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5118Finance Revenue Code E-1 •r,C_ f��, o�<v ` OF ENCROACHMENT PERMIT JUL 122006 PUBLIC WORKS CONSTRUCTION CITY OF L.A QUI For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sei works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. er like public Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:June 30, 2006 LOCATION OF CONSTRUCTION (Street address or Description): Mirage at La Quinta TM 32279; Avenue 58 west of Madison PURPOSE OF CONSTRUCTION: Offsite street. improvements on Avenue 58; See PSN 06100 DESCRIPTION OF CONSTRUCTION: Offsite street improvements; See PSN 06100 DIMENSION OFINSTALLATION OR REMOVAL: APPROXIMATE TIME WHEN WORK WILL BEGIN:Will Call TIME OF COMPLETION:2 weeks from start ESTIMATED CONSTRUCTION COST: $89,279.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time .when work will be started at (760) 777- 707 5. Comply with all applicable City Ordinances, the terms and conditions of the permit and all plicable ru s and regulations of the City of La Quinta and.to pay for any additional replacement necessary as the result of this Signature of Applicant or g t Standard Pacific Homes - Rosie Lara 1717 E. Vista Chino Rd Suite A-7 Palm Springs CA 92262 (949) 789-1600 (760) 218-8258 Name of. Applicant (please print) Business Address Telephone No. Standard Pacific Homes 15326 Alton Parkway Irvine CA (949) 789-1600 Name of Contractor and Job Foreman Business Address Telephone No. 641665 101286 Contractor's License No. City Business License No. Old Republic Insurance Company MWZY56825 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash. Deposit -Surety Bond, if required TOTAL $ 2, 680.00 $100.00 $ 0 ,000.00) $3,780.00 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule ; PERMIT NO.5 1 18 DATEAPPBOVED: _7—F;-06 EXPIF�T10n DAT — 0 BY: T _W . Administrative Authority .: k. ,. ,. ; } HP LASERJET 3330 p.2 �J,un A26 2006 11:35FIM � 4Va" )RKS-DEPARTMENT TION FOR PERMIT ' MMMM"MIUM WMIXIM", Purpose of Construction: X.vv, ru WW'►n, PrrA& See_ 75M 06too Description of Construction: 1P_ OW 0 -0 3 Dimension of installation or Removal: Approximate Construction Start Date: Approximate Construction Completion Date: Estimated Construction Cost: $ Nil Z,71 Estimated Construction Cost shall include the removal of materials, and debris, 6ack-filling, compaction and placing permanent resurfuing'and or replacing improvements Contact'Nam'e: jQ5je Phone Number: Nameof i—A - 1 F. ApPUcaVR=asnst-. mot.._ ' VZA I Applicant Telephone Number-__ Name of Contractor: enom Dot I CaAA_ Contractor Address: pr !el V-V i►�, CA Contractor Telepholne-Numberr: 94-1 . -Xq'- 1.61)0 Contractor State License Number: Contractor City Business License Number: 1'0 12-9 W 0 A COPY OF THE CURRENT INSURANCE CERTIFICATE' MUST BE FROVEWED-4 Applicant or Contractor GeneraILiabili =InsuranceCo Og -h rtra Inpany.: l LiabjLiabilityInFurank ApplicantorContractor MW7ZS Policy Number - Office Use Only; Inspection Fee; Pennit Fee: As -Built Deposit: 0 C, Dust Control Deposit: Credit Amount: TOTAL FEE DUE: 3., 7 �o, oo Office Use Only: Assigned Permit Number: Approval Date: Expiration Date: Issue Date; Administrative Authority: J_ \ wa, ex 17 ts JZ_2 CA- S jJuh. 26 2006 11:35RM HP.LRSERJET 3330 P.3 y ENGINEERS ESTIMATE - GRADING & IMPROVEMENTS SHEET 1 OF3 MIRAGE OF LA QUINTA -TRACT NO. 32279. JOB NO.: 175754 GAIL'IAICCCL 1'+2D COlJCULT.'.r�TO - OHO �Ot-14Ta GATC. J-J-O.'7, RGy'.J-14-VJ; RCV.1'1-1-U� ITEM QUANTITY UNIT UNIT PRICE COST GRADING CLEARING AND GRUBBING 9.71 AC $575.00 $5,583 EARTHWORK (INCLUDES OVER -EXCAVATION) _ 54,610 CY _ __$2.00 $109.220 FINE GRADING 30 LOT $400.00 - $12,000 TOTAL GRADING: $126,803 IMPROVEMENTS - OFFSITE 3" A.C. OVER 4.5" C.A.B. ($028 SFlIN AC; $0.11 MIN CAB) 1.342 7.006., SF__ SF $1.34 $1,798 4-A.C. OVER 6" C.A.B. _($0.28 SF/IN AC; $0.11gAN 1- A.C. OVERLAY _ 8' CURB GUTTER STREET LIGHT _ 66A.C, DIKE - $1.78 $12,471 $4,866 10,814 SF. $0.45 $11.00 359 - . 1 LF $3,949 EA LF $4,000.00 $8.00 $4,000 201 $1,608 4' P.C.C. MEANDERING SIDEWALK_- WIDE 6' P.C.C. CROSS. GUTTER PEDESTRIAN RAMP 2.024 1,333 SF SF $2.80 $5,870 $5.15' $6.865 $1.500 2 1 EA $750.00 MONUMENTATION - LUMP SUM _ _ 5% TRAFFIC CONTROL (<$1 000;000) LS $2,000.00 $345.00 $2.000 1_ LS EA $2,246 $345 STREETSIGN 1 187 RCP STORM DRAIN PIPE _ _ CURB INLET _ CURB OUTLET _ 43 LF EA $45.00 - $4,000.00 $1.935 2 _ —1 S8,000 EA $2,300.00 S2,300 STORM DRAIN OUTLET STRUCTURE 1 1 EA_ EA $2,500.00 M $5;000 00 _ S2,500 $5,000 . _ _ SAND FILTER & LEACH LINES 8- DIP WATER MAIN w/ POLYETHYLENE ENCASEMENT 82 LF $27.00 $2,214 18- D.1. B.F.V. (EPDXY LINED AND COATED) 3_ �1 EA $4.700.00 $14,100 18" x 8" REDUCER EA $1,200.00 $•1,200 8- V.C.P. SEWER 56 LF $27.00 48' MANHOLE 1 EA $1,500.00 __$1,512 $1 500 TOTAL IMPROVEMENTS-OFFSITE: 9.279 r - - u PAENGR11T5754-La Quinta 111txce111mpGrd4stlmatF.-11-1-05.xls 01 Jun?26 2006 11:35nM HP LRSERJET 3330 P. 1717 E Vista Chino Rd, Ste AT PMB4303 Palm Springs, CA 92262 (760) 218-8258 mobile riara@stancac.com Fax To: of La Quinta JUN 2 6 2006 PUBLIC WORKS From: Rosie Lara, Assistant Project Manager �aa)c (760) 777-7155 Pages: 3 (including cover) Phone: Date: June 23, 2006 Encroachment Permit for Offsite Street Plans Re: cc: Y for Tract 32279 r ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle • Comments: Jesse, Enclosed is. an application for an Encroachment Permit for the Installation of Offsite Street improvements on Avenue 58. I've also . attached the Engineer's Cost estimate for the improvements, which I believe are in the Tract 32279 archive at the City. If you have any auestions. please feel free to contact me at (760) 21 RR? SR 11IQ11"! Rosie Lara l k 1 i , �� ' SIGNING & STRIPING NOTES• I. x an Hcws x Rwr ro RmAa nAx HwaoY1 As KaAARr. amaaorr ro HAv APHrovAr m1 PRRw ro mmrreW H x mROKYars aDw M r1aY n.avz r Mr Kn sMa-/ allanYMarrs wK Brmr M1AILm Br x mrc M A Ira® vwry raw x RYaDIArt raan H x aeROKwrrs rRMO4p er nest PLANS r on srAn RnAvda' x KKr NsrALLm aAxaavMrs awAn ra Rmr al[wan ¢ xY rwrs As aasuur AHROKa ALL mrrS a'OIMG BVI trot Harm ro pLval AxD mRolrlax'I mrA NVCedD AS A KS1AI ¢ x saw Kwaays swt ¢ aWK Br x naxmnBNr "aaN4N1 oaa w •pcwm.x¢ Wa x srAADAes arolGmK rw Puam .was OMnameat URSI moat Aro RSM9pr main stAlmYm qNK rtsl moat KF[AIrM RRo� ro As ra scvmum srocARNs Aw scums® HAxz Inns arKmes[ scour. 1 MARK Sx RAaLD AM,", YARKRS Alm 90n (( l IA- IE¢AosA S w omAnars IDIHY rM n[ Urts) mnov ¢ x GLMAHS sr=A S Arm srAM AAD A® Sfm)GRM 1eAsarW RRLWao ro As x sort nAKuw srIrAroNm HAAs .. 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Im, W ur6r urns. TRACT No. 32299 CONSTRUCTION NOTES z Ir auu ¢ x KSPa s� n ¢ x ¢ Hour DWaa M m RACIW ro Amr ro ra ary H Li AND QUANTITY ESTIMATES awH w®rc YDas T.-rM ra Ko!AMr KSYrs ANp ro ¢ Hsvl�E rW sAIr4Acrovr LA Q UINTA, STATE OF CALIFORNIA m wuxn' rM Aa a am l MwRaaaNla R nrARNS a ®m x r[ H raz Nm a •pwe 6 W 1rtY P asarrnvr wr Mn IWs PN][Cr. Ammw snots A.rorrJe rvenrs nr H ¢dmm ��,rry?5EIfE- slla 1}-vr'Sr LwM w sxAu 1AK Alt. Hrwumvs Kwliwr ro Hmnc/ m s Am Ms(Rn VICINITY MAP Aouaxr ro x sAKa.Asmc awAnaK ra amas.RLsuam rwW x SM-,S m .. aLAlt H mrtRAmr R[YOKo Aim asosm ¢ er x LaMAcrov. a[D'as wxr x aoAour auu - Nrs �` H KY01m BY IaMAWL.II SY lSm W rAol-rOgr vAmn aYM.em vAKvar aArA¢Rauam Mar Aevovu HvcArlols awLH4um M QW��E EV I.IrE.R/D. 9P.R AaNAtr PAwI mKapam ro arnw mJ-a ¢ x sctw.um sronuaM scAetm AKAs ACaI INC lMA• YMa W WARaC ILmm Hwvn 9w1 H /aLY N10dp rM M •sxum xAK SIArOAW PA¢m mAoeuA v.YICY � Awrtp mUAH W KCIANaeM 9:AK MAr CweaLrnl palrtRArzr ra aD LLQAD rWY. 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MDEX MAP LEGEND: anRarm As • Rrsa/ M Axr Hmv ArJLvovs sou H mar Br ra YrRaomvl swYsxs ld: ryArs au rs naY If.Wr AK vlm ran A Irlerm wr m G® elWiml (ra) rWM lMW mM H -A, SMEI w. x a61Vi01MNr SlavrwR wAlt BGR ALL purrs AAmAIm rM lNAIaC x HAAS NII_.1 wr O rm m (Imm MD -1 m m m -1 POvnIAM1a WM MY K1Y On rIAwARI$ OmwMYSS W UR Alm RLwan MACrmW ADMRD BY x arcW OxR rM I ) sNrcr LmvraAGc - - - Aunaan aAr4Leelrr ro x PLW MPawu w¢ •( .- WT m. , CONTRACTOR NOTES: )t _"K I " �'- SHEET INDEX MAP.• }}qAry�• a, I-: srr¢'t K1 ,roc 113JJ� �'A 8 I•IJ-s_-E I Q COVER S+aCr / eEr 5 IMPROviYCNT H.a , I.9 ¢S •.• •- . . " . ,�' J Ca055 SRIKwS Nna¢ R/w 11CP.V•Gy vIC an 1 1 1 � I aar n 1 WIICW H a' amen• e'`, rm. i REaaaa L w9 m PAR .r I aaY Y B' CmL SmnYAa TII mKR t--I � � ortR eLvrmmnt � e r �NrAI actor d Ac / CHERRYWOOD PLACE WITH MED/A l I TYPICAL STREET SECTION SFA 1+72.00 TO 5TA 1+79.38 5TA 2+98.99 TO 5TA J+/399 I. AY Rni1Wr5 gall H mNSrRxrtD IOr rrlarr adaiLMHN)11.GYr q AmwmAY¢ rM On H u -u surmARo aAvs 1mYLYm Au uroL usNs H mvsrRmrm PW x curs WAN BANS Lr�r fps ra AKM2 AYREI raw YBl ¢ LwvsIRACnp RR x Snari OrAmKYpIfHAMi z Aa Laaa'IXarm unlMs M sMuroKs RRmRIm er x oWrR W oraRs Arm MDY sm.x M x KCaeas AK a41mARD rM na1P APAIprNArt LLCIim'I AKI anx1, x DYKR BI ACLLPam IIBY H.Avs M P.armwL rM x RmmKVMrs vuRsunr ne>xro Alias ro Asaaa uAeurc Aw ro wlo aerR4MI xMNf55' rOR Axr OWA¢r LaW nD r0 x Ia0WS0aq wt Nbf ®W Smw W na UW S LCWaeA S mrMAAr K ¢O.YLrO A Hr M(G Mr KASta[S ro PROntf ra NKs M SlRU i M S Aw Mr onaR Af W 9 m MprtCi ra UNRS M SIRmnAaS amw MD ANY OxR UHIMr W SMUCRRES lalw AI x an 9w1 H CMMALroPS MIDav9MIry m NOHY ra OAKRr M x UWRT W SnIUONKS CONwRI® B!!ar SIMmLc YpeC 11eMSIRUcrgr a CRR AOK(S wr W AcmmAN¢ WM fr 1Y Am . ca S-- I»SS COKMm'Ilal CWMACIOT Bel H R'aRRCp ro ASSP2 SOLE Aim CowLn KTPMSai/11 fur .m 9n Camlmrs dmwt ra marsr M CwalADc11M H x FNn[cI. wnLQNC SARn ¢Alt PLesovs Aw Pmeenour nee KouYvar awl K YAH ro Amr aMMmuar Arm wr ¢ lalrtp ro xMvu Yvawo xaaz Aw mrsrNAcnarl cWMAcrM nanlM Aaas ro mMa aro(Awar AHD xao RaM rwaraau xARa[a rROu Mr Arm Au lurorn KAL W Aurrm, a mWRraw rM x �� a Yaw M ws aRarcr, afaMm Lumin MaAa /a R: x sat x(alml¢ a Rsor A Awes srR¢IM, an R.nlnrRs rAus w RMKSMrAmW tov¢smm ra arpu rm auwnras a rxLY nAxs oxR nwv our Au sow rraarz namwc Au rMMYHN xuYSLPz ARr Ha01L•rMr (smAns Axa rut KRlar nlNuas vat. Ir sou ¢ x mvMAcnRs RtswrHmrn ro MdAR xa ow axwnn araA¢ tar mLsnnmrgr Arm Wcar/ H.maas ra tAmaa sou wr H HSPw9ar !m Axr RwAllals ¢rY¢N alaArto auwnre5 Arm x ACNu ouxnHs Ar ra urn H mNSIRIACm/. s�oxE oEsmN•npv1 x• r7wn . laD wrm oe- B-a1 PROJECT NOTE• (m'aro sum a AKMr sa rs Las Mw au (sr HAxl Pm ©pawornl[xrs vusl vArw flElwG SM¢I L1EVAmrs Aw WARS CITY of LA OUIt�A S.CJ(LL= er. an or a pra.i ADAMS • STREETER W rK art acA aLwIA suR H cnraMu urmcmAuvo urvnrsW srNaNKS RrPWrm e.M(ow(R UL mamvL•Mw arlMACIM ArrLas M.ra AmaroMa WM OFFSITE STREET caaRs •w Ma¢ smw M ra HmmS Euvaea Mr WseAnn WM gNMAILY ACHPRD mKrxUCMW PRACRTs. fOHSIR/CMa yATLcsr a 0 L _ _ CIVIL AMS SNEERS, INS. MfiS APFRRAVArt LOf:AIaW Aw [rICNI, ra DYA'W. BY AHfPMY. BkX -.C- rLt H HOYR[D ro AsaLYC rat Ann PuxsWr+:p:¢arm WM rrPwYarxrs HmsrMl xKro. Aanasro mvHrrt es -,I rut Am an--S Lwwcra .P.c aP.w:I 1r/O6 - m`atsol"- IMPROVEMENT PLANS Ass n uAaLLn Mo ra xpm Mmcevurtu war.[ss rM Mr oMA(rs nWaY a cays'rweMw a x Fxrorer wnLavn sAan .ce A u r+uelre luexs Ha[rme/ a(r' pw'a[[R vv(asq ux-:Im r�(np Jsl-aLm svL 1 .fLA0. M4'rw,Pr [Aram H UAL[ Wrm Un/HS M SM!mNRCs wr a ALL PMSWr AND PRW_ MAr n05 KCM[VLxI NR. BOJAA TRACT N0. 32279 SCFMrtp f0 UNHR.SW(11 AV! wb lrtO W aLUw a ra R[CGmr .wAll H .vAH ro ATLY LavrixUaglY AND N0141m19 y Ca. m/JO/R PR[PANEp Ux¢ MC HRR'Mly w AAY0a0. m/Mµ'IW IS KCLRLD r0 IAK tar PR(CNMwMY l0 AYaRAt YCRKNc LntwS Aw mKMUCOW mrMAcrW SAa: SEC •BOK �� vUSAas 10 PRJI[CI ra Uurrrs W SIRLmwK.P 9mw •w MYOxR NRaa ACHCS m -1a MroOan Aw IAip Raw R Y.— MPR. pAR + ova .�/!,� mr w. Yux•sr ww -1 ¢ GNn _m I MIRAGE OF 'LA QUINTA M 5 svrs rotas W rMxmws 1 Ar x an U AAN H CWI.YACIWY PRw(sSHNAL NAIue[55 /AOY PaT!(wAN¢ a WRx W NMK y�L��P/ a SmM Alain lALYmI snarl lRtL NANr•Y r11. KSwvaatrlY r0 wMY M! UwRK ¢ ra UR1H5 W SMUCnLRs Net uggrCC a4PMY; IIABaIn ARRM rC.AI x Sa-' wAYIVE CWaLMU PRiw( rIMPCaPG2 e/JIW GAR_ aNHaw BTaR•M A¢J NRmRuWKSAI Ka.saO: STANDPfHOSSC-1 1 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 5118 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 conoemed utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( " N/A " ) inches of A.C. paving placed on ( " N/A " ) inches of ( " N/A " ) aggregate sub -base course having an "R" value of not less than ( " N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to.a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 ''Y2") of A.C. paving on (" N/A ") of Gass (" 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. ® RI 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. ❑ RI BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( ** N/A'* ) inches of A.0 surfacing placed on a ( ** N/A ") inch (" N/A " ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled.safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. 2. 3. 4. PERMIT NO.5118 Mirage at La Quinta/Offsite Street/Tract No. 32279 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. Standard Pacific Homes, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 5. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 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 not permitted on any Arterial street (ie any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m. 6. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permmittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 7. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record. such that the fill can be determined to 'be placed according to the city approved plans. Special Conditions I Page I of 7 PERMIT NO.5118 Mirage at La Quinta/Offsite Street/Tract No. 32279 8. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 9. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 10. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 11. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 12. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 13. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 14. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Associate Engineer at 777-7089 to determine the city inspector's phone number. The inspector shall determine the number and location of the test locations. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. Special Conditions Page 2 of 7 PERMIT NO.5118 Mirage at La Quinta/Offsite Street/Tract No. 32279 15. The issuance of this permit and the City approval of the related construction improvement plans do not provide'a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up, improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 16. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 17. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 18. • Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 19. 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. 20. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 21. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of a. Possible traffic delays b. Time of construction c. Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 22. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, on'site, at all times during backfill operations. Special Conditions Page 3 of 7 PERMIT NO.5118 Mirage at La Quinta/Offsite Street/Tract No. 32279 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. 23. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. Special Conditions Page 4 of 7 PERMIT NO.5118 Mirage at La Quinta/Offsite Street/Tract No. 32279 24. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 25. Access and egress to all local properties shall be maintained at all times. 26. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located .in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. .Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. Special Conditions Page 5 of 7 PERMIT NO.5118 Mirage at La Quinta/Offsite Street/Tract' No. 32279 27. Perm' ittee 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.. 28. 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. 29. The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime. 30. 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. 31. 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. 32. Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; 2. Move & maneuver quickly; 3. Provide clear and positive guidance; 4. Understand and apply safe traffic control practices; Recognize dangerous traffic situations in sufficient time to avoid injury. B. Flagger Safety Apparel 1. Background a. Fluorescent orange -red, or b. Fluorescent yellow -green 2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent version. 3. Material shall be visible at 1000 ft 4. Apparel shall be designed to identify the wearer as a person 5. Law enforcement personnel should adhere to the same standard C. Hand -Signaling Devices 1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must have white legend on red background. Special Conditions Page 6 of 7 PERMIT NO.5118 Mirage at La Quinta/Offsite Street/Tract No. 32279 D. Directing Traffic . 1. Only three (3) signals are required. STOP SLOW PROCEED e E. Flagger Communications 1. If work area is too long for relay (2 flaggers can't see each other) a. One flagger given the responsibility to coordinate b. Use Radios or c. Field phones F. Flagger warning signs must be removed or covered when flagging is finished, when work is not going to start immediately, or when work is completed. Special Conditions Page 7 of 7