52 LA GUINTA Plum: 909 677-8415 FAX: 909 600-2611 REVISED December 30, 2004 PROPOSAL NO.; C4-0814D Larry Jacinto Consinactlon, Inc. proposes to provide the necessary malerlals. labor, and equipment to complete the work oullined below: - PRICES GO®D THROUGH MARCH 2003 THEN SCFER TO PR QSAL CA-08149 WA Description Qua Units; Unit Price T®tAI TR 31202-1 6" WEDGE CURB DET SHT 9 8990 LF 10.76 96642.60 6" CURB ONLY STD 204 1390 LF 12.10 16819,00 WEDGE- 6" CAG TRANSITION 215 LF 16.05 3450,75 6" CROSS GUTTER & SPANDREL STD 209 7270 SF 7.70 55979.00 4" SIDEWALK STO 400 3940 SF 2.72 10716.90 ACCESS RAMP (SCORING ONLY) STD 403 3 EA 145.00 435.00 6" PCC PAVING W1 V' CL2AS 2405 SF 4.45 10702.25 TR 81202-3 6" WEDGE CURB DET SHT 9 6690 LF 10.75 6009210 WEDGE- 6" C&O TRANSITION CROSS GUTTER & SPANDREL STD 209 80 LF 87S SF 16.05 7.75 1284.00 6781.25 TR 31202-3 6" WEDGE CURB DET SHT 9 2611 LF 10,76 . 28068.26 WEDGE- 6" C&G TRANSITION 60 LF 16.05 963.00 6" CROSS GUTTER & SPANDREL STD 209 835 SF 7.70 6429.50 TR 31202.3 6" WEDGF- CURB DET SHT 9 5075 LF 10.76 54556.25 WEDGE- 6" C&G TRANSITION 50 LF 16,05 802.60 CURB RAMP DET SHT 9 3 EA 520.00 1560.00 355282.55 INCLUDES GRADE & COMPACT= FROM t OR-.W SITE TO BALANCE NO IMPORT OR EXPORT UC IS NOT RESPONSIBLE FOR DELAYS 13111E TO MATERIAL SHORTAGES. situation. Wq neeq your help In 0rocu ft thane an aeon as we am contracted. Prqposal cond4lons attached as Exhibit A" .1-mcr �x - �!- v � XUOM-- Aw— . —. . — '—* . -- .—� - 2 3. 4 PERMIT NO.4295 4 Rancho Santana / On -Site Street / Tract No. 31202-1 & 2®� In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. Herington Development, Inc, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. This permit or copy of it shall be on the work site for inspection during the actual work performed. 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. 5.. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer I. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 6. Prior to performing construction work and closing any lanes in the Public. Right of Way, the permittee shall call the City at (760) 777-7089 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 7. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 8.. 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 1 st 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 riot permitted on any Arterial street (ie street with more than 2 lanes) before 8:00 a.m. Special Conditions Page 1 of 5 PERMIT NO.4295 Rancho Santana./ On -Site Street /.Tract No. 31202-1 & 2 9. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way. 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. 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 14.16.29.0 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. Pursuant to Section 14.16.370 of the La Quinta. Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public.Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Special Conditions Page 2 of 5 PERMIT NO.4295 Rancho Santana / On -Site Street / Tract No. 31202-1 & 2 Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the. lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If.any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 15. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. Special Conditions Page 3 of 5 PERMIT NO. 4295 . Rancho Santana / On -Site Street / Tract No. 31202-1 & 2 16. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 17. Access and egress to all local properties shall be maintained at all times. 18. 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 1/4" max medium asphalt concrete as the base course lift and a City approved''/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. 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/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. Special Conditions Page 4 of 5 PERMIT NO.4295 Rancho Santana / On -Site Street / Tract No. 31202-1 & 2 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. 19. 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. 20. 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.. 2.L The City of La Quinta reserves the right to revoke, suspendor void this permit at anytime. 22. 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. 23. 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 City of La Quinta /� • The following General and Special Provisions are attached to and made a part of 11, Permit Number 4295 �� %0 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 ('/4") 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 '/z") 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. ❑ RI 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 pavemenfexceed 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 ( ** N/A " ) inches of A.0 surfacing placed on a ( ** N/A ** ) inch (** N/A ** ) aggregate base shall be placed no later than ( ** N/A **) 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.