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4451NP;PE:' With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS CGIOLjjVED Subdivision Improvement Permit — Class I II DATE: ° �' :a n �� Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION V`23 W (Street address or Description of Location) PURPOSE OF CONSTRUCTION 'L:: �r OLLILL1 '') c; r DESCRIPTION OF CONSTRUCTION ".L��;'�� DIMENSION OF INSTALLATION OR REMOVAL Sketch (attach construction plans if appropriate) SIZE OF EXCAVATION, IF NEEDED W U �� APPROXIMATE TIME WHEN WORK WILL BEGIN ju-17 L5 20013 APPROXIMATE TIME OF COMPLETION 1U13'�� ESTIMATED CONSTRUCTION COST $`' ��' ��'-��,�� j (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: I " �-1 ? 5 ?. s L�J if kkiihw"A J(JL 2 c�,�8-� g Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of.�t1jis work. Name of Applicant (please print) Signature of Applicant Business Address � rrra-��e, syeti Telephone No. i��•�,��.�,,1�1 ��G�i.�;�;a °Z�;® .�� c�v �.i�� C,��.,�.T:T�;��, ��/� ��,�,�RtiF� Name of Contractor and Job Foreman Business Address Telephone No. S , 1'1L<, Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ Permit Fee U' 06 2 « 11 N"o Cash Deposit -Surety Bond if required TOTAL: $ J=� v f 0 )O J� Receipt No. Received by Date PERMIT VALIDATION PERMIT NO. L�'L`>�'1 DATE APPROVED 2 ? "12� EXPIRATION DATE DATE, ISSUED �� ?9� Administrative Authority Recorded by 11 Telephone: (760) 777-7075 With proper,yalidation A .01 this form constitutes an encroach ment_permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE: July 22, 2005 Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV - LOCATION OF CONSTRUCTION 78300 Avenue 48 (48th and Adams) Tract 31311 1 (Street address or Description of Location) PURPOSE OF CONSTRUCTION Street and Storm Drain (On -Site) DESCRIPTION OF CONSTRUCTION Install storm drains (See PSN) 7 c`, {� DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN July 25, 2005 APPROXIMATE TIME OF COMPLETION AuXuet 8! 2005 ESTIMATED CONSTRUCTION COST $ �I (�, (ILt r (Including removal of all obstruction, materials,a 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: Sketch (attach construction plans.if appropriate) t') 1-/ t ,_1 Ilk ; < Jut 2,5 zoo rNv 5 �N\F paUINT4 Indemnify, defend• and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result osthis work. Santa Rosa Dev. (Guy Charmichael) 467 Name of Applicant (please print) Signature of Applicant Business Address Telephone No Dateland Cvnst. Inc. 50305 Hwy 111 Coal.cliella. CA 39R-SSAA Name of Contractor and Job Foreman Business Address Telephone No. 396698 Contractor's License No. 00031 City Business License No. James River Insurance itnnnngn6A Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit - Class IV: See attached schedule Inspection Fee $ 1�`'�-� �y.��• 3J Permit Fee 100.00 %�PenaltyAs—Built Dep (1.000.00) Cash Deposit -Surety Bond if required TOTAL: $ Receipt No. Received by Date 4451 PERMIT VALIDATION PERMIT NO. 4451 DATE APPROVED EXPIRATION DATE ! DATE:ISSSADt �r- ZrZ - J By 41 Administrative Authority I Recorded by Telephone: (760) 777-7075 ,� a, ''�.� • Date: Location of Construction: 793ov 4ve �{ Purpose of Construction: - Descri t- ff ��_ W/� �A� j �-? ��Oc Qyii� l Cly S {�rce� p ion of Construction: ec SIJ0. d 6 Dimension of Installation or Removal: Approximate. Construction Start Date: 7 car Approximate. Construction Completion Date: C� 5� Estimated. Construction Cost: S' EsfimawicoustrKtiu cost"iaeudterf , and debris, lmdc 4005ZaG pbtan paaearscacnanpemoo aogiopovanas nd -�°8. baron e Contact Name:e Phone Number. SRO t/- 012G S Name of Applicant:12Cos�� . Applicant Address:' L/ 7S3 . an.s V. e !2 2�'3 Applicant Telephone Number: Name of Contractor, q e a i Contractor Address:. S03o. :,Aft"Av 41/ C'o-', X e lee r,4 Contractor Telephone Number: 3_ g_ g�Ss'0y Contractor State License Number: 39 G G q Contractor City Business License Number: 0,0 ` A COPY OF THE CURRENT INSLm:ANC E CERTMCATE MUST BE PROVIDED t Applicant or Contractor General Liab Insurance mpany: c / veK" Applicant -or Contractor General Liability Insurance Policy Number. Office Use Only. 96� Pemut Fee. r : As-Built�� Deposit:_ Dust control Dcposit Credit Amount: / TOTAL FEE DUE: ' �`' `' • T b �jO, U Office Use Only: Assigned Permit Numb= u y S 1 Approval Date: l Upuation biuc Date: Admkistiative Authority: 13 0 07/08/2005 15:01 760-360-4817 �,I�ORD,h, HRH_ INSURANCE PAGE 02 sL7AT CERTIFICATE PRODUCER OF LIABILITY11 CON INSURANCE DATE (MM/DD/YYyy) HRH of Coachella Valley THIS CERTIFICATE 11 ISSUED AS Insurance Services LIC #0511299 77-564 Country Club A MATTER OF INFOR7/08/06 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT Dr., #401 Palm Desert, CA 92211 AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLS ICIEBELOW. INeuRED INSURERS AFFORDING COVERAGE Dateland Construction Co Inc INSURER q: James River NAIC # 50-305 Hwy 111 INSURER e: Safeco Ins. Ca. of America 12203 Coachella, CA 92236 INSURER c: State Fund 24740 INSURER D: 35076 COVERAGES INSURER E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN 199U6D TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ngmm R INSAS TYPE OF INSURANCE POLICY NUM9ER DATE EFP VE PO EXPIRATI A X GENERAL LIABIUTY 1100008068 Line X COMMERCIAL GENERAL LIABILITY 01/15/05 01/15/00 EACH OCCURRENCE $1 000 000 CLAIMS MADE 5x]DAMAG 0 RENTED OCCUR $SO O00 BI/PD Ded:5 000 MED EXP (Any one person $ PERSONAL d ADV INJURY s1 000.000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2 OOO OOO POLICY PRO• LOG PRODUCTS - COMP/OP AGG s2 000 OOO B AUTOMOBILE LIABILITY 01 CG71332910 01/15/05 X ANY AUTO 01/15/06 COMBINED SINGLE OMIT ALL OWNED AUTOS (Ea 9eddont) E1,000,000 X SCHEDULED AUTOS BODILY INJURY X HIRED AUTOS (Per person) S X NON -OWNED AUTOS BODILYINJURY (Per$ PROPERTY DAMAGE GARAGE LIABIl17Y (Par eceldent) $ ANY AUTO AUTO ONLY . EA ACCIDENT L OTHER THAN EAACC $ EXCESS/UMBRELLA LIABILITY AUTO ONLY: AGG $ '— OCCUR CLAIMS MADE EACH OCCURRENCE b DEDUCTIBLE C EMPLOYWORKERS COMPEILITY NAND 046000725304 01/01/05 01/01/OB EMPLOYERS' LIABILITY OFFICERIMEMBER EXCLUDED?ECUTIVE yrt:C1AL PROVISIONS below I•I., u,eEASE . EA EMPLOYEE S7 OTHER E.L. DISEASE . POLICY LIMIT I a1 DESCRIPTION OF OPERATIONS / LOCATIONS I VENICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS "Certificate holder Is also named as additional Insured per Form AP2000US. all ongoing grading/paving/water & sewer main construction operations of named Insured 10 day notice of cancellation for non-payment of premium This certificate Is subject to conditions and exclusions contained in the policy. Job: Watercolors.Tract #31311 46th & Adams La Quinta Consolidated Contracting Inc. Santa Rosa Development RBC Centura Bank 46763 Adams St "MOULD ANY OF THE ABOVE'OEBCRIBED POLICIES BE CANcELLGD BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 111_ GAYS WRt1`rEN+ NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE To DO SO SHALL. IMPOSE NO OBLIGATION OR LIABILITY OFgNY HIND UPOWTHE INSURER, ITS AGENTS OR REPRESENTATIVE ACORD 25 (2001108) 1 of 1 #8191149/M191146 2JPIM O ACORD CORPORATION 1998' A:E1UE A e PROJECT vFa�a VICINITY MAP NORTH Avr ro scuc � �WNEA: APPLICANT: BENCHMARKw �51S OF BEARING: ESTIMATE OF QUANTITIES Ol OO,I,,,,o�us¢,waM UTIUTY PURVEYORS: "w: `mo""".•=i�.`°m l,"a:min Imm�lJ- u emEww� �i,am 5w:ul: TRACT 31311 ON -SITE STREET IMPROVEMENT, SIGNING & STRIPING, & STORM DRAIN PLANS _i �iR '4 G46.FRi�l O __.._ ._ __ __ ._ ._- ;*. �.i.� • j GENERAL NOTES - nr,ra,.ou ,. eulur. umxc -SIGN -9FS 1 'cF5I1 °16O°umr°w 'rm'im: Jom COT m ae ao �',�,N N 1 n-.1-_.4 .. I•-•�.- •. •mau0lx lO, s,w,c,dr mSuuaua00,u " 1 1 W n I I I Sa • .3,` T IJ, I � � .Oe,00xr.15,w¢s�lmnJ�+6 ¢avm. rn wOl,i,. 1 'M - A, '.• r x r ss m u� i ��` .0 la,mw,»Jam�en,�+rrolrvuoAx,o. ' I,uw[ ro N _ _—. ypJ y _i•."i �r'mu¢acve•�.c,�wioaemcrw,rmm ¢! �i r°-= i —1'st » 1 ea • �s, b } I .� a- �'f 1'•S Jv„JK.°"`raJ`nTo + ; �"'�'�uaASwen�m u¢rJro°uel.ruw.,Jm!¢mre i� �� } e e �yt } � wru¢¢vamaru,�¢,w,4 w¢rwrouJaum. 1 J i W • L-:. .- - at'IU i __ _I.. � ,p" u i wT,n�00�wnww m�owwc� a�ium mO.Jiw o• Ir.�oeaO.TJarmrw�Jow�am�rwc wlm�,ss.w mi a.u,ww. rl.v 1 i -�' m _ - � o.mx5,'�¢cTw awu°P"mv5"wr'wmTwv¢arluw«,wiiwa,<µrvuw,Jm' a "u`owvm°�w 1°s.w"�c my nl'°'O,e �°mm+�O.,cM� 195 T -- -- O- OGxO¢t i5im • Sur OJ»,F.,ryOS•,4aJTA¢,d,.GiS9,:uO10, 0}O 90 I = - i 03Nu1R 910nt S¢S¢,r-HK01\Jr,w.O,W TOSmw�l � MS�L.tl SosD. fW[fLW1¢ur.6,m mmlLL O,lOuin r,Wglf xa i ' ,ur,»m,mom, Wyn,T°Or¢,r- a.rarouroxsow �gn�OL�� yQ.purouiCfi.Tma I �lap¢nrn..vTMwiunrna.wrmou�m+ra rwws. r�`w. ¢w�smvs. umrwaaJcnru�a.JJ. �T _ Im ,» »3 � IN m » I 9 � , ¢OfAelOalta�iSm O.4w4em¢oOS[ro¢TSa m¢' TS4aiu bx ,w - — e T 9 — - zwnucno w wn �m muo >w�moa9 a STRIPING AND SIGNING NOTE le la m la a I.l I w �°a.wn,vr,svA� .waw,4iro`wr�',¢mr,snroi Im IOi tW I 1 ITT a I (�d,sn�uCl,w��uoFnsm Div nT Ma9 rtJ�r. w,v l�'otwpmu[ ®DETAIL _ Im Ila ,a vlln 7 al o1 Ix j u.lw,mTIT. .wea 9rwmlTaonww,r.�,.,<J rouemoxrl�,o.m RAMP CONSTRUCTION aw5l.u„J.srwv r„T.wu�°°vl.a`mov,°„¢""ew=I.I.Im'.w"ww` 'a TYPICAL SECTION lo, — - s e i e.wa°l,m.lmw�,.l.cn.mrr„u¢JaaaJ To , �® L ¢rimc. nem�, mom» , t i .»,vaev,�J¢,vJ,r,r v,s w. ¢al..olmr»Jwmsawmv.,w 1 a .. O DETAIL ® DETAIL' TYPE'H'CURB TYPE'H'CURB TYPICALvSECTION TYPICALSECTION LEGEND NORTH s9 INDEK & LOCATION MAP � ,.Sal q.ip R �NfOI C..eNIpW : WRW s T-T wwJ l . �! lM R Qy e : b �' SfPDge Qj SDfl..Wt �. r oOiU''a� ww°„a wwuro,s PARKING STALL DETAIL TYPICAL sernoN =- SOILS EN.JNINEEEERYoCERTFICATE mm um ®® 1-800- v¢u"QTn'Jwwri x°�9o�Js9:w�aami JJ.z9oJ �'la Jx,e 4\!1 GUTTER DETAIL TYPICAL¢SECTION 2600 paO �Jt�Oa¢H5pl il,f ,1':bm.po.S 5� .M�w "dL 1 ' L_ i� _ '`" .i .I ..�t I g 11 s0------------------- 9ic,¢waw¢uoacmr,m uwmvro ,lm,wo.Jlavrmsn A¢,1,nwuJJmnrww,°.¢w.wuww'n¢r,aawn,,'` stE vrttT3 i� CONSTRUCTION NOTE b ESTIMATE OF QUANTITIES ,o-mlenucT uoJwr. sm wJ Ju , 7�06„uxwA¢JJuv • tiJ„Uu(W„»O.JN • Ju. • I �rael.uc, vwmww^"•au. NAaw oru¢aJuSm.J,o a»u SHEET INDEX (,�o,sr.ulr.n Jaaonmu.0 �»u i5mao,.w lua•� �uT,�„v,e s,♦r,,lma p LE�ADp?:90 P.0 CITY of LA OUINTA PI.O S¢ No. OSo86 o. ON-sfTE STREET IMPROVEMENT, SIGNING AND STRIPING, AND STORM DRAIN PLANS TRACT 31311 4 4 WA ITEM Grading 1) Grading 2) Finish Pads \Watsngiree�r�ulgv [lc�at�o VsoiEl CIVIL ENGINEERING v LAND PLANNIN.G TRACT 31311 BOND ESTIMATE SUBDIVISION IMPROVEMENTS 07129104- Street Improvements (ONOff-site)' �1) Construct 3" a.c. over 4.5" crushed g. base (min) 2) onstruct 6" type "A-6" curb per Rive County Std. 20 3) onstruct 4' sidewalk per RiversiderCounty Std: No. 40.1 5) C struct manhole per A.P.W.A. �td. 3 -0 6) Ins I stop sign per Caltrans.Std. r-1 7) Inst I Handicap ramp case "A' per Riv. ounty Std... 403. 8) Instal Handicap ramp Case "B" per Riv. ounty Std. 403 9) Cons ctcross gutter per Riv. County td. No. 209. 10) Const catch basin per Riv. County S d. No. 300. 11) Gonstru gutter depression, case C, Riv. County Std.,.330 & details n sheet 9 12) Install 18" DPE Storm drain 4eon: a (or eq al) 13) Construct rywell per detail a 1.4). Construct '-wide meanderin idewal rL i . St . ebsting pav ent per detail " " on sheet 6 16) Type "D' ou 18) Construct P.C. . Driveway pproach p detail on sht. 19) Install stop bar r detail 19 n sheet 9 20) Construct rock pi for blow o outlet per det it 20 on sheet 7 21) Construct leash li a (length per plan) 22) Install 18" RCP pip D - loa 2000 (or equal) QUANTITY UNIT PRICE COST' 30,183 CY $: 1.25 $ ` 37, 728. 75 149 EA 50 74.500.00: 112,228.75. 09 99 SF $ 1.39. $ 151,641.64- ` 0 LF $• 10.00.$ 87,000.00. 2 ,81 SF $ 2.50 $ 64,540.00 e 3 EA $ 2,500.00 $: 7,500.00 1. E4 $ 400.00 S. 400.00. 4— $ 750.00 $ 3- 9-90. / SO o. 12 $" 750.00 $ 9,000.00 2 $ 2,000.00 $ 4,000.00, 9 $' 3,500.00 $ 31, 500.00 9 S. 0.00 $ 0.00 , 995 LF $ 30.00 $ 29,850.00. 3 EA $ 3,500.00 : 10, 500.00 625 LF $ 10. 0 $. 6,250.00 6- 33 EA $: 50.00 $; 8 250.00: 9 EA $ 33.00 $ 97.00 1 00 CIF35.00 $ 38,500.00 6 EX $ 8,250.00 $ 49,500.00 183 LF $ 32.00 $ 5,856.00 Total $ 517,971.00 f�A-k WatsonWIA. tEr WO is -con lEngpineme,iror g), ]tntcc. CIVIL ENGINEERING ♦ 'LAND�PL.A'.NNING '. TRACT 31311 • BOND ESTIMATE r M, f SUBDIVISION IMPROVEMENTS' ' • 07/29104. , ITEM' QUANTITY • UNrr PRICE . COST Grading. 1) Grading p 30,183' CY $ ' 1:25 $ • - 37,728.75 . f 2) Finish Pads wy�� 149 EA. $ 500.00' 1, 74,500.00 r 112, 228.75 A Street Improvements (On/ ) .t • a �1)4Construct-3"=a.c: 6ver'4:5"crush : base \10 , 99: SF (2) Construct 6 4ype; A-6 curb pei Riv: ty SIR - t, %8 700 ~ LF 0.00 $ ' 87r 000 00 Coristruct�4 sidewalk per,Rroerside C unty td No."401 � . �25,816' SF $ �2. 4) Construct cross gutter with splash ar per R' .County Std. 21 1 $, 2,000.0 $ 2,000.00 5) Construct manhole per A-P.W.A`Std. 322-0— , �i "$ f 2,500.00 7 500.00 } )Install _stop sig p Cattrans'Std R 1 `t $ : `OOAO $ �f400 00 fs �7) Ins all Handicap ramp case "A" per R' County St' -��j YEA $ (750.00y$:-966.981�"j �8)Inst I Handicap ramp Case 'B"per.R Coun - td: 403 ��1,2 �y $. I~750.00'$ (9,900.0b), C9)'C0ns-`ct;cr_oss'gutter.per•Riv. .Cou L Std" 0"209 t 2= r $.' "2,000.0$ �4;000.00 00), ,onst ct catch basin per Rro'County `No:.,300 9T $ {3,500.00r$)1 (31;500:00 Const- _ gutter depression case _ Riv County 8td:: "3 0� �19 $ 0:00 k $ 0.00) , t& details n sheet w 12)lInstall 18_ HDPE_Storm drain a -(or, u� j � 995 � Cr). $ C30-00 $ '29 850.00 (13)�Constru_ rywell per deta hereon Sal \ �Jx3 = CA o� - -i 14) Construct 8 wide mean ring sidewalk County of Rnr:St :4U3:,)' I-lk our 15) Clean cut, .10• Fi cut and feather ertay 2' to matctr. 1,116 $ 3.00 $, 3,348.00 existing pav en detail "B" on sheet , • f;? )jjpe „Dr' curb. L10'nn 6;250.00; 17) Construct A. . over 5.0" crushed I agg. se (min) _, 000 � SF. 1.78 '� 10,680.00 .. �18);Const P,.C._'Drivewayapproachperd ail"on'sht.7 { �-33-11" $ t25.0:00 I`8.250.00 Precise Grading 1 provemerrfs 1) Protect existing mas my wall in placen/a $ .2 $ 0.00; , 2) Remove existing mas my wail per s�parate pl & permit: n/a $•' 2.50 $ 0.00' 3) Install curb drain; sing pipe, case III inlet per .P.W.A. Sid 150-1 20 $, 00.00 $10,000.00 (L=12') 4)'Construct P.C.C. gutter rain per it on sheet 10. 1 EA $ . 1,000.00 $ 1,000.00' , » ., 5) Install curb drain; single p e, case II nlet per A.P.W.A. Std 150-1 •. 0 EA $' , 0.00 $. 0.00 (L-10') y 6) • Construct type "H" curb per etail on heet 10 , 4,069 • LF $' 10.00 $ 40,690.00 ' 7) Construct 3" A.C. over,4 A B. • 38,500 SF S: 1.28' $: 49,280.00' . 8) Construct ramp per,detail on s 46 EA $. 500.00 ' $, 23,000.00'1 9) Construct 6' curb transition 0.10' o 0.17•'curb face. 46,_EA $: 0.00 $. 0.00. 10) Construct P.C.C. min 4 thick' 55,112 SF $::, P' 2.50. $ ,137,780.00 11) Constrict cross gutter 3,289 SF $ 3.50. $_ 11,511.50 _ $: 273,261.50 ` , ., ' ,.,• ?tires. -.. i^*• , . • ' J �. . - Exhibit A ON -SITE SECURITY — TRACT MAP NO. 31311 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 (16%) of the original amount. Partial releases of performance security will be evaluated and may be 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 Grading (Rough Grading Bond Posted) $ - $ On Site Street & Storm Drain $ 415,440 $ 15,440 Precise Grading $ 273,260 $ 273,260 . Domestic Water $. 305,890 $ 305,890 Sanitary Sewer $ 286,730 $ 286,730 Dry Utilities $ 372,500 $ 372,500 Monumentation $ 20,000 $ - Totals $. 1,673,820 $ 1,653,820 Standard 10% Contingencey $ 167,380 $ 165,380 Total Construction Cost $ 1,841,200 $ 1,819,200 Professional Fees, Design 2% $ 36,820 $ 36,380 Professional Fees, Const 10% $ 184,120. $ 184,120 No Plans Contingency 10% $ 184,120 $ 181,920 Bond Amount $ 2,246,260 $ 2,221,620 e TAProject Development Division\Development Projects\Agreements\SIA\SIAs In Progress\Santa Rosa_31311\0NSrrE_SIA.doc 7 of 7 PERMIT NO.4451 Santa Rosa Development / Onsite Street and Storm Drain /Tract No. 31311 In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the°City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed.. 3. Santa Rosa DevelopXment, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. 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 1st 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 41ane 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. Special Conditions Page 1 of 6 PERMIT NO.4451 Santa Rosa Development /-Onsite Street and Storm Drain / Tract No. 31311 8.. Any land on which Williamson Act contracts apply shall remain undisturbed. 9. 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. 10. 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 14.16.200 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. 11. Prior to excavating, if required, the Permittee shall contact Underground Service Alertat 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. 12. 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. , 13. 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. 14. 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.4451 Santa Rosa Development / Onsite Street and Storm Drain / Tract No. 31311 15. 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 16. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer 1) of the private land owner whom is being encroached upon. 17. 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. 18. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer I. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 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), backfillcompaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at 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. Special Conditions Page 3 of 6 PERMIT NO.4451 Santa Rosa Development / Onsite Street and Storm Drain / Tract No. 31311 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 backf ll, 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 byIthe 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.. 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. Special Conditions Page 4 of 6 PERMIT NO.4451 Santa Rosa Development / Onsite Street and Storm Drain / Tract No. 31311 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 300fine ar 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 %" 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 adj acenf 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/a" 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. 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. Special Conditions Page of 6 . PERMIT NO..4451 Santa Rosa Development / Onsite Street and Storm Drain / Tract No. 31311 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. 1- r. Special Conditions Page 6 of 6 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4451 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 out 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. ® lu 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 ('/d") 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 '/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. ❑ RI SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive. depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall 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. I , ❑ RI 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 ( 3.) inches of A.0 surfacing placed on a ( 5 ) inch ( crushed ) 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 b,.ic:kfilled 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. �;s