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90320) e o� ENCROACHMENT PERMIT OF PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Codes ;s c�•'v,K. y;i. fir: 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: 5/8/2009 Ax LOCATION OF CONSTRUCTION: Trilogy @ La Quinta; TM 30023; Monroe St N/0 Avenue 62 PURPOSE OF CONSTRUCTION: Off -Site Improvements (Monroe Street- South) Signing and Striping DESCRIPTION OF CONSTRUCTION: Plan Set No. 08127 and 08124 DIMENSION OF INSTALLATION OR REMOVAL: See Plan Set No. 08127 and 08124 ,,///,t, APPROXIMATE TIME WHEN WORK WILL BEGIN: co 22 09 TIME OF COMPLETION: `i' W ESTIMATED CONSTRUCTION COST: $609,673.00 (Including removal of all obstruction, materials, and debris, backfilling, cc action an lacing 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 occuring 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- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature Wk4plicant or Agent Gabbie Nieto or Ulrich Sauerbrey 60946 Desert Rose Drive, La Quinta, CA 92253 (760) 777-6032 Name of Applicant Business Address Telephone No Shea Homes 60946 Desert Rose Drive, La Quinta, CA 92253 (760) 777-6032 Name of Contractor and Job Foreman Business Address Telephone No. 672285 6876 Contractor's License Number City Business License No National Union Fire Ins Co of Pittsburgh GL1894872 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Public Improvements: 3% of estimated construction costs Minor Improvement Permit - Class I Private Improvements: 3% of estimated construction costs �- PERMIT NUMBER: 9032 Finance Revenue Code DATE ISSUED: &h i Inspection Fee E_1 j Permit Fee EE=1 $18.290.00 ; EXPIRATION DATE: iro C !O I $100.00 BY: i As -Built Deposit E-A $1,000.00 Cash Deposit -Surety Bond, EE=B 0.00 WORK INSPECTED BY*: if required PERMIT COMPLETION DATE*: TOTAL $19,390.00 I ` If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. Date: 5 -6 -on T -Mf 4 4 oubtraj, PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT ITract No: S dp23 .Project Name:._ i (L � I k3 5 y LJ Vicinity: M oy' r. pQ <f ) tj /0 hve' nU e, 6 Z Purpose of Grading, Offsite Street etc.)t5F-F-S � 4-4' Description of Construction (Ex: See Plan Set No. 01234) of Installation or Removal: -F a Sr32 p + No Approximate Construction Start Date: Approximate Construction Completion Date: Estimated Construction Cost: $ Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent. resurfacing and or replacing improvements Contact Name: r,_Jn Phone Number: Name of Applicant/Owner: ' hQs .�{on.�S Applicant Address: I,-4� 1 LA La —t'N e sq L* 1V v.9v ,'De Applicant Telephone Number: 17J'1-•tpo3-z Name of Contractor: Contractor Address: Contractor Telephone Number: Contractor State License Number: Contractor City Business License Number: Co S' -I �0 10- A COPY OF TAE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4 Applicant or Contractor General Liability Insurance Company: Applicant or Contractor Gener"�iabiliwnsurance Policy Number: Office Use Only: Inspection Fee: s I O 1� Q u I Permit Fee: COO O As -Built �dQ Deposit: Dust Control Deposit: Credit TOTAL FEE DUE: $ 1 g 1 3 -1 Q Office Use Only: Assigned Permit Number _ 4 v 3 Z Approval Date: Expiration Date: Issue Date: I 13 N COST ESTIMATE FOR MONROE STREET IMPROVEMENTS FROM AVENUE 62, NORTH TO THE PROJECT BOUNDARY Prepared for: SHEA HOMES, INC, TRILOGY AT LA QUINTA 60-800 Trilogy Parkway .La Quinta, California 92253 Revised 5/8/2009 IVISA INC. s 342.00 tics# �U)Pa 0t1VE RANCHO N-,!71A05E, CA 52270 760.320.9811- FAX 7&0.323.7833 VVWWJlSAGc,,:i:u_: wab.=-com Page 1 of 2 OFF DESCRIPTION UNIT QUANTITY UNIT COST TOTAL COST Monroe Street Construct 5 1/2" A.C. pavement over 6" A.B SF 65,600 $3.50 $229,600.00 Remove Existing A.C. Pavement SF 33,267 $0.70 $23,286.90 Construct 8" Curb and Gutter LF 1 2,162 $15.00 $32,430.00 Remove Existing Wedge Curb LF 10 $5.00 $50.00 Construct 6" Wedge Curb LF 216 $12.00 $2,592.00 Construct 4' PCC Sidewalk SF 644 $4.00 $2,576.00 Sawcut and Smooth Join LF 2,710 $1.50 $4,065.00 Construct Asphalt Concrete Berm Median LF 2,164 1 $10.00 $21,640.00 Reconstruct Existing Curb Inlet Catch Basin EA 3. $7,000.00 $21,000.00 Construct Access Ramp EA 3 $2,500.00 $7,500.00 8' Wide Meandering Sidewalk SF 17,038 $4.00 $68,152.00 Concrete Driveway Approach SF 440 $6.00 $2,640.00 3" A.C. Pavement over 6" Crushed A.B. SF 2,850 $2.50 $7,125.00 Transition from 8" Curb and Gutter to 6" Wedge Curb LF 10 $15.00 $150.00 Adjust to Grade Manholes and Water Valves EA 20 $500.00 $10,000.00 Remove Existing Curb and Gutter LF 80 $5.00 $400.00 Construct 6" Median Curb LF 2,125 $13.00 $27,625.00 Install 2" Layer of Compacted Decomposed Granite SF 12,850 $1.50 $19,275.00 2" Schedule 80 PVC -Conduit LF 2,730 $2.00 $5,460.00 6" Schedule 40 PVC Conduit LF 373 $5.00 $1,865.00 17"X 32" Pull Box EA 13 $200.00 $2,600.00 Signing and Striping LS $11,000.00 $11,000.00 Earthwork CY 4,686 $1.50 $7,029.00 TOTAL OF MONROE. STREET IMPROVEMENTS $508,060.90 15% CONTINGENCY $76,209.14 TOTAL $584,270.04 Assumptions - 1 . ssumptions1. The above cost estimate does not include raw land, legal fees, agency permits, professional engineering fees, construction phasing, bonds, financing/carrying costs, construction staking, soils testing, accounting or construction management. I �boq r 2. MSA Consulting Inc. makes no representation concerning the estimated quantities and cost figures other than that all such figures are estimates only and the Engineer shall not be responsible for any fluctuations in cost factors or the actual quantities shown, 3. Assumes a saw cut 1' west of centerline allowing for A.C. and P.C.C. Berm Island to be installed. 4. Allows for a taper at the, north end of the improvements. 5. The above cost estimate was based on the Monroe Street Improvement Plans dated 11/20/2008 and Monroe Signing and Striping Plans dated 11/20/08 3%, $60cl, 03 =� Ig-)QO 1 0 0 'F 1 0 O 0 A 49 Salo t Page 2 of 2 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AVENUE 60 -TRILOGY - TRACT NO. . 30023 SHEA HOMES AVENUE 61MONROE STREET (SoOUiH)SIGNINGST AND STRIPING PLANS ,. BEING A SUBOMSION OF A PO RIVERSOE TOWNSHIP 5 SOUTH. RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN AVENUE 62 Md, 62 pZ CITY \T , N LA QIA,(TA 5 " _R 4 LEGEND - - INDICATES CCNIERi01E IMICTES PROPOSED RICHT-OF-WAY INDICATES EXISTING IDGHT-OF-WAY •••,• IRDICATES PROPOSED EDGE OF PAVEMOlff INDICATES EXISTING EDGE OF PAEMENI CONSTRUCTION NOTES QUANTITY ESTIMATE (FOR P06MR PURPOSES OML OPAINT a• CASED WHITE LANEIIE W/ PAVEMENT MARKERS PER CALMMS I OTY. STC. PLAN AM MA. 11 1.675 U O PANT 4- SOYA WHITE EDOEUME PER CALTAHS STD. PUN .AM. QUAL 278 1 U 3 PANT O- DUNE YELLOW TYPE W1 PAVEMENT MARKERS PER CALTRANS O STD, PUMA AM. MAIL A ` " U O PAINT a- CASHED WHITE LANE DROP UNE PER CALTRAMS STD. PLAN Ata. OCTAL 378. ._ _150 U OS PANT SOLID WHITE CINNHEUTNG UNE PER CALTNNS SID. 2 EA PLAN AIDC. DUAL 3 100 U O PANTE STOP- LECE`G, PER CALTRANS SFO PLAN 4240 T EA OPAINT 127 SOW WWTE UNIT UNE STRIPE PER CALTRANS RD, RAN A24E U LF O PANT 'SM MEAD- LEGEND PER CALTRANS STD. PLAN A24D. - E U C PANT4' WIRE LAO LAE W/ OFFSET, TYPE. G RPM. 25' SPAONG 150 U t0PANT ARROW MARKERS PER CxtRANS SRO. PLAN A240, TIRE IV 'D- 7 EA 0it LETT-IDG.3ME WiTH TWEE MARKERS M 24* O.C. PER CALTRANS SID. -PIAN A20M DETAIL 26. 4,252 U © PANT AC DIKE YE:LC1Mi 1.125 U 4 PAINT 4' DOWYELLOW UNE W'/ PAVEMENT MARKERS PER CALTRANS SID. PLAN AIDA. PETAL 22. 35 U NOTE TO CONTRACTOR, QUANTITY ESTIMATE MSA CONSULTING. INC. MMES NO REPRESENTATION CONCETOYN THE ESTIMATED OLLAATTTIE5 ON THESE PUNS. EXCEPT TNT ALL SUCH PTGUB% INOliOPAU ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTHMATM AND FO7 POW MURPOSCS ONLY. IT SMALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSiMKT10N OR COST PURPOSES. MASA CONSULTING. INC- SMALL NOT BE RESPGY saj: FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL DUMMIES AT THE TIME of CONSTRUCTION. ICON DEFINITION MUTCD SIZE I OTY. AT LEAST TWO DAYS BEFORE YOU OIG I SICNi:NG AND STRIPING PLANS (76o) 398-256, ELECTRIC WPER'x IRRIGATION DISTRICT STOP SIGN i I Rt -1 SEE PLAN 2 EA TFIEDHO'M L (760) 323-X231 CAWS 71'. TIME WARNER CABLE ,3 STOP AHEAD 1 (SYMBOL) ;<> ' W3-1 26'X24" 1 EA 1 14 EY i ALL WAY R1-4 X8 1 EA SUPPLEMENTAL PLAQUE 'e ,5 7 I SPEED LIMIT 60 i R2-1 24'X36' 1 EA Oi DiRECT10Ai1d. ARROWS WI -7 36'1X18'- 2 EA TIF MUST TURN RIGHT OR I7 JIM I ONE WAY Sit" R6-1 ;2'X36' 2 EA Ta P ANY n� i NO PARKING ANYTIME I R26 12'X78' 4 EA i TSI OBJECT MARKER I OMi-1 TYPE N 18'X18' 8 EA I (YEILON} (CA) 20 WIi@TIIAMG!! SEiRET NAME CITY STD H 7 EkL I NO. ,DO FOR 6' HT. LETTERS 2T i LEFT AND RICHT R61-t9(CA} 36•X36' I EA ( plW dLT TURN ONLY _-_- ©H j x `EYMBOP RICHT SL} R4- 9 24•%30' 6 EA © PANT AC DIKE YE:LC1Mi 1.125 U 4 PAINT 4' DOWYELLOW UNE W'/ PAVEMENT MARKERS PER CALTRANS SID. PLAN AIDA. PETAL 22. 35 U NOTE TO CONTRACTOR, QUANTITY ESTIMATE MSA CONSULTING. INC. MMES NO REPRESENTATION CONCETOYN THE ESTIMATED OLLAATTTIE5 ON THESE PUNS. EXCEPT TNT ALL SUCH PTGUB% INOliOPAU ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTHMATM AND FO7 POW MURPOSCS ONLY. IT SMALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSiMKT10N OR COST PURPOSES. MASA CONSULTING. INC- SMALL NOT BE RESPGY saj: FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL DUMMIES AT THE TIME of CONSTRUCTION. REVISIONS PREPARED FORM SHEA HOMES ` 60311 TRILOGY PARKWAY LA QUINTA, CA 92253 1 (760) 770-6096 PROJECT NOTES, T). SEE 'MONROE STREET CURB ALIGNMENT EXHIBIT' (DAFED JUNE 20, 2008) FOR FUTURE DATE GROVE IMPROVEMENT CONDITIONS. SHEET INDEX 0' 800' 1000' IS00N 2009' SCALE -500• DigiSafely DIG ALERT DIAL TOLL FREE 1-800-227-2600 ' AT LEAST TWO DAYS BEFORE YOU OIG REVISIONS PREPARED FORM SHEA HOMES ` 60311 TRILOGY PARKWAY LA QUINTA, CA 92253 1 (760) 770-6096 PROJECT NOTES, T). SEE 'MONROE STREET CURB ALIGNMENT EXHIBIT' (DAFED JUNE 20, 2008) FOR FUTURE DATE GROVE IMPROVEMENT CONDITIONS. SHEET INDEX 0' 800' 1000' IS00N 2009' SCALE -500• ®co9Y +9n+ 2aDa BASIS OF BEARING ° MSA ConaulitnD, No. THE BASS OF SEARING FOR THIS MAP IS THE NORTH UNE OF THE NORTHWEST ' All in R-ed OLMITTA OF SECTION 34. TAKEN AS N W4Y4Y E PER TRACT MAP ND. , 30023-1, AS SHOWN IN BOOK SM PAGES 87 THRU IOZ OF MAPS. OR "�fiOL' DA� NC Pa10z7.Ba1MSA CONSULTNG• INC. MARK ELEV. (NAVO291 PEAMRm ■ CVL EIODOOMINO • LAND SOI,..- , lCy_ 70 CHISELED SCRAPE ON CAUDAL eRIDcc SOUTHEAST DWINO WALL 2.0 MILES SOUTH ALONG JACISON SAI 342,0N�0� B��OB� rHOPE Dam M RANCHO HMA08 • CA 92270 FROM HWY. 111. THEN 2.0 MILES WEST NONE AVENUE )`{ ApMiEtEWND (760) 3269811 W PAx (760) 3237893 50. 480 FEET WEST OF MADISON R. AND 1(Y SX.'[N, OF AVENUE 30. 1�EB9TCy, C " i; E- 6-30-09 S•z s 'tF OF CAL% 43880 SIGNING AND STRIPING NOTES L THE CRY RETAINS THE RIGHT TO REQUIRE PLAN REVISION% AS NECESSARY, SUBSEQUENT TO PUN APPRONAL, BUT RROR TD COMPI£TION-OF THE IMPROVEMENTS'd WAN ON THESE MANS. P ANY NEW STREET IWROVQICXTS NAVE BEEN AWAU-ED BY THE CITY OR A IN= PARTY 'WIT11N TIE IMMEDIATE VIOIITY DF THE WRROJMIEX75 PROPOSED BY THEY PIANS, F CITY STAFF OCTERVINES THE NEWLY NRAU O IMPROVEMENTS IMPACT THE OM04 INTEGRITY OF TNSE PLANS AS OMNALLY APPRWEO. ALL COSTS, 84MACM WN NOT UNITED TO OES;GN AND IMPROVEMENT COSTS. INCURRED AS A RESULT OF THE OEM" REVISIONS SHALL RE OCC49 BY THE IMPROVEMENT SPONSORS. 2. UPON APPROAL THESE TRANS ARE VALE FOR A PERIOD NOT TO EXCEED ECHIEEN (18) MONTHS FROM DATE OF APRPNWA_ THE IMPROVEMENT SPONSOR SMALL BEAR ALL COTS ASSOCIATED WITH UPDATING THE PUNS. INCLUDING BUT HOT UNITED TO OESGN AND OMPRQ'EYET,T COSTS. 70ORDINANCES.CT COMPLIANCE WITH ANY NEW CRY StANOOM ORDINANCES. OR LAWS AMC RECIIIATIONS. ENACTED OR ADOPTED BY THE CITY OR OTHER JURSDIOTONS WITH AUTHORITY SUBSEQUENT TO THE PUN APPROVAL DATE 3. ALL WORK SNAIL. BE CONE. ON ACCORDANCE.All" THE STANDARD SPECTFrIT10NS FOR RNUC WORKS CONSTRUCTION. LATEST EOITON, AND RIVERSIDE COUNTY STANDARD PINY% LATEST EDITION. HERFMER REFERRED 10 AS THE STANDARD SPECRICADONS AO STANDAR PWS. UNLESS OTMRA'SE SPECIFIED. 4. TRAFFIC sTp5cs, RAISED PAVEMENT MARKERS. AND SIGNS. (EXCEPT PAVEMENT L19R5), SMALL COMPLY WITH THE LATEST COITION OF THE CALTRAS STANDARD LIARS AND STANDARD SPECIFGp,PON% HoM%rrEP. REFUM TO AS THE STATE STANDARD SPECIFICATIONS AND STATE STANDARD PLANS. 5. PAVEMENT LEGENDS STEAL MATCH ca -DWAED STENCILS. CALL CITY INSPECTOR AT (r60) 777-7075 TO MAKE ARRANGEMENTS FOR RENTAL OF CITY STEAMS OR VOORM PON REGARDING MODEL NOS. OF CIT.' STENCILS. & RAISED PAVEMENT MARKERS STALL CONFORM TO TIE PROVISIONS IN SECITON M OF THE STATE STANDARD SPECIFICATIONS. ENTT.ED PAVEMENT MARKERS. ADHESIVE FOR PAVEMENT MMAR OM SNAIL CONFORM TO THE PROVISIONS IN SECTION 95-2.04 OF THE RATE STANDARD SPECIFICATIONS ENTITLED RAM SET EPDXY ADHESIVE FOR PAVI ENT UAPA13M 7. TRAFFIC STRIPES AND MARKINGS SCOL BE APPLIED IN TND COATS, WITH RMECfORRED WISH IN BORT COAT% AND SCOL CONFORM TO SECTION _84-3. ENTITLED PAINTED TRAFFIC STAPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE BATT_ STANDAR SPEOFICATIGN& & ALL 7RAFTIC STRIPING AND PAVEMENT LEGENDS AND RINSED PAVEMENT. MARKERS TENT CONFLICT OR CONFUSE TRAFFIC AS A. RESULT OF THE NEWLY INSTALLED WORK SHoo ON THOS PUN ALL SHBE REUOKD BY WET SANOfEASSTING OR GRNDNG. 8. DEBRIS FROM REMMIA, OPERATION STYI Y. LCONTAINED YRi10N TE WORK AREA AND THE CONTRACTOR SNATACE ALL PfMGAU TCW NECESSARY TO PROTECT PERSONS AND PROPEMY ADJACENT TO THE SUOMASM40 OP MTIONS. THE DEBITS RESULTING FROM I E SANDBIASTNG SMALL BE IMMEDNIELr REMOVED AHD DSPOSEV OF BY THE CONTRACTOR. DEERS WITHIN THE ROADWAY SHALL BE REMORA BY MECHANICAL SWEEPING OR WA -POWER VAnaFM. 10. SCIRRM PAVnMNT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL Y SEALED WITH ASPHALT PAT CONFORMING 10 SECTION 203-8 OF THE. STANDARD SPECFHGiVORS. SCARRED REAS RESULTIA FROM WORK OR GRAPHIC LEGEND REMOVAL SHAL BE ITALY COVERED WITH AN ASPHALTIC PAINTED SOUARE OR REETANC UUM? SHAPE FLAT COMPLETELY OdIDEPAIES THE OLD LEGEND FORM. n ALL SIGNS SNCL CONFORM t0 SECTION 56-2. OTTUED -ROADSIDE SIGHS.- AS SPED m, N THE RATE STANDARD SPECIFICATIONS, SONS SHAD. RE REFLECTOR= SHEET ALUMIKUM. USING MON INTENSITY GRADE SHEETING WITH SM /1180 PROTECTIVE OVERLAY FILM OR APPROVED EQUAL ALL SONS SHAM BE MOUNTED MTN OfEi/VANG1-PROOF FASTENERS, CONTRACTOR SHALL NRALL ROADWAY WAS AND POSTS PER THE SGV AND POST SCHEDULE ON THESE PLANS UNLESS OTMERAM /TOTED. 11 PEA GOVERNMENT CODE SECTION 4216, 9; FIVE WORK IS N M AREA WNW IS KNOWN. OR REASONABLY SHOULD BE KNOWN. TO DOMAIN SUBSURFACE 0WALLA-01% CONTRACTOR SCOL CONTACT UNRERONGND SERVICE ALERT (U,SA) AT 1-800-227-2600 AND OBTAIN AN NGIAR: OEJTIEJ.TION NUMBER AT LEAST TWO WORMING DAYS (48 TOURS) PRIOR TO COMMENCING ANY WORK TUT PENETRATES PW EXISTING SURFACE 13. STRIPING LAYOUT SHALL BE APPROVED BY CITY ENGINEERING DEPARTMENT PRIOR TO APPLICATION OF PERMANENT PAIR. CONTACT THE CITY ENOL MNG DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 14. STEEL SIO! POSTS I..Yr,.ALLED IN CONCRETE AREAS SHALL BE &WALI£D IN PVC SLEEVES TO FACILITATE RPPLACEMEM: W000. POSTS .MULL tWYE 12' X 12- CONCRETE FILLED ODCKO TS AROUND THE POST. sMs (GFIY Cf LA OUINTA� Plan Set NO. i G''NERAL NOTES L ALL WORK 3LW BE DONE IN ACCORDANCE WITH THE STANDARD RAMS OF THE fill' OF UL OUR TL AND THE STANDARD SPECIFICATIONS FOR PUBLIC WOWtS CONSPtUCTOR. ITER CETION. AND THE CLW OF U CUINTA STANDARD PLAINS, DATE AUGUST 21, 2001, OR LATEST EDITION. 2. T S4AL DE THE Rk9OSBR" OF THE OEVELDPcR/RUSE OR CONTRACTOR TO APPLY TO THE CITY OF LA MTNTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY' PERYDS AND TO BE RESPONSIBLE. FOR SATISFACTORY COMPLIANCE WIN ALL CURRENT OAWOIaeaAL REGULATIONS DURING THE LDL OF CONSTRUCTION ACT�IE5 FOR THIS OMM. ADDITIONAL SRDES AAD/DR PERMITS MAY BE REQUI ED. & IT SHAUL M THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO AMY TO THE CALIFORNIA. DEPARPEIT OF TRANSPORTATION (CALTRANS) FOR AV ENCROAC?MDJF PERMIT FOR ALL WORK PERFUMED 'MPaN THE STATE ROOM OF WAY. 4. THE C09TPACMR SOIL OCTAN ALL PERMITS AS REOLVMD BY THE CITY OF LA MARTA OR OTHER GOVERNING S, ME CONTRACTORACIEMCIE&SHALL NOTIFY ME CRY PUBIC WORKS DEPARTMENT 48 HOURS PRIOR TO AY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF HXINSTRUGnON AT (780) 777-7075 AND 48 HALALS PRIOR TO REQUIRING, INSPECTIONS, B. INE LOCATIONS OF OWING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. TE CONTRACTOR SINAL DETERMINE THE EXACT LOd170M OP ALL EXSUO Uf1UTIES 91 COMMENG9IO WORK. HE AGREES TO BE ALLY RESPONSIBLE FOR ANY AND ALL 04MASES WHICH MIGHT BE OCCASIONED BY HIS FAILURE M WETLY LOCATE AND PRESERVE ANY AND ALL UTIU E- 7. THE CONTRACTOR SMLL BE RESPOM LE FOR THE REMOVAL REPLACEMENT OR RELOCATION OF ALL 1SOULATORY. WARNING NO GUIDE SIGNS. & STREET NINE SKM AND TWFIC CONTROL SIGNS, TYPE AND LOCATOY SHALL IL APPROVED BY THE CLW ENGINEER TRAFFIC STREAM' LEGENDS AND PAVEMENT U400$ TYPE AND L' SNCL BE APPROVED DF THE CNP! ENGINEER. 8. THE CONTRACTOR SMALL NOT OSTU B EXISTING SUM: MONUMENTS OR BENCH MARCS NOTED OM THE RMB OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SMALL BE GORE BY A REGISTERED COL ENGINEER WITH AN IT MAO" BETON 33.986, OR A LICENSED LAND SURv Ym ONLY. 10. ODI.S6TUCTOM OPE'RATONS AND MAMlNANCE OF EOUPNENI WTTHIN ONE K -U MILE OF NUM%: OCCUPANCY SMALL BE PERFORMED MY DURING THE TIME PERIM AS FOLLOWS: OCTOBER 1ST TO APRIL 30714: MONDAY - FRIDAY 7:00 AM TO 5:70 PM SATURDAY 400 AM TO 5:00 PM MAY IST TO SEPTEMBER 30TH: MONDAY - FRIDAY &00 AV TO 7.00 PM SAMOA' 8:00 AM TO 5:00 PM WORK SHOIL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLMAY% n ALL TRAVELED WAYS MUST BE CLEANED GARY OF ALL GIRT. MUD AND DEOM DEPOSITED ON Y I EM AS A RESULT OF THE (XNDWG OPERATION, CLEANING 5 TO SE CONE TO THE SATISFACTION OF THE COY ENGINEER. t2,91 CONSTRUCTION AREAS SHALL BE PRCPmY POSTED AND UlCAHV N CONFOR4WCE WITH INC STATE MWYL OF WARNING SKITS, LIGHTS AID DEVICES TOR USE N THE PERFORMANCE OF W(1RR UPON HIGHWAYS, N ORDER TO ELIMINATE ANY HAZARDS. 13, CDWRU;nGN PROJECTS OWUGI$NO MORE TNN GTE AOffiS MUST OBTAIN A NATIONAL. POLLUTAHT O KA OE EIAUNTON MTEM(NPOES) PERMIT. OWNERS/OEVELORRS ARE REQUIRED TO FIE A NOTICE OF INTENT (Wo) WITH THE WATER RESOURCES CCWROL BOARD (SNRCB). PREPARE A SIGN WATER POLLMPRIN PREVNTON PUN (SMPPR) AND MONITORING PUN FOP THE SIE. THE NAPDRAL POLLUTANT DISCHARGE EUULN.TON SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POOR SOURCE RQUIUTAOS CkgM En STORM WATER THE PROGRW IS IMPLEMENTED AND ENFORCED BY THE RATE WATER RESOURCES CONTROL BOARD, K THE CITY RETAINS THE .RIGHT TO REQUIRE PUN+ REVISIONS. AS NECESSARY, SBSEOY<.NF 30 PIAN ADPROAL. 867 POOR TO COMPLETION OF THE IMPROVEIIDRG SHOWN ON THEY PUNS, F AAY NLM STREET DPRROVEYENRS MAK BEEN INSTALLED BY THE CITY OR A THIRD PAR" 'ATMN THE IMMEDIATE VIC041T Of THE IMPKAMMENTS PROPOSED BY THESE PUNS THAT IMPACT THE DESIGN WIVOWN OF INC IMPROVEMENT PROPOSED N DILA PWS AS ORIGNAJ.7 APPROA. ALL COSTS. INOLUDING BUT NOT UNITED TO.D'SGV AND IMPROVEMENT COSTS. P40AMM AS A RESULT OF ANY DESIGN REM04S SHALL BE SOME BY THE 1MPRPVEJENT SPONSORS, 1b. THESE MANS ARE VALID FOR A PERIOD NOT 70 EXCEED OCHMEN (18) MONTHS FROM DATE OF APPW`MAL TIE IMPROVEMENT SPONSOR SMALL BEAR ALL MARS ASSOCIATED WITH UPDATING THE PLANS. INCLUDING BRIT NOT UMITEO TO OESGN AND IMPROVEMENT COSTS. 70 %TEC; COUPUAGE WITH ANY NEW C17Y STANDARDS. CRDNA CM OR LAWS AND REW ATION% ENACTED OR ADOPTED BY THE CITY OR OTHER AIMSOKTONS WITH AUTHORITY SUBSEQUENT TO THE PWC APPROVAL CAME NOTE TO CONTRACTOR- SITE CONDITIONS CO OR AGREES O ASSUME SOLE Aro COMPLETE RESPONSIBILITY FOR THE JOB SITE ..WON DURM THE COURSE OF CONSTRUICTOF OF THIS PROJECT, INCLUMIr THE SAFM OF ALL PERSONS AND PROPERTY. THS REOLARENDR APPLIES CONTINUOUSLY AND IS ND7 LOOTED to NORMAL WOOING HOURS THE CONTRACTOR ALSO AGREES TO DEFEND. INDEMNIFY, AND HOLD THE OWNER AND THE MSA COWSLTNG. NO.. IURMLM FROM ANY AND ALL UA8RRY. REAL OR ALLEGED. N CONNECTION WTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM PE SCALE NE61' JCENcE or THE OWNER OR NSA COHSLITNG, NC. NOTE TO CONTRACTOR- EXISTING SURVEY MONUMENTS TE CONPRACXOR S TO USG HIS OR HER REST Errofm TO MAW WN TIE WIEORITY AND LOCATION OF THE EXISTING SURVEY MONUMENTS SHOWN ON liHESE PUNS. D FDR ANY REASON THE CONTRACTOR LNADVLRTENRY DAMAGES' OR AMEEED9 TO REMOVE AN EXISTING SURVEY MONUMENT CURING CONSTRUCTION. R 15 THE CONTRACTORS RESPONSIBILITY TO SECURE THE SEPVCE5 OF A LICENSED SURVEYOR PRIOR TO REMOVAL AND OR REPLACEMENT OF THE. EXISTING MONUMENT. LnTLMEg IRRIGATION INDEX OF SHEETS SHEET OESCRIPPON ' TYLE SHEET 2 SICNi:NG AND STRIPING PLANS ®co9Y +9n+ 2aDa BASIS OF BEARING ° MSA ConaulitnD, No. THE BASS OF SEARING FOR THIS MAP IS THE NORTH UNE OF THE NORTHWEST ' All in R-ed OLMITTA OF SECTION 34. TAKEN AS N W4Y4Y E PER TRACT MAP ND. , 30023-1, AS SHOWN IN BOOK SM PAGES 87 THRU IOZ OF MAPS. OR "�fiOL' DA� NC Pa10z7.Ba1MSA CONSULTNG• INC. MARK ELEV. (NAVO291 PEAMRm ■ CVL EIODOOMINO • LAND SOI,..- , lCy_ 70 CHISELED SCRAPE ON CAUDAL eRIDcc SOUTHEAST DWINO WALL 2.0 MILES SOUTH ALONG JACISON SAI 342,0N�0� B��OB� rHOPE Dam M RANCHO HMA08 • CA 92270 FROM HWY. 111. THEN 2.0 MILES WEST NONE AVENUE )`{ ApMiEtEWND (760) 3269811 W PAx (760) 3237893 50. 480 FEET WEST OF MADISON R. AND 1(Y SX.'[N, OF AVENUE 30. 1�EB9TCy, C " i; E- 6-30-09 S•z s 'tF OF CAL% 43880 SIGNING AND STRIPING NOTES L THE CRY RETAINS THE RIGHT TO REQUIRE PLAN REVISION% AS NECESSARY, SUBSEQUENT TO PUN APPRONAL, BUT RROR TD COMPI£TION-OF THE IMPROVEMENTS'd WAN ON THESE MANS. P ANY NEW STREET IWROVQICXTS NAVE BEEN AWAU-ED BY THE CITY OR A IN= PARTY 'WIT11N TIE IMMEDIATE VIOIITY DF THE WRROJMIEX75 PROPOSED BY THEY PIANS, F CITY STAFF OCTERVINES THE NEWLY NRAU O IMPROVEMENTS IMPACT THE OM04 INTEGRITY OF TNSE PLANS AS OMNALLY APPRWEO. ALL COSTS, 84MACM WN NOT UNITED TO OES;GN AND IMPROVEMENT COSTS. INCURRED AS A RESULT OF THE OEM" REVISIONS SHALL RE OCC49 BY THE IMPROVEMENT SPONSORS. 2. UPON APPROAL THESE TRANS ARE VALE FOR A PERIOD NOT TO EXCEED ECHIEEN (18) MONTHS FROM DATE OF APRPNWA_ THE IMPROVEMENT SPONSOR SMALL BEAR ALL COTS ASSOCIATED WITH UPDATING THE PUNS. INCLUDING BUT HOT UNITED TO OESGN AND OMPRQ'EYET,T COSTS. 70ORDINANCES.CT COMPLIANCE WITH ANY NEW CRY StANOOM ORDINANCES. OR LAWS AMC RECIIIATIONS. ENACTED OR ADOPTED BY THE CITY OR OTHER JURSDIOTONS WITH AUTHORITY SUBSEQUENT TO THE PUN APPROVAL DATE 3. ALL WORK SNAIL. BE CONE. ON ACCORDANCE.All" THE STANDARD SPECTFrIT10NS FOR RNUC WORKS CONSTRUCTION. LATEST EOITON, AND RIVERSIDE COUNTY STANDARD PINY% LATEST EDITION. HERFMER REFERRED 10 AS THE STANDARD SPECRICADONS AO STANDAR PWS. UNLESS OTMRA'SE SPECIFIED. 4. TRAFFIC sTp5cs, RAISED PAVEMENT MARKERS. AND SIGNS. (EXCEPT PAVEMENT L19R5), SMALL COMPLY WITH THE LATEST COITION OF THE CALTRAS STANDARD LIARS AND STANDARD SPECIFGp,PON% HoM%rrEP. REFUM TO AS THE STATE STANDARD SPECIFICATIONS AND STATE STANDARD PLANS. 5. PAVEMENT LEGENDS STEAL MATCH ca -DWAED STENCILS. CALL CITY INSPECTOR AT (r60) 777-7075 TO MAKE ARRANGEMENTS FOR RENTAL OF CITY STEAMS OR VOORM PON REGARDING MODEL NOS. OF CIT.' STENCILS. & RAISED PAVEMENT MARKERS STALL CONFORM TO TIE PROVISIONS IN SECITON M OF THE STATE STANDARD SPECIFICATIONS. ENTT.ED PAVEMENT MARKERS. ADHESIVE FOR PAVEMENT MMAR OM SNAIL CONFORM TO THE PROVISIONS IN SECTION 95-2.04 OF THE RATE STANDARD SPECIFICATIONS ENTITLED RAM SET EPDXY ADHESIVE FOR PAVI ENT UAPA13M 7. TRAFFIC STRIPES AND MARKINGS SCOL BE APPLIED IN TND COATS, WITH RMECfORRED WISH IN BORT COAT% AND SCOL CONFORM TO SECTION _84-3. ENTITLED PAINTED TRAFFIC STAPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE BATT_ STANDAR SPEOFICATIGN& & ALL 7RAFTIC STRIPING AND PAVEMENT LEGENDS AND RINSED PAVEMENT. MARKERS TENT CONFLICT OR CONFUSE TRAFFIC AS A. RESULT OF THE NEWLY INSTALLED WORK SHoo ON THOS PUN ALL SHBE REUOKD BY WET SANOfEASSTING OR GRNDNG. 8. DEBRIS FROM REMMIA, OPERATION STYI Y. LCONTAINED YRi10N TE WORK AREA AND THE CONTRACTOR SNATACE ALL PfMGAU TCW NECESSARY TO PROTECT PERSONS AND PROPEMY ADJACENT TO THE SUOMASM40 OP MTIONS. THE DEBITS RESULTING FROM I E SANDBIASTNG SMALL BE IMMEDNIELr REMOVED AHD DSPOSEV OF BY THE CONTRACTOR. DEERS WITHIN THE ROADWAY SHALL BE REMORA BY MECHANICAL SWEEPING OR WA -POWER VAnaFM. 10. SCIRRM PAVnMNT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL Y SEALED WITH ASPHALT PAT CONFORMING 10 SECTION 203-8 OF THE. STANDARD SPECFHGiVORS. SCARRED REAS RESULTIA FROM WORK OR GRAPHIC LEGEND REMOVAL SHAL BE ITALY COVERED WITH AN ASPHALTIC PAINTED SOUARE OR REETANC UUM? SHAPE FLAT COMPLETELY OdIDEPAIES THE OLD LEGEND FORM. n ALL SIGNS SNCL CONFORM t0 SECTION 56-2. OTTUED -ROADSIDE SIGHS.- AS SPED m, N THE RATE STANDARD SPECIFICATIONS, SONS SHAD. RE REFLECTOR= SHEET ALUMIKUM. USING MON INTENSITY GRADE SHEETING WITH SM /1180 PROTECTIVE OVERLAY FILM OR APPROVED EQUAL ALL SONS SHAM BE MOUNTED MTN OfEi/VANG1-PROOF FASTENERS, CONTRACTOR SHALL NRALL ROADWAY WAS AND POSTS PER THE SGV AND POST SCHEDULE ON THESE PLANS UNLESS OTMERAM /TOTED. 11 PEA GOVERNMENT CODE SECTION 4216, 9; FIVE WORK IS N M AREA WNW IS KNOWN. OR REASONABLY SHOULD BE KNOWN. TO DOMAIN SUBSURFACE 0WALLA-01% CONTRACTOR SCOL CONTACT UNRERONGND SERVICE ALERT (U,SA) AT 1-800-227-2600 AND OBTAIN AN NGIAR: OEJTIEJ.TION NUMBER AT LEAST TWO WORMING DAYS (48 TOURS) PRIOR TO COMMENCING ANY WORK TUT PENETRATES PW EXISTING SURFACE 13. STRIPING LAYOUT SHALL BE APPROVED BY CITY ENGINEERING DEPARTMENT PRIOR TO APPLICATION OF PERMANENT PAIR. CONTACT THE CITY ENOL MNG DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 14. STEEL SIO! POSTS I..Yr,.ALLED IN CONCRETE AREAS SHALL BE &WALI£D IN PVC SLEEVES TO FACILITATE RPPLACEMEM: W000. POSTS .MULL tWYE 12' X 12- CONCRETE FILLED ODCKO TS AROUND THE POST. sMs (GFIY Cf LA OUINTA� Plan Set NO. i G''NERAL NOTES L ALL WORK 3LW BE DONE IN ACCORDANCE WITH THE STANDARD RAMS OF THE fill' OF UL OUR TL AND THE STANDARD SPECIFICATIONS FOR PUBLIC WOWtS CONSPtUCTOR. ITER CETION. AND THE CLW OF U CUINTA STANDARD PLAINS, DATE AUGUST 21, 2001, OR LATEST EDITION. 2. T S4AL DE THE Rk9OSBR" OF THE OEVELDPcR/RUSE OR CONTRACTOR TO APPLY TO THE CITY OF LA MTNTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY' PERYDS AND TO BE RESPONSIBLE. FOR SATISFACTORY COMPLIANCE WIN ALL CURRENT OAWOIaeaAL REGULATIONS DURING THE LDL OF CONSTRUCTION ACT�IE5 FOR THIS OMM. ADDITIONAL SRDES AAD/DR PERMITS MAY BE REQUI ED. & IT SHAUL M THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO AMY TO THE CALIFORNIA. DEPARPEIT OF TRANSPORTATION (CALTRANS) FOR AV ENCROAC?MDJF PERMIT FOR ALL WORK PERFUMED 'MPaN THE STATE ROOM OF WAY. 4. THE C09TPACMR SOIL OCTAN ALL PERMITS AS REOLVMD BY THE CITY OF LA MARTA OR OTHER GOVERNING S, ME CONTRACTORACIEMCIE&SHALL NOTIFY ME CRY PUBIC WORKS DEPARTMENT 48 HOURS PRIOR TO AY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF HXINSTRUGnON AT (780) 777-7075 AND 48 HALALS PRIOR TO REQUIRING, INSPECTIONS, B. INE LOCATIONS OF OWING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. TE CONTRACTOR SINAL DETERMINE THE EXACT LOd170M OP ALL EXSUO Uf1UTIES 91 COMMENG9IO WORK. HE AGREES TO BE ALLY RESPONSIBLE FOR ANY AND ALL 04MASES WHICH MIGHT BE OCCASIONED BY HIS FAILURE M WETLY LOCATE AND PRESERVE ANY AND ALL UTIU E- 7. THE CONTRACTOR SMLL BE RESPOM LE FOR THE REMOVAL REPLACEMENT OR RELOCATION OF ALL 1SOULATORY. WARNING NO GUIDE SIGNS. & STREET NINE SKM AND TWFIC CONTROL SIGNS, TYPE AND LOCATOY SHALL IL APPROVED BY THE CLW ENGINEER TRAFFIC STREAM' LEGENDS AND PAVEMENT U400$ TYPE AND L' SNCL BE APPROVED DF THE CNP! ENGINEER. 8. THE CONTRACTOR SMALL NOT OSTU B EXISTING SUM: MONUMENTS OR BENCH MARCS NOTED OM THE RMB OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SMALL BE GORE BY A REGISTERED COL ENGINEER WITH AN IT MAO" BETON 33.986, OR A LICENSED LAND SURv Ym ONLY. 10. ODI.S6TUCTOM OPE'RATONS AND MAMlNANCE OF EOUPNENI WTTHIN ONE K -U MILE OF NUM%: OCCUPANCY SMALL BE PERFORMED MY DURING THE TIME PERIM AS FOLLOWS: OCTOBER 1ST TO APRIL 30714: MONDAY - FRIDAY 7:00 AM TO 5:70 PM SATURDAY 400 AM TO 5:00 PM MAY IST TO SEPTEMBER 30TH: MONDAY - FRIDAY &00 AV TO 7.00 PM SAMOA' 8:00 AM TO 5:00 PM WORK SHOIL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLMAY% n ALL TRAVELED WAYS MUST BE CLEANED GARY OF ALL GIRT. MUD AND DEOM DEPOSITED ON Y I EM AS A RESULT OF THE (XNDWG OPERATION, CLEANING 5 TO SE CONE TO THE SATISFACTION OF THE COY ENGINEER. t2,91 CONSTRUCTION AREAS SHALL BE PRCPmY POSTED AND UlCAHV N CONFOR4WCE WITH INC STATE MWYL OF WARNING SKITS, LIGHTS AID DEVICES TOR USE N THE PERFORMANCE OF W(1RR UPON HIGHWAYS, N ORDER TO ELIMINATE ANY HAZARDS. 13, CDWRU;nGN PROJECTS OWUGI$NO MORE TNN GTE AOffiS MUST OBTAIN A NATIONAL. POLLUTAHT O KA OE EIAUNTON MTEM(NPOES) PERMIT. OWNERS/OEVELORRS ARE REQUIRED TO FIE A NOTICE OF INTENT (Wo) WITH THE WATER RESOURCES CCWROL BOARD (SNRCB). PREPARE A SIGN WATER POLLMPRIN PREVNTON PUN (SMPPR) AND MONITORING PUN FOP THE SIE. THE NAPDRAL POLLUTANT DISCHARGE EUULN.TON SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POOR SOURCE RQUIUTAOS CkgM En STORM WATER THE PROGRW IS IMPLEMENTED AND ENFORCED BY THE RATE WATER RESOURCES CONTROL BOARD, K THE CITY RETAINS THE .RIGHT TO REQUIRE PUN+ REVISIONS. AS NECESSARY, SBSEOY<.NF 30 PIAN ADPROAL. 867 POOR TO COMPLETION OF THE IMPROVEIIDRG SHOWN ON THEY PUNS, F AAY NLM STREET DPRROVEYENRS MAK BEEN INSTALLED BY THE CITY OR A THIRD PAR" 'ATMN THE IMMEDIATE VIC041T Of THE IMPKAMMENTS PROPOSED BY THESE PUNS THAT IMPACT THE DESIGN WIVOWN OF INC IMPROVEMENT PROPOSED N DILA PWS AS ORIGNAJ.7 APPROA. ALL COSTS. INOLUDING BUT NOT UNITED TO.D'SGV AND IMPROVEMENT COSTS. P40AMM AS A RESULT OF ANY DESIGN REM04S SHALL BE SOME BY THE 1MPRPVEJENT SPONSORS, 1b. THESE MANS ARE VALID FOR A PERIOD NOT 70 EXCEED OCHMEN (18) MONTHS FROM DATE OF APPW`MAL TIE IMPROVEMENT SPONSOR SMALL BEAR ALL MARS ASSOCIATED WITH UPDATING THE PLANS. INCLUDING BRIT NOT UMITEO TO OESGN AND IMPROVEMENT COSTS. 70 %TEC; COUPUAGE WITH ANY NEW C17Y STANDARDS. CRDNA CM OR LAWS AND REW ATION% ENACTED OR ADOPTED BY THE CITY OR OTHER AIMSOKTONS WITH AUTHORITY SUBSEQUENT TO THE PWC APPROVAL CAME NOTE TO CONTRACTOR- SITE CONDITIONS CO OR AGREES O ASSUME SOLE Aro COMPLETE RESPONSIBILITY FOR THE JOB SITE ..WON DURM THE COURSE OF CONSTRUICTOF OF THIS PROJECT, INCLUMIr THE SAFM OF ALL PERSONS AND PROPERTY. THS REOLARENDR APPLIES CONTINUOUSLY AND IS ND7 LOOTED to NORMAL WOOING HOURS THE CONTRACTOR ALSO AGREES TO DEFEND. INDEMNIFY, AND HOLD THE OWNER AND THE MSA COWSLTNG. NO.. IURMLM FROM ANY AND ALL UA8RRY. REAL OR ALLEGED. N CONNECTION WTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM PE SCALE NE61' JCENcE or THE OWNER OR NSA COHSLITNG, NC. NOTE TO CONTRACTOR- EXISTING SURVEY MONUMENTS TE CONPRACXOR S TO USG HIS OR HER REST Errofm TO MAW WN TIE WIEORITY AND LOCATION OF THE EXISTING SURVEY MONUMENTS SHOWN ON liHESE PUNS. D FDR ANY REASON THE CONTRACTOR LNADVLRTENRY DAMAGES' OR AMEEED9 TO REMOVE AN EXISTING SURVEY MONUMENT CURING CONSTRUCTION. R 15 THE CONTRACTORS RESPONSIBILITY TO SECURE THE SEPVCE5 OF A LICENSED SURVEYOR PRIOR TO REMOVAL AND OR REPLACEMENT OF THE. EXISTING MONUMENT. LnTLMEg IRRIGATION AXMCHEULA VALLEY WATER DWRICT :(760) 398-2561 WATER COACHELLA VALLEY MATER DISTRICT (760) 399-2561 SEWER COACHER VALLEY MATER DSTRICE (76o) 398-256, ELECTRIC WPER'x IRRIGATION DISTRICT (78o) 775-5590 CAS THE OAS COMPANY (750)323- t6s, TFIEDHO'M VER62oN (760) 323-X231 CAWS 71'. TIME WARNER CABLE E760) ,MO -u12 EXT. za1 USA UNDERGROUND SERVICE ALERT (760) 227-2600 OR ANY AND ALL DAMAGES. WHICH RESULT ANT NN ALL UNDERGROUND UOlTE% THE EXISTING UTLITES PMR TO CONSTRUCTION DIJS MANNER THE WORK. ATTENTION OF MSA TO POTIHOUNG. F SHIAIL BEGIN CITY OF LA QUINTA, CALIFORNIA I SHEA HOMES -TRILOGY AT CORAL MOUNTAIN - TRACT 30023 MONROE STREET (SOUTH) / SIGNING AND STRIPING PLANS COVER SHEET 2 -- 3 '1 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 9032 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 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 (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 three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 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. PERMIT NO. 9032 Trilogy / Off -Site Street and Signing & Striping Improvements /'TM 30023; Monroe St (South) N/O Ave 62 In addition to the standard permit conditions, the following shall apply: 1. 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. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 4. Shea Homes (Ulrich Sauerbrey), 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. 6. 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 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane, street) neither before 8:30 a.m. nor after 4:30 p.m. 7. 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 City Traffic Signal Maintenance Division at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 8. 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 I of 8 PERMIT NO. 9032 Trilogy / Off -Site Street and Signing & Striping Improvements / TM 30023; Monroe St (South) N/O Ave 62 9. 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. 10. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § I (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. 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. 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. 13. Shea Homes (Ulrich Sauerbrey), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control during construction material hauling procedures. The following Fugitive Dust Control rules shall apply during soil import/export activities: a. A valid grading permit shall be active at both the import and export site b. The import/export material during hauling shall be near 70% optimum moisture content. c. Street cleaning shall occur, as necessary, at import and export location. d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or a City approved plan. 14. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (MUTCD). On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (MUTCD). - 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 8 PERMIT NO. 9032 Trilogy / Off -Site Street and Signing & Striping Improvements / TM 30023; Monroe St (South) N/O Ave 62 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 City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5`l' Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 18. 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 Assistant Engineer II at 777-7047 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 California 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. 19. 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 II at 777-7047 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. 20. 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 3 of 8 PERMIT NO. 9032 Trilogy / Off -Site Street and Signing & Striping Improvements / TM 30023; Monroe St (South) N/O Ave 62 21. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans), other City, or County jurisdictions if any of the work or traffic control devices extend into the CalTrans, other City, or County right of way. 22. 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 23. The Applicant or Contractor .shall furnish the City satisfactory evidence of insurance in the amounts provided in Engineering Bulletin 97-04. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 24. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. —1:30 p.m. Traffic control shall be setup after 8 a.m. and removed before 1:30 p.m. 25. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 26. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 27. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing RAV with the following requirements: a. Class II Base with a minimum depth of 2" b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 28. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 29. 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. Special Conditions Page 4 of 8 PERMIT NO. 9032 Trilogy / Off -Site Street and Signing & Striping Improvements / TM 30023; Monroe St (South) N/O Ave 62 30. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 31. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of g. Possible traffic delays h. Time of construction i. Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 32. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights-of-way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. . Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to -soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. Special Conditions Page 5 of 8 PERMIT NO. 9032 Trilogy / Off -Site Street and Signing & Striping Improvements / TM 30023; Monroe St (South) N/O Ave 62 E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 33. 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. 34. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 35. Access and egress to all local properties shall be maintained at all times. 36. Pursuant to Section 14.16.375 of the La' Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing.of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. Special Conditions Page 6 of 8 PERMIT NO. 9032 Trilogy / Off -Site Street and Signing & Striping Improvements / TM 30023; Monroe St (South) N/O Ave 62 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 V2" 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. 37. 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. 38. 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. 39. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 40. 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. 41. 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 8 42 PERMIT NO. 9032 Trilogy / Off -Site Street and Signing & Striping Improvements / TM 30023; Monroe St (South) N/O Ave 62 Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; 2. Move & maneuver quickly; 3. Provide clear and positive guidance; 4. Understand and apply safe traffic control practices; 5. Recognize dangerous traffic situations in sufficient time to avoid injury. B. Flagger Safety Apparel . 1. Background a. Fluorescent orange -red, or b. Fluorescent yellow -green 2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent version. 3. Material shall be visible at 1000 ft 4. Apparel shall be designed to identify the wearer as a person 5. Law enforcement personnel should adhere to the same standard C. Hand -Signaling Devices 1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must have white legend on red background. D. Directing Traffic 1. Only three (3) signals are required. E. Flagger Communications 1. If work area is too long for relay (2 flaggers can't see each other) a. One flagger given the responsibility to coordinate b. Use Radios or c. Field phones F. Flagger warning signs must be removed or covered when flagging is' finished, when work is not going to start immediately, or when work is completed. Special Conditions Page 8 of 8 o ZO49 AVE. 62 NO SCALE W20-1 W20-1 i AVE. 61 I ROAD WORK fr 620.1 R14 D R14 EN C17 (CA) ! WO WORK nE 0 ' I ' 35 a o MONROE ST. sfi g '' DIRT ROA ORK REA WO K AR K A EA ' Y RK EA Q RM 500' w2 1 500' 57220' ----- — - C-24 (CA) . 11 E o M•1 M• 111 REDUCE �Rono C17 (CA) ou�ne C17 (CA) csoa(ta) C27 W C27 I a(CA cv tr SPEED w lvEEo n nEEouwrt Itt.t W20.1 ANEAD 45 35 uaEo ® RM a I )Now s y. WORK { AHM 0 TRILOGY RojoLo ENTRANCE SEE NOTE 8 NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED, ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM 5' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE, 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24HOURS A DAY UNTIL WORK IS COMPLETE. 7. THE CONTRACTOR SHALL CONSTRUCT A MINIMUM 15' WIDE TRAFFIC LANE OF NEW ASPHALT FOR TRAFFIC USE IN PHASE 2.. 8. SHEA HOMES MAY DECIDE TO CLOSE THIS ENTRANCE AND NOTIFY THEIR RESIDENTS INSIDE TRILOGY TO USE THE OTHER ENTRANCES. ASE 1 55 Street improvements for ShAa Homes Prime Contractor \ Based on Standard i Palm Canyon Contractors N/A Traffic Control Design by Phone Prepared By Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield ae umber Data Permit Number 1 OF 4 6/8/09 To Be Issued on Approval 4 7 ' w NO SCALE w20-1 AVE. 61 G2oa — END R,.t ROAD WORK EKIa MG MONROE ST. bid 0 c= 500' 500' ) — 1500'� 5�1' 500'-' -100\ L W20 -1 a.: W20-4 C17 (CA) C9 (CA) C177 (CA) 1 REDUCE CSG CA) Roan SPEED RaG � IremuMe SPUD rt �LANE AHEAD % 45 ` 35 CCWSE PHASE 1A THIS PLAN IS TO REMOVE & REPLACE THE EXISTING ASPHALT IN THE SECTION NECESSARY FOR THE 245' OF TRANSITION IN PHASE 2 WORK AREA c> cP c:1 M ENTRANCE NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D,) 2. TRAFFIC CONTROL SHOWN HEREIN. IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES ANDA MINIMUM 5' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DUE WORK HOURS ONLY. AT END OF WORK HOURS THE SOUTHBOUND LANE SHALL BE MADE READY FOR TRAFFIC CONTROL RETURNED TO SHEET 1. IF THE LANE IS NOT REMOVED & REPAVED IN THE SAME DAY, THE TRAFFIC WILL HAVE TO RUN ON AGGREGATE BASE OVERNIGHT 'PAVEMENT ENDS' &'LOOSE GRAVEL' ON BARRICADES WITH FLASHING LIGHTS SHALL BE POSTED. 7. THE CONTRACTOR SHALL CONSTRUCT A MINIMUM 15' WIDE TRAFFIC LANE OF NEW ASPHALT FOR TRAFFIC USE IN PHASE 2.. 8. FLAGGERS SHALL WEAR MINIMUM CLASS 2 ANSI GARMENT (CLASS 3 PREFERRED) AND SHALL BE EQUIPPED WITH A STOP & SLOW PADDLE. FLAGGERS SHALL BE ABLE TO SEE EACH OTHER OR SHALL HAVE 2 -WAY RADIO COMMUNICATION, 'FLAGGER AHEAD' &'ONE LANE ROAD AHEAD"SIGNS SHALL BE REMOVED WHEN NO FLAGGERS ARE PRESENT. C,7 Street I W20-1 RO✓iD M" AHM AVE. 62 END ROADWORK CP - I RK EAI R,., R,-1 , ' W20-1 � Rojo WORM AMH G20.2 END{ ROAD WORK Shea Homes Palm Canyon Contractors IM11 Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield SheM Number Date Pemtlt Number 2 OF 4 6/8/09 To Be Issued on Approval w z�N NO SCALE NW\ AVE. 61 G20 -Z END Rta ROAD WORK 1' Exlsn G MONROE ST.� Ff� 500' 500' W2 -1 W20-2 �M I F R Cil CA E.!PEUEC WORK Ram ( Rt) CR w (C11 WI-4(RT) erFmuart DETOUR 6100 Wm A 45 AHEAD 35 K RIGHT i W 1 35 AVE. 62 W20-1 ROAD A� ozo-z END0 rD WO a4n C17 (CA) Rt -1 CT7 (CA) RS -2) .UIED ymtullff KEEP EwNCHH 35 RIGHT EXISTING I 00 l 1 l 1 l 1 1 1.1-kL =11�- ORK-:ARE- OR . - _ RE _ rINN2 � ya R1-1 Ty$� 1 CA) E4 Rt-,��` 1 C17 (CA) C27 ) I!1 A�kDADWOUEEDlaxE cTR�HD GREttH> 4} W20-1 OSEO 035 rOPEN t_ -t OPEN/ Rt; 1 EXI G ROAD WORK1 EXISTING I AN FAD ENTRANCE ROAD WORK SEE NOTE 8 NOTES; 1, ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M,U.T.C.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM 5' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE, 5, ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24HOURS A DAY UNTIL WORK IS COMPLETE. 7. IF 26' OF NEWASPHALT WAS CREATED IN PHASE 1 WITH A MINIMUM OF 500' FOR THE TRANSITION ON THE NORTH END, THEN THIS PHASE COULD BE SKIPPED AND SET UP PHASE 3. 8. SHEA HOMES MAY DECIDE TO CLOSE THIS ENTRANCE AND NOTIFY THEIR RESIDENTS INSIDE TRILOGY TO USE THE OTHER ENTRANCES, HASE 2 05 55 Street Inlprovements forghea Homes Pdme Contractor / Based on Standard Palm Canyon Contractors N/A Traffic Conbol Design by Phone Prepared By Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield Shoot Number Date Permit Number 3 OF 4 REV 6/16/09 To Be Issued on Approval w z�N NO SCALE I W20-1 AVE. 61 W1-4 (RT) G204 — Wt -a END at•t 1 C17 (CA) ROAD WORK IV W13-1 ROAD WORR' "M umir F35 35 EXI6nNo xlv-x: MONROE ST.; 111' _— 111 WORK AREA 11 j epi NlEo u_ 112 500'500'57 12' W2 -1 W20-2 MIN 5' RR C17 (CA) C17 (CA) C17 (CA) REDUCE ROAD ROAD wau ROAD WORR') �, W1 4(RT) ROAD WORR' SPEED AHEAD erllouxrt DETOUR arrmuNrt KEEP 7, arllviwrt AHEAD 5 AHEAD 35 �� W KEEP 35 W13-1' RIGHT X35 x!P: x. W1.6 C17 WORK AREA 11111111 C61 �KEEP � RIGHT ENTRANCE SEE NOTE 8 NOTES; 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M,U,TC.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTAAND/OR COUNTY OF RIVERSIDE REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES ANDA MINIMUM F BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF DAY, THE ROAD SHALL BE CLEARED OF DEBRIS AND TRAFFIC RETURNED TO NORMAL, 7. TO USE THIS PLAN, 26' OF NEW ASPHALT MUST HAVE BEEN CONSTRUCTED WITH A MINIMUM OF 500' FOR THE TRANSITION ON THE NORTH END. 8. SHEA HOMES MAY DECIDE TO CLOSE THIS ENTRANCE AND NOTIFY THEIR RESIDENTS INSIDE TRILOGY TO USE THE OTHER ENTRANCES, AVE. 62 WRTROi KEEP RIGHT 4R1-1 i9 ' . s G W20-1 ING ROAD WORK AHEAD �p(yq HASE 3 Da Speed L 55 Street Improvements forAhea Homes Prime Contractor ' Based on Standard Palm Canyon Contractors N/A Traffic Control Design by Phone Prepared 4 Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield Sheet Num r Date Permlt Number 4 OF 4 REV 6/16/09 To Be Issued on Approval �°`"N ENCROACHMENT FEE WORKSHEET Oasis Entry Only eed Key Minor Permit Fee Inspection Variable Unit Total Permit Fee w, -o -,uv ce1-01uu IreePlanting, Trimmin or Removal $ 79.00 $ 22.00 X ea $ 101-6200 Z51-6200 Minor Drainage Structures Std 303/309/310 $ 79.00 $ 3% cost $ 101-6300 Z51-6300 Operate and Maintain Permits $ 79.00 $ - $ 101-6400 Z51-6400 Seismic Refraction Survey $ 79.00 $ 210.00 $ 101-6500 Z51-6500 Residential Driveway roach $ 79.00 $ 107.00 X ea $ $ Blanket Permits - Utilities Z51-7050 Monitoring Wells/ Soil Borings $ 129.00 $ 210.00 161-6610 Z51-6610 Blanket Permit Minor $ 79.00 $ 1,921.00 Annually$ :01-6630 Z51-6630 Blanket Permit Extensive $ 79.00 $ 4,921.00 Annual $ �01-6700 Z51-6700 Riders (Extensions of Time) $ 79.00 $ - $ Involved n4_'7n,4n I*7c4 -7n4n n_. -1- n. ...- .. �., -Uw �.aicn oa�m suu 4,/',74'' $ 129.00 3% cost $ 01-7020 Z51-7020 Drop Inlet / Overside Drain $ 129.00 3% cost $ 01-7030. Z51-7030 Water/ Sewer Laterals $ 129.00 $ 210.00 X 0.23 If $ 01-7040 Z51-7040 Trap Fences $ 129.00 $ 210.00 X 0.23 If $ 01-7050 Z51-7050 Monitoring Wells/ Soil Borings $ 129.00 $ 210.00 $ 01-7060 Z51-7060 Landsca e/Irri ation $ 129.00 $ 210.00 X0.23 if $ D1-7070 Z51-7070 Commercial Driveway Approach $ 129.00 .$ 264.00 X ea $ D1-7080 Z51-7080 Grading in Right of Way. $ 129.00 $ 210.00 X 0.23• if $ 31-7090 Z51-7090 Curbs and Gutters 'Z51-71 $ 129.00 $ 210.00 X 0.23 lf $' )1-7100 00 Concrete Sidewalks $ 129.00 $ 210.00 X 0.23 lf $ )1-7110 Z51-7110 Filming $ 129.00 $ 105.00 #day $ )1-7120 Z51-7120 Temporary Power Poles $ 129.00 & 210.00 X 0.23 ff $ 11-7130 Z51-7130 Riders (Changes) $ 129.00 plus other appl. charges $ 11-7140 Z51-7140 Heavy Equipment Crossings $ 429.00 $ 105.00 #da $ 11-7150 Z51-7150 AC Paving $ 129.00 $ 210.00 X 0.72 CY $ 11-7160 Z51-7160 Pedestrian Benches $ 129.00 $ 210.00 X ea $ 11-7170 Z51-7170 Utility Service Connections Involving Trenching $ 129.00 $ 210.00 X 0.23 If $ 11-7180 Z51-7180 County Required Utili Relocations $ $ _ 1$ 11-7190 jZ51-7190 Utilize Right of Way $ 129.001 $ 210.00 X -, $ FOR ALL ABOVE FEES 20000-3130100000-772020 , TOTAL $ •10-R39 SECURITY DEPOSIT 20006-3130100000-201800 Is 10-R34 $ 806.46 X it Ints 9; lumber GRAND TOTAL $ ments: l/%/L% f' f7 jr /ii eaj2 AA -12 Y'e W n /-0 f t I /Lot 4 % 4./jr /Ljo (0 A1 Fa �� G"�-�` 'fi}�1ir �' C Cd-�.l`�c� �12 Tl� •�rST'yLu c�l� 1� CS t� By: Gum uV' LA Qut.,jlnA . PAP NOTICE The Riverside County Transportation Dept Permit Section shall be notified 48 Hrs prior to any construction Telephone: 760-863-8267 If Permit Section is not notified, any work performed is subject to immediate removal COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRANSPORTATION DEPARTMENT ENCROACHMENT PERMIT SHEA HOMES 6080 TRILOGY PARKWAY LA QUINTA ,CA 92253 - Permit Nbr: D09-06-0013 MONROE STREET 54345A RBPG.222 Ref: ALRICH SAUERBREY Ref: (760)777-6006 W/O: W/O: JUNE 16, 2009 Subject to the provisions of Riverside -county Ord'4499", all the terms, conditions, restrictions, specifications, standards, rules and regulations of the County of Riverside or any other public agency written.below or printed as general or special provision or incorporated herein by reference: PERMISSION IS HEREBY GRANTED TO UTILIZE THE COUNTY ROAD RIGHT OF WAY OF MONROE STREET BETWEEN 60TH AVENUE AND 62ND AVENUE FOR THE PURPOSE OF PLACING TRAFFIC CONTROL FOR THE CONSTRUCTION OF A RISED MEDIAN WITHIN THE LA.QUINTA CITY LIMITS FOR .TRACT 30023. ALL WORK SHALL BE PERFORMED AS DIRECTED BY THE DIRECTOR OF TRANSPORTATION AND IN ACCORDANCE WITH THE GENERAL AND SPECIAL PRIVISIONS OF THIS PERMIT AND IN CONFORMITY WITH THE CITY OF LA QUINTA APPROVED STREET IMPROVEMENT DRAWING AND TRAFFIC CONTROL PLANS ATTACHED TO AND MADE A PART OF THIS PERMIT. ** NO PAVEMENT SHALL BE CUT ** The following specifications and/or'standards,a copy of which are.attached to this permit are hereby referred to and made a part hereof as fully as if they are set out herein COUNTY STANDARDS. AND/OR SPECIFICATIONS FOR: Type: A copy of this permit is to be kept at the site of the work and must be shown on demand to any authorized representative of the County Transportation Director. .This permit is to be strictly construed and no work other than that specifically mentioned above authorized hereby. Performance of the work shall be deemed to be acceptance by the Permittee of all terms, conditions of'this permit, and Ordinance No.499. This permit is void unless work herein contemplated shall be completed before SEPTEMBER 31, 2009 cc: A. SOLAREZ INSPECTOR JUAN C. PEREZ, DI TOR 0 SPO ON FILE CALL Underground Service Alert MM 48 Hrs. Before You Dig B For Underground Locating Majee Farshad 1-800-422-4133 Permit Engineer Encroachment SHEA HOMES' MONROE STREET -2 - Permit'No. D09-06-0013 JUNE 16, 2009 GO1. IT IS THE REPSONSIBILITY OF THE PERMITTEE TO ENSURE THAT THIS PERMIT REMAINS CURRENT FOR THE DURATION OF THE PROJECT. WORKING WITH AN EXPIRED PERMIT WILL NECESSITATE THE IMMEDIATE TERMINATION OF ALL CONSTRUCTION WITHIN THE RIGHT OF WAY UNTIL AN EXTENSION OF TIME IS OBTAINED.. FOR INFORMATION ON HOW TO APPLY FOR AN EXTENSION OF TIME TO THIS PERMIT, CALL 951.955.6790 (RIVERSIDE OFFICE) OR 760.863:8267 (Palm Desert Office) G02. The permittee and his or her successor(s) in -interest shall defend, indemnify and hold harmless the County of Riverside, its personnel and agents, from any accidents or injuries resulting from operations authorized by this permit. G03. Should it become necessary at some future time to relocate -or remove this encroachment, 'it shall be at the expense of the permittee with no costs being incurred by the Riverside County Transportation Department or any other governmental agency. G04. It is the repsonsibility of the permittee to comply with all. current CAL -OSHA safety requirements for work performed within County rights of way. G05: The permittee shall accept full responsibility for complying with Federal, State and County environmental laws and receiving any necessary environmental clearances and/or permits prior to commencing any work as authorized by this permit. If the permittee fails to comply with the required environmental laws, this permit shall be immediately revoked. G06. The Riverside County Transportation Department reserves the right to make changes or additions to a permit after issuance if such changes or additions are believed. necessary for the protection of the roads or for the health and safety or the public. G07. ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes, work to be accomplished within Riverside County road right of way ONLY. Whenever construction extends within private property, it shall be the responsibility of the permittee (or his contractors) to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. -- Continued -- Encroachment SHEA HOMES MONROE STREET -3 - Permit No. 09-06-0013 JUNE 16, 2009 G08. TRACK LAYING CONSTRUCTION EQUIPMENT: Cleated TRACK LAYING construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -'tired equipment only shall be used in backfill operations in paved.areas. If the existing. pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, Riverside County shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of 0.1' of A.C. surfacing plus appropriate seal coat as indicated in County Ordinance 461 specifications and Standard 818. Feather overlay shall not be permitted except as approved by the Permit Engineer. G09. CARE.OF DRAINAGE STRUCTURES: Any drainage structure inc- luding corrugated metal pipe, steel culvert and concrete struc- tures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove.or cut.existing drainage structures, Riverside County. Transportation Department 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. Disposal of debris or other materials into drainage facilities is prohibited. G10. 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. See G16. G11. DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on Riverside County roads, it shall be the responsibility of the permittee or his contractor to control this water and to provide off-street barricades when necessary. See G16. -- Continued -- -4 - Encroachment Permit No. 09-06-0013 SHEA HOMES MONROE STREET JUNE 16, 2009 G12: UTILITY CLEARANCE: Prior to making any excavation within the County right of way as authorized by this permit, the permittee shall contact all concerned utility companies relative to the location of existing utility structures. Permits that require excavation shall be valid only after an Underground Service Alert (USA) inquiry identification number is issued. The USA ticket must be available for review at the job site. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. G13. COORDINATE WORK: The proposed work shall be subordinate to any operation which the State of California or Riverside County may conduct in this area during the period of this permit. Work shall -be coordinated with the State or County forces to preclude delay or interference with State or county projects. G14. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly signed, lighted, and barricaded as deemed necessary by the District Road Maintenance Supervisor or Transportation Department Inspector and -in accordance with County Improvement Standards and Specifications, Ordinance Number 461; Section 6 "Public Safety and Convenience" (6.01 through 6.06). G15. The Riverside County Transportation Department reserves the right to request the contractor to re -open the road to its full capacity in case of emergency occurring either on a State Highway or adjacent roads, and when traffic delays are excessive due to the contractor operations. Work can resume once the emergency is cleared and/or the traffic congestion is mitigated. G16. NPDES: the permittee shall accept full responsibility for complying with all NPDES laws, regulations and requirements including the installation of Best Management Practices (BMP'S). G17.. Please.contact the Traffic Singal Supervisor at (951) 955-6894, 48 hours prior to any excavation for location of conduits. Should any conduits or loops be damaged as a result of this installation, they should'be replaced within ten days by the permitee as directed by the Transportation Department Director. -- Continued -- -5 - Encroachment Permit No. 09-06-0013 SHEA HOMES MONROE STREET JUNE 16, 2009 A17. There shall be a minimum of 30 inches of cover over all pipes or conduits including all service lines or laterals. Any installation adjacent to a drainage culvert, ditch, box culvert, .etc. shall be placed a minimum depth of 12 inches below flowline. A18. If the existing pavement adjacent to the trench is scarred, broken or removed during the term.of this contract, the permittee shall be.required to remove and replace all broken pavement in accordance with the pavement specifications of the permit, and placea 0.1 feet thick overlay the entire width of one traffic lane. If the work encroaches on more than one traffic lane, then the entire width of each lane shall receive the paving cap. -"