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3337NOTE: With proper validation this form constitutes an encroachment permit • CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE: 11/9/00 Subdivision Improvement Permit — Class III Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Westward. Ho west of Dune Palms Road — TM 29563 (Street address or Description of Location) PURPOSE OF CONSTRUCTION Sewer/Water/curb & ftutter Sketch (attach construction plans if appropriate) yavine, and sidewalk DESCRIPTION OF -CONSTRUCTION See Attached Conditions DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION 5/01 ESTIMATED CONSTRUCTION COST $ (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 }1. La Quinta and to pay for any additional replacement necessary as the result of this work. Signature ofo pplicant or Agent Century Crowell Communities 909-381-6007 Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. 714188B 02120 Contractor's License No. City Business License No. Golden Eagle Insdrance i\1WC544Q68-00 Applicant's Insurance Company Policy Number 1y"1 s` �1 FEES: Subdivision Improvement Permit — Class 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ 5,805 Permit Fee Penalty Cash Deposit -Surety Bond if required 1)lancheck(3.000)credit TOTAL: $ 2.805 Receipt No. Received by Date Recorded by NOV 2 0 2000 174 Ut- LA QUI NI 3337 PERMIT VALIDATION PERMIT NO. 3337 DATE APPROVED 11/9/00 EXPIRATION DATE 11/9/01 DATE ISSUED-1 11/13/00 Ygy hry ' e' Administrative Authority Telephone: (760) 777-7075 V With proper validation this form constitutes an encroac;ment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS 11/9/00 Subdivision Improvement Permit — Class 111 DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Westward Ho west of Dune Palma Road — TM 29563 (Street address or Description of Location) PURPOSE OF CONSTRUCTION Sewer/Water/curb & Rutter Sketch (attach construction plans if appropriate) navinR, and sidewalk DESCRIPTION OF CONSTRUCTION See Attached Conditions DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 11/00 APPROXIMATE TIME OF COMPLETION 5/01 ESTIMATED CONSTRUCTION COST $ (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 ofi�Applicant or Agent Century Crowell Communities 909-381-6007 Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. 714188B 02120 Contractor's License No. City Business License No. Golden Eajde Insfirance NWC544068--00 t Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class III OAID Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ Permit Fee 51805 Penalty Cash Deposit -Surety Bond (3 ODD) if required Plancheck(3:000)credit TOTAL: $ 2,805 Receipt No. Received by Date Recorded by NOV 2 0 2000 y PERMIT VALIDATION PERMIT NO. 3337 DATE APPROVED 11/9/00 EXPIRATION DATE 11/9/01 DATE ISSUED ) 11/13/00 �,AiAfvl' 6 Administrative Authority Telephone: (760) 777-7075 NOV.-09'00(THU) 11:29 CENTURY CROWELL COMMUNITIES TEL:909 38I 0041 P.002 .26.0 .7? 7-- 7/Ss ti f ------------------T-------------------------------— — — — — — — — — — — ------ NOTE: With pmwr "Ildnion this tom connitufasan CITY OF LA OUINTA encroachment permh APPLICATION FOR, PERMIT PUBLIC WORKS CONSTRUCTION IENCROACHMENTI 0 For tM eona n diem •of public at priwae r>arbe. dritwor s, Past --n 5, sWeveelks, fwrkhq loss, sewers, seater mains and other like public works improeemenTa in ounneclionwidt MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS /I' - v ,9 ,o ,tc7 ' Z Subdivisim+ Improvement Fartnh — Cim III Miner ImoMzg1ma Permit CIM 1V Ismen ewes or Demilreoe or Lamsioa l WA;tPU OSE OF CON9TR «h' 44 Sketch (enach construction plans N epproprlate) l r DESCRIPTION O ONSTRUCT10 5FNC A�� DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APP DXIMATE TIME WI4XNWORKVflLL BEGIN ?' w APPROX IMAT IME OF COMPLETION ESTIMATED CONSTRUCTION COST $ tlncludirq removal of all obetwction, mawl8ts, and debris, buitillingL map- pactlon and placim penrgrnnt mwtedng andlor raplacini; iarlp►oaerraantsl In camideration of the granting of this on,, iL Ow apoliwant Iwrebv acre" to: I I" .. lrv, 4bq&W end Are pM Gtr. IM _WO _bed aaamt, effk-*, r.prtaanetlaas seem www"awe, harmlm testes aces agnuml ww a,d 811 prrallies, libataa or lose eawealre Iron eseiow w colts wom and rhlne out of area wA dwry hm or eMwga is pereem or asaeaAY +awgenins or ommiaa as a prerirwo mmk of e , oera undrwelwa uwdar dw wnrah Wwud Awnum To ThM eselftftn, . ' ' NeterT tfr, AbaialtrAlra Auft fa► w Mesa heeweptsew C41 Iwter it adeallal Of the tires aatan set 10111 tse ete101L Cow0v s11A as walkable Chi D dlr.M OM sans grad aaeldldew of ft P"veh eae ell saolleebb Prices WO IeelrfOWM Of tie Oh OI Ls md"ft ww so fan for sew awwwwl nPlamm" ns"wry in aw nnaltl of *6 ewrt� SigfYTl•',`� rat O� — 1 v i Name of APpllem playse print) amine Address Telephone Na. - Name of Co(an nttrractor and Q*1op Foreman Bu» naes Address Telephone No. CentraattaIt Li recce No City Butilrse Liana Na �,,� Egw&N� 5S/S/46-00 Applicant's Insurance Compapfl Policy Number FEES, Subdivision ImprovementPeemit -Clip III Public Improvements: 3% of eatirrwtad comteuevion costs Private impronngents: 3% at estimated conitruetien cone Minor Improvement Permit ; Class; IV: Sao attached sehntule Inspection Fes S FO Permit Fe: Pmdttr Carh Depoik-Surety oOq �� it required 0 TOTAL! S ' 7,0 - Q Receipt No. Received by Date Recorded by 2774 PERMIT VALIDd PERMIT NO, DATE APPROVED EXPIRATION DATE DATE 155UEo By Telephone: (e19j 777-707S a DU ol Zr iniafnfive Authority NOVA 9'00 MU) 11:28 CENTURY CROWELL COMMUNITIES TEL:909 381 0041 P.001 TRANSM•ITTAL - CENTURY-CRO` ELI, (0MNIT.1NITiES � (LYRILZ .i:Q1t aee Raotl 2f1LGt/.ZYJ , . 1 535 SOUTH "D" STREET SAN BERI AP.DE O, CA 92408 (909) 3 S 1-6007 FAX (909) 381-0041 Page i of AC� DATE: / .2000 TO: NA,i\,M: Altll_ — FAX NUMBER: i __.7 �s FROLI& N.,OyLE DEPARTMENT: CENTURY CROWELL CO,NI)NIUNITIES c_oivt:VlT1v rs: Ul-.'t✓.�: GL.� If vnrl lQVe [rriv ques[ions or re_quirc addi[ional infarma[ion, please call me a[ (90oj )51-6007, Thank VnU, QgTr,�4i�0(TUE) 08:11 CENTURY CROWELL COMMUNITIES TEL:909 381 0041 P.001 Ocrober 17, „000 MEW � �t�,. r% Century Crowell Communities OCT 94 M mr$'a 1535 South ` D" Street San Bernardino, CA 92408 PUBLICWORKS Aaention: Tracie Passalac%ya Re: Tract -r 29563 - La Quinta Dear Tracie: We are ?leas ad co quote the above referenced tract, and our pnces arc as follows. . , 5 31.00 5 5 c02.00 /& al, 83 1,742 LF 8 V C P Pipe � a 6 )~,a 1�lanholCs 1,990.00 11,940.0, 398 3C FA 4" Laterals 6:0.00 18,3OO.00 S==' al Encasement Per CV%V'D Specs. 4.500.00 24 $?7 TOTAL . 99.742.00 6, WATER-, 174 LF 12" Ductile Iran Pips S 1?5.50 S ?1,3�7.A0 1,090 LF S" Ductile Iran Pipe. ?fi.04 ?5,340.00 6 EA 6" Fire Hydrants ?,045.00 15,87Q.t)C 3C E.� 1" Sa-viccs 275,00 TOTAL Our eYc:usio is, stipulations, and terms are attached. S;iould you require additional inzorratlon or have ka�,—ao� l, picas.- call. V:ce reSiac it p (ggjPC)( ;!786 • INDIC, CALIFORNIA 92202 - PMdN1E 750.109-5 94 + FAX 76t)•399-5481 � (IC. lt251 f r bl 4l�ox .'ARE Wrila' mwoidwy as3o bfx seo-3aa-Papa ric• "Ple.e Ott 3c FY G G%f � 1rY "iEFT- t . $. EjnecrjQ Itou blb� 1 �., pnr.:�jc jsvL burr. aQ'flfl 2 13? ?f} h C b b Etc 2 ? 1'ofl 2 )TCQS'Oo tj.. 5'_6 �G t� w Cr! L�IIi)t�;i1S i ns IcEc:GUCcq "G� 3�: C�Rt �1SCt2 VtK L`2 tojjOM,? Dcn Zt47Ctc . W�csG'4A. ?m Hr'tv:r Tuo, Cy �Sqo$. 1 �i1 2onrp r ull 2"IV ��J7LlfL71 �tQ,tti6 f 1 fwt3ii7L;7lTiTJlIG7 pcsopct 111 1.1000 I)flBrac AtIDUK2 ou s '1 lb -IC Ulf Me HEUuk-b �tzo'�� ,0� ll.El fig. E, iEi�, ffSJ C�O;'EI'ta C0;1;�� iPl lc2 iEf -aoa 281 04iI b' DDI OCT.'?24' 00 (TIJE) 08 :17 CENTURY CROWELL CONIMUN 171 ES TEL:909 381 0041 P. 003 �sap-o'-CC 07:Niq,. :ram-COOLEY C0"IS1UCTIG'i INC, t760249ltba I-db1 Y utiva e-dad Coolev tw01PdST1t6,ittt;T6om imc. LICENSED CONTRACTORS Aspbslt Paving, GrAding, Underground CA Lie- s:3480341 AZ 1-Ic. 0 1USS71 NV t,ic. v 0030743 aina on35744 18533 D Street P,O. Bux 1341 Victurville, Ca.92392.0863 Tetepnone (760) 245-1377 Fax (f60) 245.7254 1AY i:. ]AMINSON 111 C'EN"URY }�CiviES " Data: 09107120QD 1535 SOUTH D ST. SUITE 200 From: Tommy Yraanp SAN I3SRN''-kRDT O, CA 92408 Quote No, 4766 Phour 909-38i_6007 Fax 909.381-0041 ^We propose ttr furni5b you labor and Tnaterial in strict areordance with The piuna Ind .ypeciflvuOOna ae'Pottcws; T1L29S63 ALISO DEX. REY w Es WARD HO.4.ND DUNES J'A1MR OAD, LA QUI.NTA p p OSA SUMMARY { OFFSITE AC PAVING 20,052.32 ONSITE AC PAVING 60,086-90 etal Pra otsal Price 80,135.3' ltvrn No. Glescriptivin _ �Quantity U/M UnitPrice Total Price OIFFSITE A}� PAVI G 1 OF'SITE AG PAVING 1.0 LS 0.000 0.00 1A SANCUT AND REMOVE 1OF AC 1,1290 LF 2.000 2,258.00 1$ Flh E GRADE SUBGRADE 9,245.0 SF 0.075 693.38 1C 4" AC OVER 6"A13 t 0,245.0 SF 1 "650 15,254.25 10 WE.ED KILL 9.245.0 SF 0.011 101 70 1E TRAFFIC CONTROL 1.0 LS 500,000 500-00 1F STREET NAME SIGNS 5.0 EA 195.00Q 975,00 1G PAINT STOP BAR AND MARKINGS 10 EA 90.000 27000 'Total OFFSITE AC PAVING 20,052.32 .2 Oi—AC, PAVING Y 1 OtISITE AC PAVING 1.0 LS 0,000 0,00 1A FINE GRADE S1100RADE 47,932.0 SF 0 065 3,115.58 18 _ 3" AC OVER 4.5 AEA 47,932.0 SF 1,1W 64,153119 1C W=ED KILL 47,932,0 SF" 0.011 627.26 i 1U MOBILIZATION ON5ITEIOFF51'E'E 1.0 LS 2,280,000� 2,28000 'Total ONSITE AC PAVING 60,085,99 (Cantinwed on nest page) TERMS FOR PAYMENT i. ur111366 ahwwl 1e speciled in w ",ing and acknomadgut oy txan Wies to IN% contract, payTro t6 on accounts ahail oe MOOO wil'%n wrol (7) dtjYt from M;iol Inwira for 1oc%of unpa'd ba!anca op fhis,Wtract, 2. The,p ;.-#jgrapoza1 is firm, If Ruyan Signs Or+d re!urns tnir, f.r a) wish r; fiieen gays of rapt 3. lnt> rest on drrGrlC{"ulrt balances shall tx ut thb'ratb 1'�°� par arnum TERMS AN13 CONDITIONS t Seller oriam al: prao;rcta agarnxt OL-(WS of matanal W10 workmanship for d Period Of one (1) year 2• Quantitiee and wt•+ghts sh0:wn ar, o6tjn 4-_ only. A iy rncrGaoo or docrk�isp in quantum tied to' Mat0nQI+:3t1usily Qeltunarea erd/ar )i',stallad.mll be paid by unit price b•d par iwm unle" bid is lump sum. 3. Shwtd etcher party to mia contract D0 requlrW 10 secure the assiGlamcA or 100a1 counM01 and/or rrocexd W litigation to anion; a it* terms and conditions of thin contract and/or pratrxt (nbr interests and rights trweyndtur t,olh pudiL. haMby agree [rat tha mrvviilh o oar v shall nor antitlki to qn ;*Amrd nt rr*t And rp-AKM IA VnrnrNA rAw G 40 G 00 Zy9 CZ 1VIO—L C 1141vb�) 0- c9 O0- 0�9 V3 � Danl o,r,�as -LTIen U�17 L tl - co 00 14! v / �•� � rL Ills c 'dls GO Cw3 y co GCE Z ` ] Z ^IV, CUB: C L:Jb 9: ! CC CZi~ CC 0� 3s Z� >iOHI .,ZL dye d' 00'9L9 c0 9 9 y3 L335 ON: 033 0vw'ld Z,L N Srb ,V� 00 99�'� C)C Z Id_'1'j Z�-Iv SL'f ,9 �J17 iCv'G v '.1) 1'� a i ;d'd 6.rHIJ rJ//CI�V -07 c �VV G�t3 6 co rr� �i rIZ ill �i't�GUZ C��lC7 9L V� •` " Nal11 % ZI 110M �+� {// 'No0 00Z L OQ (BOG' L S i ail a1�d 3i+�fi Wfl L al�U rtn �_ bonduosacl wall c996F viv,no vi s�WCH ,\�An ".N-3o 60CLb30b 'Gcl ieso oici Lof ddd: y0'0 CCN I '.I pa e) (�g z da, ,� I t : 0 1 VOW S31110110M 113AHO ADIN30 _1: 80 (3,11) 00 ,t,Z y,,130 ZOO 'd NO 182 606 :111 QCVIL24' 00(TUE) 09:18 CENTURY CROWELL COMUNITIES TEL:909 381 0041 P. 004 • JCS—c u—GUUu i iuix uc ' uu F i i i-nAv. i jnv : ii i U tjuii j 1 1 1 to nu, . uo t J-71;1jue- 1, I to � y LOP T onto C onstruction, Inc., GENERAL- ENGINEERING CONTRACTOR P.O. Box 51 S • N entoma. CA 92359 Phone (909) 704-2151 Fax (900) 794,9382 1-10 458118 PROPOSAL Prona 009-3816007 CENTURY HCHES FAX 909.381 0041 1535 SOU i H 1'[ i" STREET SAN BERNARC1NO, CA, 92408 ATT: JAY JAMISON ! TRACIE PASSAL-ACOUA Project. TR # 29563 September 25, 2000 WEST WARD HO DRIV5 PROPOSAL NO - CO-0923 LA QL INTA s Larry Jacinto Construction, Inc, proposes to provide the necescay materials labor, and equipment to complete the work outlined bolow:---- 911.g txcrl tlA 6" CU 18 & GUTTER' d" OR )SS GUTTER & SPANDREL CURE ONLY @ PANDREL 61 DR VE APPROACH q" SIC EWALK ACC,ESS RAMP (SCOR,NG ONLY) a•' ME QIAN CURB ONLY Proposal conditions attached as Exhli it "A" Quantitv Unite Unit Price Total 3050 LF 6,45 25772.50 3015 SF 4Z 12813.75 266 LF 6.60 1756.60 3000 SF 2.70 10773 o0 7161 SF 1.9l3 14178 78 4 F-A 95.00 39Q.00 146 LF 765 1 i6 90 667�3 All work to 00 a)hlpleted in a substantial and workmaW ke manner accordinq la standard practices for the sum of�w^ �• �� S Xti'-!i.�, , HOL SAND SEVEN HUNDRED NIN'1' & 53 Dcllars L>`.. -,6,790.53 TERMS, Payrr ents to be made bi-weekly a the work progresses to the value of 901to of a(! worx completed Tho arnoot of Conti act to be paid within 30 bays ,1f or completion. Any alteration c r deviation from the aGove spaeifiralions involving extra : oMs will only be executod upon wr4kin ar-Jers fur same, and will tecoh'ta an extra charge over the sum mentionoo in this rentrazt &I agreements must be made in wr,.ttrg �tiarr=.a to cwrrc3- t4+•;:: "r 10 �.�cnrs,rorr. rr^nryca ;�r.i �:'•:ar IqJ Av a�ya<tY �.,,n law. a�/ wn. BVu •. rent. m.iW"i11',N!, �; c,rt rw�.w; M n 0hr: t c ",�rrw 1 YN,r pfap�rry Ind ,1 no! pan NI 1,1 vFy, eer.•0, . PI me�llw �.� A'u'•� lu am -^Ca r, . e�rp° vOrral A,]t AItJ+ v JS�a':r•^ •°w r0,1T yp�elw tw �rnA ,petn,; aucn cl►.n1+M►^J�Un M6 r,7,,'lig11 %icelw"A AArr•i)ru eaemeitat Iva amnm 01A av1,T.:?I 0 A ^ Or' f.an 11100- A 116. i11,c• n rpn C,40111q C11111r e, [It, i,41M1 W:.': * -!-r 00y+v1 r P i-1,a 0 Jna rngl,d nQ P.11 a 4*ALIJ ors parmort 1 ;,%qq Pr11CK?'7rq r !w. .4xj ia,J wnv eta i k o Y,1 wjoinM w t^ar•'rri h'7af...: VlPr n.; 1"A^•ia fnt �'IM6,.,1.. In aaCr onparrZ t15 uonO rcd•;,e "TU"t".1 4-6 f "o; '4 t Ors: ,':1 1n{ IAtt,,.nl n Wn el'6. 4. 1,>!/, n lh urr, ?7 4M!en Op 7 Gf,' O ed. muipmur.1 %1 rratupl°I IN vid ya, I u�ad*fidrl r a++,, I�It6, , Respectfully supmitted by, - Larry Jacinlo, President Larry Jacinto, Construction, Inc Copiractors k44 required by law,to be licensed and regulated by the Conlracior's State License Board, Any Question cor ca'ming a coritractor may b!.4 ie(erred to the regiAlr9r of tree board whose address i;: CG�rai to•'u SLAW L corca Owl �0.0 ^t S6rctnt, Socruinomiu, Colilet-ml MAI i AcCEPTANCt.: . ey s=gn'ng belrv✓ this Qropnsni becoRtes a 9Fpally pOvir9 conlralct aUbje ,fake s and conditions cvnta,nod herein r Title - rK•:;'....V .y �,�u'i`^4K: [. t.. i.„-a.�a�VtW � , The following General and Special Provisions are attached to and made a part of Permit No. _�131 GENERAL PROVISIONS The following shall always apply: ENROACE[ EATI' ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quints 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. TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations 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 Quints shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2') of A.C. surfacing plus appropriate seal cost as specified above. PROTECTION OF TRAFFIC. All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or La Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 Quints 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 backfil] 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 thew 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 OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quints 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 Thk following shall apply when indicated: ®R11 NOTIFICATION: Pertain" shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints 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 U11LITY 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 inches of A.C. paving placed on inches of class aggregate subbase course having an 'R' value of not leas than and in conformance with City of La Quints Road Improvement Standards and Specifications, Ordinance #461. R'5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall - be graded to a elope of 1/4 inch to one foot (I). 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 ( _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 concocted in conformance with City of La Quints Standard #207. R8 DRIVEWAYS: A.C. driveways shall be concocted as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be 2 112 inches of A.C. paving placed on (_) of class aggregate base. Driveway concoction shall conform to attached drawing. R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. R10 SOIL STERILIZER. The area to be surfaced shall be treated with &oil sterilizer. Rate of application shall commply with.the manufacturer's specifications. R1 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 Quints forces to preclude delay or interference with State of City of La Quints projects. /n f Z SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the L/ centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furniabed to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper project clearance. 13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer.. (Under no circumstances shall excavating equipment be used to excavate prior to cutting of pavement.) Excavation material 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 LUMT OF EXCAVATIONS: Excavatigns shall be limited to 1000 linear feet of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing an adequately consolidated backfill. Any material which the City of La Quints deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than three feet (3) and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case, e relative compaction of 95 percent shall be attained with the structural section of the roadway. R17 BACKFILL PLACEMENT': Backfill shall be applied. in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum' settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous. RIB COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 feet and a minimum of one (1) test on each road: One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R1.9 COMPACTION TESTS: If so required•by the inspector, compaction teats 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 testa shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. 1t20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. R21 pERmANENI'•PAVEME,rr REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2') of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class base shall be placed no later than • days after completion of temporary road repair. R2'2 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 RESS RIPING: Where street striping is still visible on erects 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 Quints road right of way shall be accomplished by a licensed, bonded and insured tree service, and bandied safely without interference or hazard to the traveling public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump bole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to restrict traffic, the work shall be restricted to a'maximum of 500 feet at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. SPECIAL CONDITIONS --PERMIT NO. 3337 --- CENTURY HOMES.. --- In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public'Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Century Homes, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. All areas shall be kept watered down daily including weekends. 3. Streets shall be kept clean: They shall be completely cleaned at the end of each working day and more frequently if required. 4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 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. 5. Work performed within 500 feet of a signalized intersection is -restricted between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way. 6.. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 7. 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, if required, 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. Special Conditions - Permit No. 3337 Page I of 4 SPECIAL CONDITIONS --PERMIT NO. 3337 --- CENTURY HOMES. --- 8. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of one travel lane of paved surface shall be maintained with flagmen at all times. 9. 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. 10. 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. 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an appropriate moisture content for compaction. The appropriate moisture content range shall,be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. 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. Special Conditions - Permit No. 3337 Page 2 of 4 J SPECIAL CONDITIONS --PERMIT NO. 3337 -- CENTURY HOMES. --- F. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at.randomly selected locations within the open length of trench. G. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. H. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. 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. 12. 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. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15. 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. Special Conditions - Permit No. 3337 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 3337 --- CENTURY HOMES. --- 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 ''/z" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench sawcut shall be cold -milled to a.depth . of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold - milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: two (2) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: two (2) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. 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. F. Any existing lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be, smooth, consistent, and shall conform to the surrounding grades. 16. 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. 17. 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. 18. This permit allows for the subdivision improvements to tract 29563 per the approved plans. 19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 3337 Page 4 of 4