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5097
T4ht 4 4 Q" ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION Finance Revenue Code E-1 For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection -with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:October 16, 2006 LOCATION OF CONSTRUCTION (Street address or Description): William Kelly Medical Building SDP No. 2005-832. 47-170 Washington PURPOSE OF CONSTRUCTION: Precise Grading DESCRIPTION OF CONSTRUCTION: See PSN 06117� DIMENSION OFINSTALLATION OR REMOVAL: See PSN 06117 APPROXIMATE TIME WHEN WORK WILL BEGIN:February 19, 2007 TIME OF COMPLETION:March 2, 2007 ESTIMATED CONSTRUCTION COST: $50,333.00 (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- 7075. _ Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rul�a�4ulLti�s of the Cit P PPy of La Quinta and to pay for any additional replacement necessary as the result of this work. j• Signature,6f Applicant or Colin McDermott - Gonzalo Guzman P.O. Box 163 Palm DesertCA 92261 (760) 346-0745 (760) 272-7475 Name of Applicant (please print) Business Address Telephone No. McDermott Enterprises P.O. Box 163 Palm DesertCA 92261 (760) 346-0745 Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. Applicant's Insurance Company U U'..I L CITY OF LA FEES: Subdivision Improvement Permit -Class III FINANCE Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $1, 510.00 $100.00 . $1,000.00 $ 2, 610.00 City Business License No. CLS122414 Policy Number Iic improvements: 3% of estimated construction costs ate improvements: 3% of estimated construction costs See attached schedule PERMIT NO.5097 DATE APPROVED: IS 0 EXP�PTI N DATA BY: \ \. \NX Administrativ6AJthority 09/24/2006 TAU 9:29 FAX 760 777 7155 City of La Quite nt�b,Wk [�001/001 4 40" .o 'PUBLIC WORKS DEPAR.TMMNT APPLICATION FOR PERMIT Date: SD No ZOOS" - 83 L Tract No: Project Name: / q ZI Vicinity: b i �J ' Purpose of Const ucdo (x.e.: Rough Gradln& Offsho Str" ,�et(l )�-gam s� P set No. o LD�endoa of lft6v , Approximate Construction Start Date:. �2. _ 0 Anmxinnate Consttuc�on Completion Data; Estimated Constmcdo Cost: S 0 313o 0 FaklMvw t0Mt=t on coat 4iku*OM MMI- l Of AR obettliv1ULh aad d ' back 8vft osrq=d*n cad Prning PQ==ed raAff6aing *zd o[mPluins f°!P°0vamca�ts • Contact Name• �p� yam,/ ' v1 e VZ► Ed #7 Phono A'sMOVE Name of Applicant( /th r Appliosat Address; Appllcaat Telopbone Number: 74,0. 3 y & • 07 S Applioaat9E.,mMI Ada! l0D • v • oyo Nano of Contractor: e" o Contractor Address-.' . u 3 C z Contiact6rTelephone lNumber- 7G G • Contactor State iieerrllsse Numbcr: Cor t etor City Bu s Licenso Number: contractor E-mail Ad ren.. - - k* A COPY URItEmINSURANCIC Y1 MT $Ttr PROVIDED. Applicant or Contra I (C eu 'ability Iuswm uca Company: Applicant or Contractbr General Liability Insumaw Policy Number: LS Izz V OlYiee Uso Oltly: Office Vle QnJr, �-+ s Oct 7IOfQ F t AGOID APt�omitvhdu% r • Dec Caauol DupoaiL i}lxirt Amoutrtt TOTAL FEZ DtM- (20 ) J >� Dams ' Adminl�nadvoAutDodty: , s BPLICATION FOR ?EM4 T�doc z Hovd 0Z06 M 09G : XVd SAS IUHM i10YE3G3W: W0U Wd M : Z0 Ind 900Z-e 1-Z00 :ICEM5ES8:P,12•, 2006 10:15AM DATELAND CONST, No,0665 P. 2 DA I LLANU VUNSTRUCTION CO., ING 6"05 H113HWAY 1111 COACHELLA, CA 92235 (78D) 3984544 - (M) 398-3507 PROPOSALS and CONTRACT NO. PROPOSAL SUBMITTED TO! I 00 3484745 FAX 80 838-9020 12-Se NAME PROJECT: MCDERMOTT ENTERPRISES KELLY MEDICAL BUILDING ADDRESS: LOCA WASHINGTON STREET BETWEEN 47TH Se48TH• LA QUINTA CITY a STATE: ENGINEER DATF- ON PLANS MaGEE SURVEYING INC. 4/2&2008 ATTENTION: GONZALO IPRCOUJE PLANS- NO. AND JITLF-' PAGE 1 OF 2 Kelly Medloal B. We hereby propose 4o tum'1sh the newt$wry eqw Iowr end maWal mgulrod. a podom the ronowtn9 work ON491TE NAMOVEMENTS 1 1246 SF CONSTRUCT 4" THIC l P.C.C. SIDEWALK PER ARCH. Q 3.56 $ 4,423.30 PLANS, .LOIN BACK Oa- EX. CURB. 2 1 EA CONSTRUCT HANDII , RAMP PER DETAIL ON SHEET 3. @ 430.00 $ 430.00 3 3 EA PAINT HANDICAP STRIPING PER DETAIL ON SHEET 3. 300.00 $ 900.00 4 2 EA INSTALL HANDICAP SI NAGE PER DETAIL ON SHEET 3. Q 360.00 $ 700.00 5 1 LS PAINT N'WIDE WHITE "DOUBLE HAIRPIN" STYLE 830.00 $ 830.00 PARKING STALL. STRI IN O PER CITY OF LA QUINTA STDS. AND DETAIL O SHEET 3. 6 15 EA INSTALL 6" DIA. NDS ATRIUM DRAIN PER DETAIL ON Q 175.00 $ 2,625.00 SHEET 3. 8 8 10 11 12 13 14 cr, 1111V In1.L. ) n v1vWq �+c�►r� vlvvly rCJS I/{rL vn SHEET 3. .c�u.w t365 LF INSTALL 4" PVC (SDR I ). 0 33.00 $ 6 LF INSTALL 6" PVC (SDR $*). @ 30.00 $ 4 EA INSTALL 12" X 12" NDSII AREA DRAIN PER DETAIL ON @ 300.00 $ SHEET 3. 1 EA INSTALL SAND FILTER PER CITY OF LA QUINTA STD. 370. 14,500.00 i 10 LF INSTALL LEACH FIELD PER CITY OF LA QUINTA STD. 370. LENGTH OF LEACH FII:LU =1t?'. INCLUDED IN LINE 11. 1 EA CONSTRUCT BUBBLER BOX W/ CURB OUTLET PER MAIL 1,500.00 $ ON SHEET 3. 6 EA OUTLET SECONDARY ROOF DRAIN OVERFLOW PIPE AT GRADE. BY OTHER6. ps.2) I ou.uu 21,945.00 180.00 1,200.00 14,500.00 1,600.00 Md 0606 M 09L : XVd SH IdMIN3 ,L,LOYEHOW: WOU . Wd 0 :10 M 90OZ-6 I-.L00 S> D .12 2006 10 :15AM (con1DATEWD CONST. N 0 sly E2 Medk�l B. 15 1 EA INSTALL ENTRANCE SHEET 3. STIPULATIONS: Construction water & meter by others Engineering , staking & compaction tee Grading behind curbs & In planters by i Flnish grwMg for landscaping by other This price is based upon unapproved p Striping & wheel stops by others Fog seat or seal coat not Included Prime coat not Included. Asphalt pavement installed in one lift Asphalt price good until Sept, 30, 200e to crude oll and/or natural gas price me be passedon to owner. Any permits or %es by others Masonry concrete block wall by others One move In per phase of work. Dalteland will not be responsible for ant Owner to provide source for suftent e Permits, Fees, Bonds or Certificates (p Dateland Construction are extras. Not responsible for unmarked undergn Due to the high voWIRy of fuel paces, DUST CONTROL: Dateland Conativctlon YAI be respona Any additional watering to fulflit the PI and/or Dabsland's work area shall be and Equiprnent rental rates. Dateland will keep adequate number water trucks required to 102 the PM1 current labor and equipment rental rat Datsland Construction co. reserves th in lieu of Class II Aggergate Base. Buyer end adler agree Uxt the 9ewd lenrre end owd%m on the ACCEPTED FOR BUYER BY Tt.E Wlren $W d by ft Buyer M d WP Vvd by a Meragag Wm of between both parties, W*, ford 1>: ww fordl hen SIGN PER DETAIL. ON ONSITE IMPRMM ENT TOTALS PROJECT TOTAL land will apply) by opera, & subject to change any Increase In asphalt price due eases after Sept. 30, 2006 will 350.00 3 350.00 landscape or irrigation repairs or relocation apply of contraction water at construction site boundary ftrmance bond, additional insured, ect) .required of utilities. may be a fuel surcharge at award or start of projecL $ 50 333.30 ✓ $ 50,333.30 s for dust oontrol on its work during nomral working hours only. 0 plan requirements over and above the norrtal working hours mrdsd to the owner in accordance with currard Labor water trucks for Irs normal grading artd compaction work, any addltonal plan requirements will be changed to the owner in accordance with our right to subatttute an approved C.M.B (Crushed Miscellaneous Base) OK trxeoram pot of Lisa epreement and ws ftmk * wdw*od. & b ram by: AAFWW By 3 Cnmpergt, ft Wramb a Inn Wnhd rrfwrd Ee, eow ding b term and his 3Ddd :OZ06 M 09L: M SHS IHdUhN3: ZZ00aG3W W0E9 Wd 1�:10 M 900Z=Z L-Z00 GENERAL NOTES amWrbAVpr AL¢••A ura oTamA'Pn ADxWrq Gw xA<bo>�.r D11°".q �xr"'9.�0 xr°`�49rN R wA9iMlwWn �mArmon,gaiu'r`paibi9�a.o uu �i. w°v�nx A. w mm ap.ur ALf Avmr�yNaa u nwW 9NPAl x9/n[onn,9 PP. rARr m <POAa arAsaW<mi�orn®.rm,N an r mr p�i��iay.°Mo..¢�a �N�u.`M.aoQo �rDw:W� ��px.,man9DwN. �xo.,a.;�wRrNy„m N moi b. i.��� a192 vxarn ra°`ib.Tm�"wr"'irnm'm �r�0.w ra .�i.rmn yAmAro.w. 9w[ ®n�M�,o'D r9¢,ss n et Pn a ooa AA®emb .p m�vq•°n�Q3 Al n9 —`1P®°or4�n PAVING NOTES _ma.mm u1m�p10.ronu°wmx �mmw a�wm�n,n mu�n� Ac x m rA+n ®r rw amnn 9wL <NwAum N m m w wa UTILITIES GRADING NOTES IN THE CITY OF LA QUINTA 1 K W. x�.M ra°wNx�b PRECISE GRADING PLAN aowxwwn b II�IYxDP�101/D�OL. 4RSr G}npx. y0 . xq DAg,& ADx )) ND UPoArt ILT,G ar[r!f PavApw Dr. RLl KELLY MEDICAL BUILDING z ra ans owxml Arb ra uaxmbra aacbsr abu tetras[ :M�aA:a ��Df:nanax S.D.P. ##2005-832 47-170 WALSHINGTON STREET s a D�obrm°alan°iOmucxtp1w, m �mrnr:raz wmxrl¢<01xAxp1�0i PARCEL 12, PM. 29889, LA QUINTA PROFESSIONAL PLAZA aAwm bRn" " AxD " °" ro ooxsn c w b PORTION OF SECTION 30, T. 5 S. , R. 7 E. , S. B.B. M. A PW,AxLxi p¢uxAb SnuCN¢R rdPD¢Axv Dau[ArZ NNr9Dl �Aoy�LYTair Pncommro —1 PbrbxD rArtP AxD —AGE m s An[A bsApxa [AnHw warm awl eE srAUlm m A I<gwu b e• a ra wmrt art a n acaMwaD e• ra loss rmcRr. a ME aAawM brr AND xL savrr arAu R r.l. SIGNING AND STRIPING NOTES n'".x�i.E n �r a v.°g °bilpa� .� R :Am auvL a cawAcrro m A uwvuM b voa rmAm[ DolaM1 Wn .ar.M, acorlumrs AND ra ADmc M[MIIb® sov 9abl a IArmIW w.WADE 9IA1L BL to wAvrAb aryl K A u b 0.J' Kfp Ax0 K CDxS1INtrw A MrnuW b Y TRDu C rW � Wr w ral Slb[a ra uWPNu 9AP[ b rrAlLt aIALL b 0.sx0.x on WaP N<fAl AW ••VyfA bf6 Abmv y. nor v x OD[�ALmglatalA �irrrm_ 9. m w abLL R mm w m A MrbW b xvarc r b xm e• ra uNraa nAlDwb �[ KC,Wx rw0 w [gAVAtpr, Aa APPR0.KO DY rNE arc CMbNmI. 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DLW rALLt Aa xOT PAR b ra GRA-G POIYr. 9IBrIir rb �:.Q � � .� �.'.D (N xAiQf Iv N m'°v°9 A'n i°p 01r 1p`a'm v[ mli sbAPArt eulnwo PERnr(t} T. , asavraaE m Paws ar axrylwA,Iw b n wvaeNW"r.erwm irbM:AimcuinnmArwr rAwlu DIAm[c Lo.snucrlw b areKWrNr IYwroKYFN,91• Mf cwnAtrbr. xMcgAm• Haag m rwy rrA �bm JroAr wAurADE aluaalmlArrwmAnDlr bra w amo Io.` ADuma,D oDNlba 9wro4 �Y r rY lDbaa rum nmwn.ru.b D[,�mla nn v m cmn Aowryra rtsi Dfaom m r aMgnMArt ra n9rcm[u AKwAL+b ra rAwas PARIQNC SUMMARY ,n ra aWIRAcm¢.auu PRDMOE .xo tR09pr Axo Door cbnoL canvass As aaiRm er ra roams war wrraa xAx APHms[n PPa[Lr. t[yn[rD music rmrAa: a[DD sr. r ,STAG[ PLDCx[D Ipf s00 SI. ,HE CONMmm Sxm DE RCSPOxSME rw m LOCA, Am mmc— O ALL —ES. rw ra LOCAnOx b MERO MW U,DIRS. OR rOR E,RRO- rNCr ASSISTANCE CALL: IMPMAL WIIOAnON OR,NICT (ELECMOTY) (RDD) ]n3-TTSe SGriHENN CAUratNIA GAS COMPANYAn-22W VER120N (TELEPHONE) I-BW-ABr-S000 W [ wM OVA `ALE t� OIS,RICT ()D0) rDe 11 ( (160) JAO--1 Exr. 281 SHEET INDEX nnr sir M H¢bK ouwrc HAx a aces w - LEGEND n m„� CONSTRUCTION NOTES & QUANTITIES rt-rl0 0¢� �, wA�. 1 QI w16nDA'I •'INOT P.CL S[eWAiR Afbl H.lK� 1rJ99 uaHwr mAt[a v bror a - vAx .6Y eWlnRLWB ®awsaa'r xamrAv [Alp Ica a/a a arrr z / r u a•Gr xc - xD vAx r p r I NVGEM srmrw' HTr Kra w am s / ! u ID IDAQS PRm¢[D Q M/ALL MA<W 9DY? NR bIN b 961 J / S G /•DIL MgLCt rq4 A9AmfD rOf Atw •L PAbwc ©P.wr •• ar we me[ xwN• smr vw c nAu r u � b sex ruswc sRv<:Ivr Dn b u awu smt AAn Kr or arr. ! �nsrAu a•aA ws Arrmr aux la mu aaar! � tG c-um Di a�wK reAa rxe SOILS ENGINEER ©xsrAb rst•wws atb caw ra oral waarA� su Q NSADJ Y PIc' (mr dDJ s.aN Asx i Im v a�rvw mvoyxz ws ®xs� t' nc (mr nl -.. e v ' _ r ®xsrAu rr J n' Irs AAG ofw Hx KrAA w aIt J � • u r w wor-ro ro'wWrS �/bEYI SMrtiAIQ bM1bUO/rG fr0. lA/ IG PA. ,Wba'ARG[�rx �r@NM.9, a. m - wlb. arAsc uLL �s a mr - 3 v�ro� �i � mvzrmcr a.®ar mr rrx nr<ansr Inr ar a am! � r u �[L. mnw; ®anrr sEmaavr av afw D,catm waAr oua� eu �_P.LL rr""9an N001NPai .rLn '� .wT awl ® I4/H! plAA1Q MMT.9d IP Lfaf b 9rr1! / 1 G -tt- . xb. caxmw ar°" • 6 ! UNAUTHORIZED CHANCES & USES n aMOa'v""w°D CITY Dr LA OIIINTA A OVIIRI n( ucDan PW1WDYi rl[K HAM V¢L Mt K Kapq,rU IOC w lNtlr IW. UwIllrWlII1 OWAZS m w IRS w (rEK H.na yl LNVQt 10 rK HAYS Nar K M Y911O6 A19 MUtI L APPtmCO Ir R[ xbAv[9 w rl(K HAxt PWn Sat Na �� NOTICE TO CONTRACTOR Loemcrwr t lm- ASWs MAr M A[mfDwfE nM rnewar At®RD maryErwr MXT=S, 0n'rRLL'mN ralrRA W ML K —f9 M AMW ME An a CrC aWD Am x m mr nR S[WRrLrr twat K HUE m ~ MrD r w wr K ov= m /p!Ml VOA'DG IORL a0 mwrm Cwwm Hanry Aw m mum DR 1— me Kilw HiVCSSRfIt IxOa[Tr rrw Axr wY0 ALL IMIIrm, K w At![Q0. x LOA lm VIM ne H%wrgvfL w Ywf d nos —1. GOPin6 Lawn Axsn6 r[w M ME rLORrQ b IILSIw H®[StIDw. VICINITY LAP r.S LEGAL DESCRIPTION P.wm Iz PAAm MAv lvem ADDRESS uT-rro uanclDv sr. axu G my A.P.N. CN-lNOtr OIINERS w nuAM r A[ur �J Dw.PI�DG ➢Ism BENCHMARK aMMAW KBY. of v: szB2 rw b 0P¢ AI Dr [a w x NrrrlAL¢ r sa b rK H,wrn. HTr Orr b u awN mw Down HAx bu ana HA'r9Vlrl HALL • BASIS OF BEARINGS K.vars aa[x a r� HAxf Are alsm a nr <srTK b nr mUn[Af/ gwRRlr b srnw A row9i t sWM RAAK / GSG SM KnGfOAb flLIDK ADO romAa AS 99N rr aW w!a N PAan ¢AP eqx Jmr,c n ♦ az oIInAL ALLOfDi .BrOraK awn, eaw x attJmx TOPOGRAPHY Iaw¢rAHK trNsn Hswem er rAaa surNnc FEMA FLOOD ZONE DESIONAHON Jwe s HAP,am La Pmmm%sa -awl roe • auc� u AIeA arm[ nr tau- a NARTHIIORK QUANT?IES can A LY. ru n LE Armor. y LE TA4rxAwf Owxnnn 9Alrl ra80Y N AOI Aaar 9r¢NAK SotaQ2 DNx-GuvAmf arRAYAmv brmms (AfavbN wxnrEs abw• KKw.yr Ica rtsvr Huns a[ aNnbcrw afvJ K ArsHNmAE rtN Krubxas xs aw Duwnlet rtr eawn nsrKs pan Fna �.nr•r�la+lwvrYar+W+rr Larr• Coo `9. oeu9.ea/yDa.'rgnJ NP AaP....,w EJNCKE� CN HMMSS. 6/O8/O6 mu 1800-A32 3031 Av SJJEAT NO. 1 OF 3 G1 WDERMOTT ENTERPRISES Quality Custom Built Homes Colln McDermott, Owner License No. 306566 P.O. Box 163 Palm Desert, CA 92261 (760) 346-0745 FAX (760) 836-9020 TELECOPY TRAMSMITTAL SHEET DATE: Y 121 /1 TO: c* �C r 7. ` 76 c�QJ 1, , �.: �� J-4 FROM: NUMBER OF PAGES: (INCLUDING COVER PAGE) rcl� BJ/ PLEASE CALL AT (760) 346-0745, IF THERE IS ANY PROBL M WITH RECEPTION. 7 ZJ 41C -N X I-r-eP" PW 1JS I" 0A-01ek /16At n-i 4:l.I/nJ SIiI'LLe 4iiI l BBtld Od06 9£8 09L XVd S3S18dH3J,N3 J.10WN34Ori W08d Wtl LS ll Q9M 9001-Od-d3S It I A D CASH DEPOSIT STATUS SHEET* Budget Account No. DIN: Project Location: Kelly Medical Bldg, SDP No. 2005-832, Wasington Street & W of Ave 47 Developer: MCDERMOTT ENTERPRISES; PO BOX 163; PALM DESERT, CA 92261; (760) 346-0745 ®CASH SECURITY - DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT ®Dust control; ❑As -built plans; ❑Removal of temporary improvements Other [—]CASH PAYMENT - DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT DATE DEPOSIT DEBIT BALANCE Amount Receipt # 10/30/06 $1,120.00 1120 COMMENTS FULL DEPOSIT IN CASH FORM FOR PM 10 AT SUBJECT PROJECT. Cash deposits placed in City administered trust accounts are typically received for two basic reasons:1) CASH SECURITY- to provide a source of funds for the City to draw upon If the City incurs costs satisfying obligations of the developer, or 2) CASH PAYMENT- to provide a source of funding for improvements, property, or services to be acquired, or administered, by the City at the developer's expense. The City will release the fund balance when the developer's obligations that prompted the cash deposit are fully satisfied. The release function. Is Initiated via the Request/Demand for Release of Cash Deposit (Form F058) 1'" 3 0 2006 CITY OF LA UINTA F059 W00 n City of La Quinta. The following General and Special Provisions are attached to and made a part of Permit Number 5097 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of.La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( " N/A " ) inches of A.C. paving placed on ( " N/A " ) inches of ( " N/A " ) aggregate sub -base course having an "R" value of not less than ( " N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑. R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 %") 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 stredlizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ®• R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction; all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be fumished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ RI BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (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. 1. 01 3. 4. PERMIT NO.5097 Kelly Medical Building/Precise Grading/SDP No.2005-832 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. McDermott Enterprises, 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) 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 Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 7. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. Special Conditions Page l of 7 PERMIT NO.5097 Kelly Medical Building/Precise Grading/SDP No.2005-832 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. Building areas should be overexcavated to a depth of at least that shown within the Geotechnical Report. Overexcavation should be observed by a representative of the Geotechnical Engineer of Record and compaction should be verified by testing. Any deviations from this permit, soils report, or grading plan must be approved by the City Engineer prior to the construction of the deviations. 10. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this pen -nit. 11. 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: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 12. Any land on which Williamson Act contracts apply shall remain undisturbed. 13. 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. 14. 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. Special Conditions Page 2 of 7 PERMIT NO.5097 Kelly Medical Building/Precise Grading/SDP No.2005-832 15. 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. 16. 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. 17. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's. 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. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the Public Works inspector may halt grading operations until. the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. 18. 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 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. 19. 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. 20. 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 Special Conditions Page 3 of 7 PERMIT NO.5097 Kelly Medical Budding/Precise Grading/SDP No.2005-832 21. 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. 22. 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. 23. 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. 24. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Associate Engineer. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 25. 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. 26. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for.Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as Special Conditions Page 4 of 7 PERMIT NO.5097 Kelly Medical Building/Precise Grading/SDP N0.2005-832 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 f6r 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. 27. 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. 28. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 29. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 5 of 7 PERMIT NO.5097 Kelly Medical Building/Precise Grading/SDP No.2005-832 30. 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 12" 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 6 of 7 PERMIT NO.5097 Kelly Medical Building/Precise Grading/SDP No.2005-832 31. 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. 32. 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. 33. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 34. 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. 35. 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 7 of 7