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4433
N6TE:1 With proper validation this form•consdtutes 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 Subdivision Improvement Permit— Class III DATE: 3unft 30. 22005 fin Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Monroe Street ; ' t l c) (Street address of Description of Location) PURPOSE OF CONSTRUCTION To install offeite street for Monroe Street. See PSN 05081 DESCRIPTION OF CONSTRUCTION See approved plans DIMENSION OF INSTALLATION OR REMOVAL See approved plans SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN A.nW11820111805 Sketch (attach construction plans if appropriate) x APPROXIMATE TIME OF COMPLETION Saaft. 30, 2005 ESTIMATED CONSTRUCTION COST $ 192..570 + 201 - 231 ,OA4 (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• andjsave 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'Sr 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 withfall 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 replace�tsecessary as the result of this wor . FIN Si'gnat r��Applicant or Agent K Castruita K. Hovnanian Hen 424n R� 4r #An? Onr»ri n CA Q 1 761 OAQ Q17 197n Name of Applicant (please print) Business Address Telephone No. same as above Name of Contractor and Job Foreman Business Address Telephone No. R561RO Contractor's License No. Steadfast Insurnace+ Co. ri9f11 ' City Business License No. HBP343666202 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class III Public improvements: 3% of estimated coi Private improvements: 3% of estimated co Minor. Improvement Permit — Class IV: See a Inspection Fee $ Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Recorded by 100.00 $ 7,030.00 Date costs costs edAGG O 4 2005 1) a4 3 C OFLAQUINTA PERMIT VALIDATION NANCE DEPT. 4433 _ PERMIT NO. - � — (_j_ -1L. DATE APPROVED "a EXPIRATION DATE r l DATE IS'SUE,D�•� •� � \��_ By `"r T Administrative Authority Telephone: (760) 777-7075 W Date: Location of Construction: A Pump oseo�f/�Construction: —T�, l.N�T�[! nGF 1TE 0 • o V��Plo � -ST -� M r n . eS Q . J Description of Construction: �FF.��pDRavt�,Q_p1�[ Dimension of Installation or Removal: Grp AppL-AAJI! Approximate Construction Start Date: _ _ O7/0 5" Approximate Construction Completion Date: Oei�S Estimated Construction Cost: $ , 5 70 t Lod, Q $ y , 00 Estimated Construction Cost shall include the removal orau oosuu.::<,i.;;•.nateruds, an. debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name: �1 r r�p.rT214 1TW Phone Number: Name of Applicant: y Applicant Address: r� ,�.j2,,o p s.4& , !2 6ACCq a4 D Applicant Telephone Number:q0g?2*__1_)_ R=O Name of Contractor: NI 14N 1}nWt _gO,,WA 5 Contractor Address: F . J ,,, pUa p A 5T U-402 onitct a-16 -a"?/ 7 Contractor Telephone Number: Q p 9. 9 ,} 3}n Contractor State License Number:S I Contractor City Business License Number: '5-a p ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4 Applic C r General Liability Insurance Company: t.hts Applicant -or Contractor Genera iability Insurance Policy Number: Office Use Only: Inspection Fee: Office Use Only: 5 Assigned Permit Number: Pemut Fee: } 00 0 Approval Date: As -Built _ Deposit: • Pen..:- q Expiration Date: Dust Control Deposit: Credit Date: Amount' -7 Administrative Authority: TOTAL FEE DUE: {I 3 C), 0 0 ,t Ike, o � 4 w 11 Exhibit A 'OFF -SITE SECURITY —TRACT MAP NO. 30092 improvements designated as "Participatory" have been or will be constructed by others. Security for Participatory Improvements shall remain in place indefinitely until called upon or released by City. Monumentation security shall guarantee performance of or payment for the work and shall be utilized or released as specified in Chapter 4, Article 9 of the Subdivision Map Act. As elements of the work are completed, Subdivider may request a maximum of two partial releases of performance security. Partial releases shall be for not less _than ten percent (10%) of the total performance security for the tract and shall not reduce total performance security below the amount necessary to complete the Improvements plus ten. percent (10%) of the original amount. Partial releases of performance security will be evaluated and maybe granted, in whole or in part, by the City Engineer. Requests for partial releases, setting forth in detail the amount of work completed and the value thereof, shall be made in writing to the City Engineer. Labor & materials security shall remain in place until 90 days after all required tract improvements are complete and accepted by the City Council. Improvement Description Performance Labor & Materials S reet w/Median (Monroe Street) $ 192,570 $ =92,57 S reet (Avenue 58) $ 188,600 $ 088.,600- ewer Improvements (Monroe) $ 126,870 $ 126,870 Water Improvements $ 213,400 $ 213,400 Storm Drain $ . 8,910 $ 8,910 8' Wide Meandering Sidewalk $ 61,630 $ 61,630 Landscaping (Parkway) $ 394,170 $ 394,170 Landscaping (Median) $ 53,650 $ 53,650 Traffic Signal at Entrance $ 120,000 $ 120,000 Totals $ 1;359,800 $ 1,359,800 Standard 10% Contingency $ 135,980 $ 135,980 Total Construction Cost $ 1;495,780 $ 1,495,780 Professional Fees, Design 10% $ 149,580 $ 149,580 Professional Fees, Const,10% $ 149,580 . $ 149,580 No Plans Contingency 25% $ 373,950 $ 373,950 Bond Amount $ 2,168,890 $ 2,168,890 T:\Project Development Division\Development ProjectsV\greemenls\SIA\SIAs in Progress\Forecast Piazza Serena 30092\OFFSITE SIA.doc 7 of 7 Axo IN THE CITY OF LA OUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SIGNING & STRIPING NOTES MF Lm RFAWS Mr Rrr ro a ArYba s AS ECCSSYn PIAZZA SERENA wesEamrr ro Pun AlwrnovN. errr Paua ro tmHrly. a ME dHmrrYGas SImwN w l F AlY Yar SIR[£r Ilaat1S MK BRN WSrALtFO R ' , Fl-I 1 Tar Lm m A A Dann �" All- !IK IIaaDMlE Y�RO• LE nK 1YPROrEYFMS PRCPOSEO 6Y M[Sr PIANS K Cm SIAIT nE1ERxx6 IME NEMlY IM MILD II/ESE HAMS OMpx4LY . TRACT NO. 50092. .YPRDKYCNrs dINCT TM Of9Q/ IMFmRI' M AS rPaRorEv. Au costs. Wauxxc ear rmr uYnw ro cart Arm dloovEYDrr coslx WcuaRw As A aENtr M rrrr orscx aEvbmrs sN.0 6e eoaa er nrt A.RmKYEM 51VY50.R5. ]. u+ar ARrww nasE a�Arb AwawAr. ME dlnwcYor swwsar sxua eEw . ' 'OFF -SITE STREET. IMPRO. I/EMEN T PLANS aosrs AsmoArm ma uPa.iva rlm PUNS WctLmYc 61rI Imr Ln°Na ro OFSAW AxO IYHAKYEM LOSIS ro APIEtI LOrYWhCF aIM'AM MY C/II' siAYaYms oao9wxcrs m uxs Aao aFNUTXwi twcrso m AooHm er nK a a N� a c m a �M AU A %ry SYBSEO EM ro RK "° AMAnYY .SHEET INDEX A VENUE . 58 MONROE STREET 1 ALL IICRK sact M Omf W ALLgRMatl brill MF SrAAaWO SPELRIGUWS sm Hra.r.• boRAs wAs7RLcrlav, ur[s EarmN. AY9 RrKRsmE Loom srAxarro S/r. Na OESCRIPRON 1 R� s IYY STA. 14+05.08 AVENUE 58 . STA. 30+00.00 MONROE STREET _ ,w°o srAurmw�o urecorxEa.aT °cgs° re9 n I"E st'umue° s°E`mumrrt (raarx Y'w1 TO STA. 27+30.50 _ - TO STA. 47+26.74 .. IRVT.0 STRIPES R16ED MVEYI'r.•I YARIla4' AND .SM'S (Gf�) MKYDv1 rcuxns). sruu NYRY YRx Ism G/m mrw a< MY fNIRNb srAYww Pwb ro As nK sort s1AYavm 2 DEGn/SECRON SHEET STREET IMPROVEMENT (SHEETS 3 TO 6) S • snwrr PEAN/PRLVRE srNmwn sPEcarAnora lmlGrrvr aEnirlao SR'w}GIGs AND S- SIArmND PWb. , se . s. MKYarI LEcnms swrE wTO1 an-olmm sminrs cua Mr FRr � (- (sG rs.m.m ro I..sam) I WSPECIO4 Ala.) ))7- ro73 ro Y.aE ARRYd.YYEYlS roe lIK RENaI M Cm SRrHfiS m 9rlORw1111Y RLL6RLVm YnOa ImS CY On sIEIM1l1.S. - s smEET PLAN/PRa`RE AWIAAC . ' I 1 B. RAbED MVCYEN/ YYMFRS Sx4E COIeOMI ro MF PAiOres1011S W SCtimx m w (Su ]..wm ro I7.]am) ` • ]e 1 ME STAR Suxa1/m SP(LINGI10.xs. ENIRtw PAYdCM 1uRA[Rs. Ad1CSAi rpR MVEYFM YwRa+s mNIL roMMY ro ME Paonsows W SEc11aN as-xa ar MF S SHEET PIAN/PRG71E I ] Sur[ sTAxaWp SPEtYYArAa`/S [HATTED nlPm SCI CiOxY A0.4LSrK IQR MKNEI.•I wnAa¢ Yma(E STRE£/ (su so.oam ro se.sam) _ rod � 1 1 1. rRYTC TImPES AHD YYI,tr.R SNYE fp APR®W IIIO [drs RIM aueroaaw wrack W mM CpIS. Arm s+Ya ro sremv N-]. 6 S1REEr RGTlE I I I 1 -Am A -m s P.Wrlm RUrHL' 3'IgPEs AYD MKARNI NYtmMLa AS SPEW®W ME s/ 2 s>AYawo SasYc.ms � ;,m, (S. si W (sG ]e.sam ro .7.]s.r) � I I e I I � • IF L IIWr}L SIRIMAE ANO P KYEM ILO[NOs Alm MbED MKYEM 1NRIRRS IRYFlC AS A aESULI Or ME NEbIY NS1KfED bma 7 MONROE STREET X-SELRLWS I es riot LOMTA'r m COarU]E 9mbY N Mrs HAY 9{alL eE RFYOrm 6Y IIEI SAmWASIWC m f.ANmp. rROII R[YOYAt OPERAnOII 9W1 CL COa/AP'CD biIINI ME bQ9r ARG B (STA 11.30.m ro .7.almJ - AVENUE 58 X-SECROYS I I 7 1 9. OEBRa Axa nK ttwlaAcroa swLL ux[ Au MEr.Yrllnvs xEr25svrr ro PmRcr HA50.+5 _� (sG Il.sam ro w.oam) r� I e Aao PaoPERry Aaw:Ovr ro ME swo®As'nm oPEwrcws. nK 0E9m3 REsurvw•.' aEYOKn abmtm ar Or ME _ - I I Ij . rAOY MF armsAs7trG srau 9E daroYRtr Arm • ror/rMCIM. L[&Pb biraM' nor RGpfAY 9Yu eE RGrOa2D Br YEtruraGY 9 .' AVENUE % 9GJMNG J SIRIH'NG ro ]r.Jaml I I . I I'•pr SNELP9.a M rOm-PoYER AWIY. •. - (STA r..OSm 1�.I yA 1 I2K lo. SGWRED MKYEM SURFACE RE512nAO TROY RCYOVAL OPEMIKWS SaYl !K to Namur STREET SIGNING Q Sn?IPING . ro .7.M.7.1 39 I iO T• SEAEED IIIIII ASPIYL! PAWf COMmYRm ro SEWIav ]m-e M MF srAllGlm 9RC41G1mN5. SCA.OiED ARGS REAIIiD.G (ImY 11ORIl m 9RAPrOC ILCErm R[YRAL (su ]9.waw m m In w m sa s 1 SHALL eF Tarr NKRm brio AY Aw«Lx PAPrIm salAYrr m RFcrAxatur sN.ar IINI wYHEIEtr oeumulEs nK GD lnxm rmY. �'-�j II II II Is1111��JI�I -- -- I.. r 9m9 SNVE Lur99cvar ro SEC- se-2 EMInLD 7MWT�E SL•uS-AS r. S�RUIRD W IK sort S/ArO1RD SPCIIIGRaxS sK'a5 SLYL 6[ RLiiELlaglw g2 N 33 Se 7 -- - - ] ] 1 1 1 I SaEEI AWY9mY I@M1L IeGlI VR[IbaY GMOE 9l(k7>AC RIM >r /Ilw Pa01LO91K 3] J -I urge"r raY m AH.worm EGAY. sXWs sou er AmwaEo brio r-� - RKEr/Yuo+t-PAoty rAsrartrs. s+uu ws� aaowr srsb Arm -j-� T Pasrs Pm ME sun AYo POW srxwrE M MESt' HANS ualLss Onrtawar wrw. -L -- -----_ �� _ _ _ W' - 11. PEA mKR r- COOC 5£C/Ie'/ .Tla 6 M[ NDRX b W Ax AaG bIOL'N b L___--_���--����_ YACI gWmamAOUm A5 - AVENUE SH COH1MCIm SEAM'E A(EAr�UBSUR Aw aacw Ax Wprrar- oxAaac.nav ARYeEa Ar IGsr lbo bcwARm Mrs (.e INDEX MAP ' aouas) Palm ro rolarDaorrnc AxI' Maur rwi PGa-MArzs ra [raitrc SrARGLE scar: I as •Iw' PROJECT NOTE. Is. slamAe Grout srau eE AHROKD er an DmRI¢Avm OEMarYFxr aenoR r I. � �� �1 ��'r�'a �°1 ro APHrArw M PrR LArmY•r M9rr. nwuW Mr ary D.vYEEHxc mPARnmN a at -tut a�lw eaa As A lava o Iwvru aRras PRA1R ro uraa , otna A,wrnmR Tar uvY9E r. SiE£L mE/I EOSINS WsrA(ILD W LONmrK ARGS Sa4L eµNSI12 m M He - sr[ivEs ro GCAn rr AaucnEYr.' Rom HJSIS sa.0 K r I r cavcRElr PAVING NO rnl[o etocxours AANIm ME Hbr. LEGEND EC wM R abrlm WlAm N]GRS YIiM N db rma M AOGIa DlA'9/dAK I • /O! nT uMLrl its $U9511ME YY1AR R Imf 16 RW UL Pr/f a Idf RS i1B.0 YWIY FAZ,OVI Rb nOm b Unh! b n01f �P^^, Novrs tumor wr Yv.dMa ro MY RS rm OaAB 6aC Id' 16 HG' KaRCY LIRK m• - M iM Ph EM�Yw ..;;a ..nmma ��m�� [P .rlEAllS @2 0<PAYYAr YK' . Imr la rdar K KRLC1t nRK Q MGra omlcallK EX Id 1E3 DD 1LPIC1l EiNIE °ac�l fv Ne .wbbm M•m. ® �� .vwr moYS sG� /M1 aW2 wa f tluum w nof� are'9.ma4 mo°.. 1N°wn mmlPrym' Oo�I Y a. Aau1a reorro-nr PY rmnu Iwr s KRmu f»Rxrlal a ,/ .r mr� nmR mAca n-c-.P-«w . CB rmGi6 aP.WE eiGS n.m .aura Rw® snr ' wr 9 era mrB OIYG mW�i s-arm-mn RYr an. xP rmGRz Iw roM .. raG1a oaRm sot tIEYAmr a .a.® ^,a°r'.rR'ma°�`av o` mmOm7v IP A-w La mar rc ImouaH�aAOE s-s- wum aAoar a nOY RLE eiSle Balm F 191 g H K1f r6 {RtlFWiY U[ __ �L ___AOGIa ACK UK W r�a6 a+ a aP wM AS R.Inlb HNr �0 MGr6 OMIR.C1mYYOR Gu-LI/I - RAIIlO' ¢rv. 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SaD ,IBC SHOT bills NIA L" wava PIA r AeLVE DK Y1Y s•A MN Mr R6-I Ll oaAn ": �T ° I AasYA taaMYA slwx 9a agr Iarrm rnr R-IIo C04CHELLA iPArrI LRftL rEUOw Sldr NIX GEIIWb sin R.IN Aim - KT ID I NSI XPII U•E YIbI IUd a011• 9P/ PLP 041RYb Mi A]-r I ' RrM .• ANR srinr Poe GErRva sm Puv Am+ - atuE rz NswE rrtv Arco sYe x scv as aIMWs me ru-IA PROJECT s aAm Ir woR aboaYls Al .r. ro ac Iozvr .• u+c uK Hg Ng sm qAx Amc - aEDE m SITE e .biYE b vAax Aw mE sd RA fmo Mr Ar-r r Gfr rY .IrR oYalYls Ar w m' nc r GNr e• frr[ ear GK uK PER culRvb sm au•I Arm - mu ID PII/I e• wOF S1M ea4 MR COY Or u Qdr IIarX G1WI SeM AK - - e Rr,R e• sIm fRE SIAr PDr G1121•a' S1I1 nV.Y Aiw - OCDE H 9 AYR Sm^' ISR GLIRYb AD. PLW AND l,O UAC SIRIi. La[A- /rm QOSWX ASTNL a0 mr wA-SOr PCR Haw NIAOrr_I. W_11 - - MAP CfTV DI OUIMA PAM IMF N ResM(S) PG Gllpna ST0. PUN AEM A11r/ 1'fM' PW CA[IRNS sr0. A.IV Aro e/CIN%TY Pl,n SOI Na. I Iawr m' �rM• 54l PER YUw NK AI -I LN DdAVAOY lAr mS/. RreVI .' ANR fZY1' S1RPr PG WlR.uS S2 PLu' AId-nCT IID !p .=YU /soy OSo81 .YST IL TED(I IUPN adY SIX x/Im Mr R.1-s PAM 'bar lu'C sl'Y9Ol HR GLMM6 Sm PUN AtK IMwf ermlrcos amC Lead .Wl • nra Sstl ctoadra rb AYfull Mr g' YYdL6 Mf GL/R.aK Su'Otm PUN!/ - IETK Ze Paw fID anv snen sw Ra w w Mr a.an UTILITIES. _ _ .� VIEYauFr �,RW �JJ arm SOILS CO MI ATION S,ER mrOmlA bWEr wiW m'w[r (rW) DYffiI woaA•.b..�a. A...`e� ,.,,...e..�.2.mw,...Mw-. rAr nr us m,wN (en1 .n-Izuo � �'""3O�a mDrar aEeA( Ac (aW) .nr-.xm b,.w.« m m.'"•P,.`� � � � �: �0 !.n _ oa[ cr. ,o[ noty na[ rrWl sw-uN 0f,h c la lr BASIS FOR BEARINGS L.eracMYCY Da+d« aY.: 'nor EKSb rM eLu+Wcs swRv m nes aLY w/P b Mr swM uYr or ME s�uMGsr a• srcrXw a eEnc ae9•s w �O6 APPROVED BN. Cm ar u OLwrA E ; Warner ' Pw ; u,u�_Smr OFF-SM BENCHMARK NOTE. SEl iEYPaaYry eDb'reAwc W, o x W TM a 2'- ooxcrarr PAo TOR a[CR6GL ixIYbY4Su•I NNE POLE SS' .wIAN Or ilK CrirlFlerDi ArL .Se AxD m' MESS M ME CD 6lE M Yolwoc smar nFrA11oY u7- r.]e• Aom -Acl age' rRorl s.Y EIEVirKWS ro wial MAW 31910 Euwlxws - 't oS e.. rrAlf V. umI NI-s,w e.-zo " engineering TRACT MAP N0. 30092 ii PafP RED UNOOr RT 51/RRNSIOA' a^ V. re'. -Tax AKNVE 39 a -720 020 /) / (rW)xf-3�.0� a�NSEG 221.1ZSD R.1 LDS&Y. REVISIONS r-ut-:1� ORAMN BM BGI CMLCXw 6Y..mII .gY YY 0. YOr R a s A %1 70. A) i 01 :52p WARNER ENGINEERING 780 341 5999 P-2 Allom 7245 Joshua lane. Suite a 73185 Highway 111, Suite A rust Yu= Valley, CA 92284 Palm Desert. CA 92260 Phone: (760)365-7638 Phone: (760)341.3101 e n g i n een n r p VCR Fex: Cf60)365.2146 Fa60)341.5999 g vs M L ENO6NE RyNp I PLANNMu? I LM 8l1AVE�lWp . OPINION OF PROBABLE COST. µ project No.: C9662 date: 11/4120( Clients Forecast Homes in La Quinta 13y: Monte Po f DesCNption: OFF -SITE STREET IMPROVEMENT PLANS FOR AVENUE 58 Page: NO. DESCRIPTION CITY- UNIT UNIT COST (EXTENSION 1 REMOVE EXISTING AC PAVEMENT, SAWCUTIREMOVE APPROX 15,723 SF $ ` 0.80 $ 10' ± OF EXIST. PAVA OF SAWCUT 12,578.4( 2 EXISTNG POWER POLES TO BE RELOCATED BY VERIZON 7 EA 1,400.OD 9,800.0 3 REMOVE EXISTING TREES 4 INSTALL CONCRETE CROSS GUTTER I EA 300.00 . 300.01 3,960 SF 10.00 5 _ REMOVE EXISTING ROAD SIGNS _ 1 EA 150.00 39.600.01 ~ - 150.01 5 INSTALL CURB TRANSITION FROM A-6 TO A-8 CURB 20 LF 10.00. 7 _CONSTRUCT ADA ACCESS RAM(' 3 200.01 EA 2,300.00_ 6,900.D1 8 SAWCUT EXISTING AC PAVEMENT AT CENTERLINE 1,325 LF 9 CONSTRUCT TYPE A-8 CURB AND GUTTER 1,149 LF 6,00 10 GRIND EXISTING AC PAVEMENT 0.10 MIN. & AC OVERLAY 6,894.0( 11 INSTALL 41/2' AC 2,738 SF 1.00 2,738.0( 12 _ INSTALL fi CLASS 2 AGGREGATE BASE 1,240 TON 70.00 86,800.0C _ 1,530 TON 13.50 20,655.0( SUBTOTAL: ' $1 BB,602 10% ENGINEERING: $18,8a 10% CONTINGENCY: $18,860 10% AGENCY FEES: $18,860 TOTAL S246,184 the supervision of: Hoy, R.C.E. ZO/ZO 39Vd SOW V.Jnbnr SE80066606 TZ :7.A C12P7 /h7 1nr> ,.wo EP •CATION FOR PERMIT . % Location of Construction: ' Pumnse of Construction: _Tm 0NP.�1=....1: .IY1(.eIBT�! nGc�ITF 4TDL' ..- ¢tE_ Description of Construction: --�}PPitav Dimension of Installation or Removal: 42 Approximate Construction Start Date: Approximate Construction Completion Date: Estimated Construction Cost: $Edinw a Constsu o" Cam abate iac]ade the teettovalorau oosv, ^ a148 0 � `i .O� p�iag .+ &CWJ; and a replacing i pm, "'' debris, back -filling, oompa� and . Contact Name: Phone Number: Name of Applicant: 9nq q ..B.2 R: Applicant Address: c� Applicant Telephone Number: Name of Contractor: Contractor Address; . Contractor Telephone Number: 'NT �'�' Ar— QI Contractor State License Numbet: Contractor City Business License ! Number: A CD O IN 1�CE t:F CATE MUST t;E PYOVIDED Applicant or contractor General Liability blsiffance Company: Appacant.or Contractor General Liability Insurance Policy Number. ilea— C BN��Q Z- • U e Ont , pet . " 3 � , J Peanit Foy As -Built Deposit— ii�.A.�F�b� Dqosit Qedit Amount: TOTALdrU DUB: 3 O. i) a S_ O ce Use Onlw Aw*.d Permit Number. Approval t Uphation Dana ensue Date: Administrative AuQwrity: T-d Xd3 13rd3SUI dH WUSS:TT SOOZ Ba unr �,oc�3NJ�CZ r 5, City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4433 The following shall always aoo/v: 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, pernittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated ® R7 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the, location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( " N/A "" ) inches of A.C. paving placed on ( " N/A " ) inches of ( " N/A " ) aggregate sub -base course having an "R" value of not less than ( " N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed. concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A "") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete'gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 Y2") of A.C. paving on ("` N/A ") of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated. with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. Citv 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. ❑ 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 ( " 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. r. lj�.. 01 3. 4. PERMIT NO.4433 K. Hovnanian/Offsite Street for Monroe/Tract No. 30092 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. K. Hovnanian , 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 woik hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods:.. October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:0,0 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 6. Work' within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at(951) 955-6894 if signal operation at the intersection is to be altered in any way. 7. 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. 8. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access .ways that will be closed down due to the construction. The letter must be approved -by the city and at minimum state from the owner the following: Special Conditions Page 1 of 6 PERMIT NO.4433 K. Hovnahian/Offsite Street for Monroe/Tract No. 30092 A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 9. 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. ` 10. 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. 11. 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. 12. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075. or the Assistant Engineer I at 777-7089 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 13. 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. Special Conditions Page 2 of 6 PERMIT NO.4433 K. Hovnanian/Offsite Street for Monroe/Tract No. 30092 14. 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 15. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer I) of the private land owner whom is being encroached upon. 16. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call 'the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 17. ' The permittee shall provide a temporary paved travel lane when diverting traffic off the existing paved roadway. The temporary lane shall be a minimum of 1 Oft wide. In addition, a minimum of 5 feet clearance from open trenches and a minimum of 2 feet from vertical obstructions like curbs. The temporary lane shall have a 12 inch thick coarse grained subgrade compacted to a minimum of 95% compactive effort based on ASTM D 1557 and a temporary asphalt surface of a minimum of 2 inches thick. The temporary surface shall be maintained by the permittee at all times to prevent surface disruptions greater than %2 inch. 18. 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. 19. 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. 20. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street nights -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: Special Conditions Page 3 of 6 PERMIT NO.4433 K. Hovna-nian/Offsite Street for Monroe/Tract No. 30092 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. 21. 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. 22.. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 23. Access and egress to all local properties shall be maintained. at all times. Special Conditions Page 4 of 6 a N PERMIT NO.4433 K. $ovnahian/Offsite Street for Monroe/Tract No. 30092 24. 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 edke to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.40' 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 6 PERMIT NO.4433 K. Ilovnahian/Offsite Street for Monroe/Tract No. 30092 25. 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. 26. 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. 27. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 28. 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.. 29. 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 6 of 6 N W -<� E S NO SCALE TRAFFIC CONTROL TO BUILD THE CURB & GUTTER AND ADDITIONAL PAVEMENT (AT LEAST 17' FOR SHEET 2) I.I.D. VEHICLE & EMPLOYEE PARKING LOT IMPERIAL IRRIGATION NOTE: IF ANY EXISTING STOP OR STOP AHEAD SIGNS ARE KNOCKED OVER, THEY SHALL BE POSITIONED IMMEDIATELY. C-23 hem NM7 eik soo �r I MONROE ST. DISTRICT OFFICE ® v SEXI ING tl 4Z7 477 C-27 R-1 x QUARKING+y .� �i 1 #L O a r R .- . ._ _ dl� `WOR AR W AR 0 Ej�t �d � l NF17 ®� C-23 L ROAD `WORK, AHEAD EXISTING = I - 500 FT `" - C-23 r121 R-1 ROAD 17 R-1 AMR,NF17oil AHFADi � E G *� C-23 t1 EXISTING INN `® ROAD ` NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (kU.T.C.D.) 2003 AND THE 2003 M.U.T.C.D.. 500 FT EXISTING �AHFAD CALIFORNIA SUPPLEMENT. 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF Awoved B Data Spew Uf R DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 55 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS,- BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH Pr*ctName TRAFFIC CONTROL PLANS. Street Improvements for Piazza Serena 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH IN DAYLIGHT HOURS, I VAT NIGHT.. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE Porm NEAREST TRAFFIC LANE. IF THE CONTRACTOR NEEDS MORE ROOM TO WORK, FLAGGERS SHALL BE ADDED WITH THE PROPER SIGNAGE PER CALTRANS STD. T-13 DURING Forecast Homes _ Tops N Barricades, Inc. � DAYLIGHT HOURS ONLY. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. (800)852-TOPS Ron Fifield CALTRANS T-10 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO REFLECTIVE & ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS.. _ 1 of 3 7/ 05 To Be Issued on Approval I _ MONROE ST. �ROAD (I'-, 00 F l W AD I AHEAD i W E TRAFFIC CONTROL TO INSTALL \� �A AD NO SCALE 350 FT OU � W 5� S 6„ A. C. DIKE ON EAST SIDE OF MEDIAN�:lAll W-, (Rn �1�� +1 Wes, ' C-17 anoKoat svE[ourur 1 � i 25 lJJ d W,T i A. C. DIKE - * d d Ito ae W-, (LT) �D d ✓ ! Owl HEAD, IMPERIAL IRRIGATION DVEHICLE 8� Ex®a R, l Qi I DISTRICT OFFICE ! 1 i �tT PUBLIC PARKING EMPLOYEE PARKING LOT '� i✓}d Co17 R-, 2-- A, V, E 5 R - ovoC=C== ot 000vooa=C=ovo+=3C==4:g vo C-23 500 FT ROAD E — G WDRK,WeiDETOUR C-23. � ® _ �500 17(ISTINO \AHEAD EXISTING E � R D 1, NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) 2003 AND THE 2003 M.U.T.C.D. H°raRo% CALIFORNIA SUPPLEMENT. 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF Approved By Data wwumn DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. . 55 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH ProjedNaw TRAFFIC CONTROL PLANS. Street Improvements for Piazza Serena 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH IN DAYLIGHT HOURS, 11'ATNIGHT. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE OF CUT AND THE P(meContada TnaftControl Centacmr - NEAREST TRAFFIC LANE. IF THE CONTRACTOR NEEDS MORE ROOM TO WORK, FLAGGERS SHALL BE ADDED WITH THE PROPER SIGNAGE PER CALTRANS STD. T-13 DURING Forecast Homes - Tops N Barricades, Inc. DAYLIGHT HOURS ONLY. Iftne - . PmparedBy on SwrdaW r- -1 '' 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. (800)852-TOPS Ron Fifield CALTRANS T12 MOD 6.'THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO REFLECTIVE & ALL BARRICADES SHALL V" Numba Dam Penit Hunter BE EQUIPPED WITH FLASHING LIGHTS. THIS PORTION MAY ONLY TAKE 1 DAY DEPENDING ON THE CONTRACTOR. 1 1 3 of 3 7/12/05 - To Be Issued on Approval t% ts- a 0 I i 1 a N TRAFFIC CONTROL TO REMOVE & REPLACE EXISTING w E PAVEMENT AND BUILD % MEDIAN ON MONROE ST. S TO DO THE INTERSECTION, FLAGGERS WILL BE NECESSARY NO SCALE WHILE GRINDING, BASE & PAVING ARE BEING DONE. FLAGGER AHEAD (C-9A) SIGNS SHALL BE POSTED WHEN FLAGGERS ARE PRESENT (REMOVED WHEN NO FLAGGERS ARE PRESENT). THE INTERSECTION SHALL BE MADE READY FOR TRAFFIC AT THE END OF EACH WORK DAY BY A MEANS ACCEPTABLE TO THE CITY OF LA QUINTA FOR OVERNIGHT. IMPERIAL IRRIGATION I.I.D. VEHICLE & DISTRICT OFFICE UBLIC PARKING EMPLOYEE PARKING LOT w-1 vow =aaC=C=C= ill d�b i�l c- 1 b b 1. GJ Gam' i� WORK AREA WORK AREA ooF b �MONROE ST. c-, w- 500 FT • HEAD>i 350 FT iCSg 1, w 1 (Rn C-17 1 �� ROW YARS' SPEED wrrr r a IILII� 25 an C-1; SPEED 25 ' +HFA 500 FT C-17 [K� 25 SEE NOTE 4 � O,® O 1 - C-23 O Exfsnxp NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.TC.D.) 2003 AND THE 2003 M.U.T.C.D. CALIFORNIA SUPPLEMENT. - 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH IN DAYLIGHT HOURS, 11' AT NIGHT.. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. IF THE CONTRACTOR NEEDS MORE ROOM TO WORK, FLAGGERS SHALL BE ADDED WITH THE PROPER SIGNAGE PER CALTRANS STD. T-13 DURING - DAYLIGHT HOURS ONLY. r 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO REFLECTIVE & ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS.. ` d 42 C ( C-17 e RO i=n! A w[W Wur 25 �i SEE NOTE 4 DO w-1 (Rn OWO�RK / C-1 < n C 23 1 KEEP 500 FT Exis xa 55 Street Improvements for Piazza Serena Pr&ne Confredor Trafxc Confrd Cmft=r Forecast Homes Tops. N Barricades, Inc. Pfmne prepared By Based on Standard (800)852-TOPS Ron Fifield CALTRANS T-12 MOD ShM umber Date PermftNumw 2 of 3 7/12/05 To Be Issued on Approval