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8011T 0'1-1 Q 'r f1 See below for Finance Revenue Codes 4 ENCROACHMENT PERMIT cF Ttce9�` PUBLIC WORKS CONSTRUCTION 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: 1/28/2008 LOCATION OF CONSTRUCTION: Madison Club; TM 33076; Madison St from Ave 52 to Ave 54 PURPOSE OF CONSTRUCTION: Off -Site Street Improvements DESCRIPTION OF CONSTRUCTION: PSN 06151 DIMENSION OF INSTALLATION OR REMOVAL: Per Approved Plans APPROXIMATE TIME WHEN WORK WILL BEGIN: 1/28/2009 TIME OF COMPLETION: 1/28/2008 ESTIMATED CONSTRUCTION COST: 1,606,991.59 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements). COMMENTS N/A 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 4:00 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 of Applicant or Agent 4 East Of Madison LLC. - Mark Alexander 80-955 Ave 52, La.Quinta, CA 92253 (760) 574-6364 or (760) 396-7624 Name of Applicant Business Address Telephone No Hazard Construction Company P.O. Box'229000, San Diego, CA 92182-9000 •(858) 587-3600 Name of Contractor and Job Foreman Busine s Address Telephone No. 750542-A 100753 Contractor's License Number Lexington Insurance Co. Applicant's Insurance Company. C City Business License No 3157018 Policy Number FEES Subdivision Improvement Permit Class O CpN z0�(% - II Opt Public Improvements: 3% of estimated construction costs �NC�Q FOFA�i�T,q Private Improvements: 3% of estimated construction costs Minor Improvement Permit -'Class I Finance Revenue Code RMIT NUMBER: 8011 Inspection Fee. E_1 Permit Fee E_1 $48,210.00 $100.00. DATE APPROVED: As -Built Deposit E_A $1,000.00 EXPIRATION DATE: Cash Deposit -Surety Bond, EE=B $0.00 if required BY: i TOTAL , $49,310.00 ' Administrative Vthority .. . . . : -* 11 -...Td * a�rw PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date1-7a Tract No: C7 Project Name: Vicinity: �So►-� -� Purpose of Construction (i.e.: Rough Gra ing, Olffsite Street, etc. Description, of Construction (i.e.: See pla Set No. 01234 0986, ' �e-se" Dimension of Installation or Removal: Approximate Construction Start Date:. Approximate Construction Completion Date:. /—z-,S Estimated Construction Cost: $ (. (p 0(OPR q t Estimated Coastruction Cost shall include the re-ov offaall obstructioos, materials, and debris, back -filling, compaction and. places permanent resurfacing and or replacing improvements -7 VP � R f Contact Name:1,1412-4e a-MxA: Z Phone Numb4�C)b% 6-3f� Name of Applicant/Owner: X -1 0.,0 Applicant Address: ®® C.¢ 5� Applicant Telephone Number: (gip -- Applicant E-mail Address: z p. /�jg CCMt Name of Contractor:14�C Contractor Address: Z Contractor Telephone Number: Contractor State License Number:. Contractor City Business License Number: Contractor E-mail Address: 11A IZD Czf rA COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED - Applicant or Contractor General Liability Insurance Company: Applicant or ntractor General Liability. Insurance Policy Number: Office Use Only Office Use Only: Inspection Fee: 10 Assigned Permit Number. V o t' Peimit Fee: $ (0 10 Approval Date: As -Built Deposit: 4 (00 D ' Expiration Dust Control Date - Deposit 0 Issue Date: Credit O Amount: Administrative Authority. TOTAL FEE DUE: 4 a T:72aunistrative services DivisionTornuWPPLICATION FOR PERMfr.doc �daSerL^5-F'� A MADISON STREET Item Approx. Quantity Unit HAZARD Unit Price, Total Traffic Control 1 LS $4,200.00 $4,200.00 Remove AC and Base 23,787 SF $0.42 $9,990.54 Remove PCC Sidewalk, Curb, & Gutter 1 LS $2,230.00 $2,230.00 Fine Grade from .02' +/- 1 ILS $41500.00 $41,500.00 4-1/2".Asphalt Concrete 352,325 SF $2.02 $711,696.50 6" CAB 352,325 SF $0.54 $190,255.50 8" PCC Curb & Gutter STD. 202 & 208' 16,355 LF $10.45 $170,909.75 8" PCC Median Curb STD. 210 modification attached 4,9f3 LF $7.90 $39,207.70 4" PCC Sidewalk STD. 245 32,896 SF $2.25 $74,016.00 Curb Ram STD, 250 4 EA $810.00 $3,240.00 Driveway Approach Std. 221 6 EA. $970.00 $5,820.00 a. CVWD Well Site #2 Driveway 1 EA' $3,070.00 $3,070.00 b. CVWD Well Site 73A Driveway 1 EA $3,070.00 $3,070.00 c. CVWD Well Site 14A Driveway - 1 EA $3,070.00 $3,070.00 CVWD Booster Station Driveway 1 EA $11,820.00 $11,820.00 Curb Grade & Backfill 1 LS $47,000.00 $47,000.00 Shoulder / Sidewalk Grade 1 LS $27,000.00 $27,000.00 Adjust Existing Sewer Manhole to Finish Grade' 18 EA $1,300.00 $23,400.00 Adjust Existing Water Valve to Finish Grade' 14 EA $475.00 $6,650.00 Irrigation Sleevin Schedule 40 PVC 4-2" ; 4-4" 1 $5,000.00 $5,000.00 *Striping & Si na e 1 LS $20,000.00 $20,000.00 Adjust Existin Storm Drainage Manhole +/- 1' 9 EA $900.00 $8,100.00 TOTAL $1,41.1,245.99 �mAN ISLAND _ __...__ CONSTRUCTION NOTES AND QUANTITIES air o.sr 4 MD. DE' MPTION APPROX 6Y. e �^Jl•��.•. o RT. d CONS.RI13• AC. OMP 6• CAD. 352;325 LF oO+ O CONS IUCT W dus AND_CURQr PM CRY Nr'u =0 SM XD. 202 AND 206 ISMS L i el O cCe�rPucT C LNtDIAn OURS PER On, OfLAQAOA SM NCL x10 4,983 if _ f 00 IDAMST EIMIMC SEWER MA+OWIE To GRADE 14 FA . .. 1. CORCPSTE SHALL NAL A MN=M LLTNATE COPRESSIVE STRENGTH AT 78 DAYS OF 2 500 P.% '® COMO 065Ta7C R7 SiREif pNKRT. R 1lSCOMCRDE PN CED AND SHALL CONDRLO k TO SECTION 2621 Or THE UNIFORM MMMC CODE c0! 1 CD! 2 CB! 3 wl:4 2. RONFFLTTO:SHALL BE VIM' -aVMA . w a WELDED WIRE b' DmAu a' Co iOtciE uaEaY OVER a' AxRErr 3494 SF CASE 'C CASE 'C CASE �tl .CASE''r ME91'(W.W113 OR APPROVED EQUAL - .. .. 'T CASE /.•.1�1.00K Amhom OEfK t2 t ![SSQ1.oETA,L. t2 QT.SS a. am-m SHALL BE PR[-WEnED TO SATLSPAC" or THE °u4DIN6 Satin AW, REMOVE EgSroiC K vkvdOn r5 amQAL OR ENmaFn PRIOR To PLACEMENT of C0401M OFnOA COMPOUND ENGINEER SHALL BE USED WHEN REQUIRED BY B NLnu(c O xt aTa er NXXNa tTE' m['Nri t Pm rnr ai u a axi. Sm• Rio. Zia 12,89fi LF i CURING. TX: OUND SH - > to CONCRETE' DRAINAGE CHANNEL O TAN eSEE DETAIL ar SHIP iMOm m Qn as u aBdA S n NCI UO WITH'A�m• Mar iT�' S3:126 N.TS ... ...... 1 3 xC ANI� .. .. .. /w In. =MnV a� uMP P01 CITY OF u OLOM sa In uo MODIFIED PER DETAIL ON s¢n x 4 E'+' i I tm_ NAAB MEASEMEII I w' NO A Pic O � 2 F __ - MM TWn aw19 . � _ I � 'sPUT . RK rt•HDE CRY a u oLexlA sTo, ilD: a3a 3 FA 1: 13 116V1. T`TF w11 r [Ou6T1aAN U10SSQJC• ra CALTIRVIS TWMFIC MMALW 3 Fa' ? � . - __ .I I ibiNSTIDAcr MEROi GPER PEA AP WA Sf0. N0. 140-2 2 EA 1 .. .... - d W • $ A 8 FA i Pr-C.. CURB O COiSTRLCT': ME . e` °¢P mN rt owsw,z Owa�.L lxralO+'lewN pm oEwL a 51[ET i ... _. 5 EA .. € CASE 'r cAZE •r cAs,: 'r : cAsc r •`,.' , Om PANT a" LANE PER MUnm 57O.OEu1L n 9A"5'FA i 12 RE' PI N 72, L 'm E I _ 72. l A 651d( °RAN rl}Si9Q1 DEf� 1 STRIP te • •• .. `% - i IXmUOE °•CONIR(1L 1kVT 1B aCa., i�6'TAY NVISANDE' WATER " FAINT Mm . FEW MUW Sia OEM, 3M '60 LF LION NOTCH I/ANF. .. .� ' ERPAN$M ATNT 30`.O.C: P - �� 03 RMAR DOWN MIOOLE OF CURB O PAINT LA E.UNE%.FEN W CD SIDE DETAIL 12 9;415 LF. � _..�..._.._._- AN ... .... .- .. MULTURPOSE TRAIL ADJACENT TO PUBLIC STREET O PFnn MEDIAN mA PER wur�:sm DETAIL x9 f-P42 Ls oPROP SS VH 43 T MADI�ON ST. ,�,A„ ' 1. PSI L NEL�ND LILE PER GL,RANs STD,DEM. 36A 4413 LJF _ .. av,WD: 9ro..a 1B DDx a.;,z /�(pP 1176742261 PAINT TYPE M ARROW 0G PER MUfm.310. t1ETAS Axu: 3 LF - - L21 ini .. - q N, 7637.E IisI CONCRETE 883 Aiamw Q. PER MPW Sm.. WA KM; '2 LF. I d Nn76 1.1 FAOR TYPE N . ,. 1 A273 9TW 6oso (UTADISON $T. ' - F .._ ._...- _. ?z'• .i\.-... I.. .._ ,._. __ ._ 1 � O PADO TYPE I Afil�'I MarcoSiD. QTNL KM 2 LF M:7873.°586 ,% ! '- -...- X:965s.x681 CONCRETE OID PANE TYPE N ARIM ft FIR N= SM DE(A4 A7M 1, rA Cc$0 CBP t0 CB! 11 W7636.6173. _ 'µ 56j°� 4x N. 0860,7069 O , CFSE-•r r.c„C CASES' 7,A 007.iT4 lOOdoo 7C 29 vANi 7YPE Yr ARROW .(R). (4R YUKD 510. DEAR Ax4. , ... ... 1 EA �•,E-rM i2 T N:76613T7 .00289 TC 1 tY F•1_° `7 \ I W.tY 10025E TC `IX _ O PIDrt vAtRLOIr WIODNO S1LP- OR SLOP AMM-:.PFR MUICD Sr0. DEOA. A7W 12 EA MANHOLE PROP 5.5" L01 -_.. ._.)_ __ _. _ ._ __ _.. ... 31 RWHf PAVENDR KARIM TD M LAW, PER WUTCD-570. DECAL AIw CVX7 U . YANNQE CDPER N:9A34.SD46 M.9061,ODI6 1 V W.O: STD. S-10 1007,9 T '007.97 TC DETAIL 'A' _ �EArwa O INSTALL soEnME w rm Pvc Comm, +-r nrowA A1-4• NOWAnA ol 4 E ( i SCAIF: Y.ltl O .-I 0WROM 20V O.C. SPAVMC.'PEN CWW S SM DESA,, 31% 23 EA \TI J PROP 5.5" 1 H i ` EA057o1C E - OP - COLLAR PER S-+O , 1 122' DETAIL 'B' O INSTALL TYPE '41 - STOP Sur. PEN TALTRAXS TRAI'm WANLY 2 E% A1 LOOS°N0 xo LANDSCAPES ; SCALE 1'�Itl O INSTALL TYPE TN-3 - 4 W. PER CALTRA S 1 eFFX MANLI L 2 EA LANDiTB r rnrNa am - - 'FENCE-•MLSETBTwA .1/26 . . _ Q ar7mt (T,v. I �' TRAR O wsuu wK TQ (so) -'SPUD Lur PER CAURANS Twm MANUAL 2 EA INSTALL r1w T17 - KEEP Man SYMBOL•. PER CURIUM TNAn'C MANUAL. 2 EA 6' IEAnDEPNC .: 1.2B. SMEW AG PAVEMENT MADMON STREET CROSS SECTION 6 CONC CURB 113A11 TYPE TNO, PAPJmNC 5Y1®OL ®NE LA,NE', PER 1AlNW Sm. R7-iN 4 FA 12 A AND.BASE STA:07.71.50TO63159.02 a, CUTUP (TYP.) PAXWCATE BASE WIM WASHED.EXPOSED I :- \ O INSTALL TYPE S10P ANEAV. PER MtITFD S10. W]-1 3 EA .. N.T.3: ACQEGATE F0a5H (USE ONS ED AGGREGATE) a _ 9 TO COMPLY MIN ADA STANU4>D I I W.14. COST .¢, FR°P. T + O MWCOV PER CALTIVA TRAFFIC-1MraW ...... W w 11NAAl LYPE tMl-t _ OBECf \` 1 EwSTNC m 1 11INSTALL IYV( t7 - sn[u NAVE. P[A QUPAMs tRATr1C rANtNA 41 G Eps0X0 x LANDSCAPE SETBACK E FENCE. 42 PANT Ir CR06swN AND un LINE PEP MMTco CUP. AZ.E 6 EA 6 » t c Q Ne TRAIL n CUTTER (TYP.) , i 3111 CfRtsrRUCi Nt dss PER 5tt !� osTAL TYPE Vn. - LAW ENDS MMOE UTr. PER CNURMA TRAFFIC MwNUAL a. EA a OF LA OUNTA STD. OWC, Na,'M2 REFER TO ON a' LA OUINTA STD. 250 + 6' YC O °SEAL rot 11// - PA emn wE7It1 TRNN9PDN'. FOR CATRANS MWM NANLML 1 EA y� SIDEWAUCAIADLSGM STREET CROSS 6'ECTxTN A.C. PAVEMENT STA:1M72.B3TO 13t8D.56 AND BASE N.T.s. a cu�CTTER (DiYP_) 1 10 CURB RAMP rLT.S O a6rAl1 IYpE iN. - 00 110T RLSr; PER CALiRVB iRAR1C LLAHIUL 1 EA INSTALL ME VU - OD NON PAW. PER MPANS MUM YAAUL 1- EA L, F 2nd SUBSTITUTE MYLAR „ ONAiPI CXVA STD. S-19 PER OM A ON SHUT x 14 EA : tat 13 t7estDe This mylor is identical to the mylar approved z c EXISTDwm I SECAM VLAr� APE by the City Engineer on 10/19/06 Q AnAsroastecvATZA VALVES " 1 FA 'TT"r W except for the revisions noted hereon. °{E SEBAO T� x` cm o1 11.17A i H6 PANT LAW LINE CRE f" THFOUCH NmaxxTDN PER MITCD SM DEM 41 DnLDh 110 LF zX zX 4:1 .2X .. % f PIBn Set No, I . REVISED NOTE O RANT LATE LSE Offlum N TNDQTON mENgcnoN PER MU= SM DEM 40 (MIE) 125 LF = ' a' YEAVOOONC 6' CONC Ql178Y8 . DIAL TOLL FREESIDEWALK • CUTTER (T� � C0u9 °' CONC Qwe cXP. o-3o-09 AND BASE TYPICAL MADISON STREET CROSS SECTION d CUTTER (T»J 1-800-227-2600- AT LEAST Two DAYS .BENCH MAW( DATUM CORRF.CTI M. l; i BEFORE YOU 010 SUBTRACT 1000.00 FEET FROM ALL ELEVATIONS SHOWN HEREON TO REFLECT - UNfEiMR01Rm SEFWCE HINT a S000IERN CALIFORNIA ACTUAL MSL ELEVATIONS RELATIVE TO THE BENCH MARN DATUM. A 7595 Irvf++e Center Or. STAMP BASIS OF BEARINGS BENCH MARK - APPROVED. BY: CITY OF LA QUINTA DRAWING NAME: C48559 S9 618 - - 'STaYIADISONST-05-02 ' AR CI:ARK - P.E. Irvine, Co.. 92618 �N THE NORTH LINE OF THE NW 1/4 OFFSITE STREET IMPROVEMENT PLAN RICH6-3o-1>9 Pnone: 949.4s3.0111 , of sEcnDN s, TOWNS1iLP 6 PO 3 3w _L PROJECT No. EXP. For. 949.453.041, - �N"' MADISON STREET rH0. C4N359 SOUTH. RANGE 7.EAST. SAN MONUMENT IN HANOWELL AT THE ( DETAIL AIL SHEET 0001 MDC CONS7RUCT.OLH NONE AND QUANTITY 0/30 E7a, 6-30-09 BERNARDWO MERIDIAN PER P4 INTERSECTION OF WASMNCTON REVISED Consultants Inc. 44/67-68 SAID UNE BEARS & 42 AVENUE ELEV.117.05' OTHY R. A N, P.E. DATE REVISED °ETK 0J11/08 DEscNED Brt8. CHECI(ED BY. J.W.P. SCALE: FILE No. �F pP!'4 NB9bs'1z E PUBUC wD S DI CTOR/CITY EN SNEER TRACT MAP NO. 3307E-1, 29894-2, 29894-3 SHEET 2 REVISIONS DATE NO R.C.E. NO. 45843 op. 12-m-08 PORTIONS OF SECTION 10, T.6.S., R.7.E.. S.B.M. DRAWN 0Y: B.SW. DATE:. 4/4 O6 NA.T.S. 0502 G-04/2OO8 MON 11:•41 FAX 760 77.7 7155 City of La Quinta Pub.Wk 0001 TX REPORT TRANSMISSION•OR JOB NO. 177.5. ' . * DESTINATION ADDRESS 93,989119 PSWD/SUBADDRESS DESTINATION ID ST.•TIME 02/04 11:40 USAGE T 00,19 PGS. 1 RESULT OR Public WorksvEngineefing Department 78-495 Cane Tampico • La Quinta, CA 92253 (760),777-7075 FAX (760) 777; 7155 FACSIMILE TRANSAUTTAL To: %y%4/C , f}G�XLINDE FAX No: �760 39�r .Froiaa: FAX No. 060) 7.77-7155 Date: Page 1 of COmnientS- . -Fox : 1045e,At f-F e o (I ri�R 6iACII.5an/ -'5-f . o_�6&y 15 %{ 31 o _R6 n A�.67 Awq -------------------- iQ Apvai cl (9- 7Zd P rr I .SUs�-.✓G ` fi City of La Quinta The following General and Special Provisions are attached to and made apart of Permit Number 8011 The following shall always apply: V ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished ,within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior tostarting 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 forproper 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 gutte'r.shall be saw cut prior to removal. Depressed curb, matching concrete gutter'and concrete driveway approach shall be constructed in conformance with City of La .Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways,shall be constructed as not to alter existing drainage pattern. Surfacing between the -property .line and the existing road paving shall be two and a.half,inches (2 ''Y2") of A.C. paving on (" N/A ") of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions .shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. 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 trenchesare of excessive depths. Care is to be exercised . that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to . retain the water. Where jetting is used, the jets shall.be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals.of not more than 'one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent. repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed.on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or.trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 3 ) inches of A.0 surfacing placed -on a ( 6 ) 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 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. j PERMIT,NO.8011 Madison Club % Off -Site Street Improvements / Tract No. 3.3076;' Madison St Btw Avenue 52 to Avenue 54 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. East of Madison, LLC (Mark Alexander) and/or Hazard Constuction,.hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. 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 permittedon any Arterial street (le 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 beset 'up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside County Traffic Signal Maintenance Department at (951) 955-6894 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 V f PERMIT NO. 8011 Madison Club /Off --Site Street Improvements / Tract No. 33076; Madison St Btw- Avenue 52 to Avenue 54 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 § 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. 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 n ' 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. 1 13. East of Madison, LLC (Mark Alexander), 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.waming 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. On Collector to Major Arterial Streets, the pen-nittee must submit a traffic control plan which shall be prepared under the guidance of the Manual ofUniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004,(HTML) and the.Califomia Supplement.. As of October of 2006, these documents can be observed at http://mutcd.fhwa.dot.gov/HTM/2003rl/part6/part6-toc.htm and http:Hwww.dot.ca. 7o�q/traffops/signtech/mutcdsupp/pdf/CA-Chap6A-Chap6F.pdf, respectively. It shall be the: Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions Page 2 of 8 1 PERMIT NO.8011 Madison Club / Off -Site. Street Improvements / Tract No. 33076; Madison St Btw Avenue 52 to Avenue 54 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. 15. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 16. Should' additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 17. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer Il at 777-7.047 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook; or Uniform Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or. the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Prior to the city issuing a building permit, the pennittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. 18. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer Il 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. 19. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors& omissions by the architect or engineer of record. Special Conditions Page 3 of 8 PERMIT NO.8011 Madison Club / Off -Site Street Improvements / Tract No: 33076; Madison St Btw Avenue 52 to Avenue 54 20. 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 Countyright of way. 21. ` 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 22: 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 set"up after 8 a.m. and removed before 1:30. p.m. 23. " The permittee shall not encroach "upon private property without prior written approval (submit to:the Public Works Department, attention to the Assistant Engineer Il) of the private land owner whom is being encroached upon. " 24. 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. . 25. 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 R/W with the following requirements: A. � Class lI 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 26. 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. 27. Prior to excavating in native sods, "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 II: If the archaeologist determines the site note to.be required"to be observed, -please submit a letter signed by the archaeologist stating their determination. 28. 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. i Special Conditions -'�� Page 4 of 8 , �IF PERMIT NO.8011 Madison Club / Off -Site Street improvements / Tract No. 33076; Madison St Btw Avenue 52 to Avenue 54 29. 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. 30. 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 Perniittee'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. 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. Special Conditions Page 5 of 8 PERMIT NO.8011 Madison Club / Off -Site Street Improvements %Tract No. 33076; Madison St Btw. ..Avenue 52 to: Avenue 54 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 theconditions above shall be borne by -the Permittee. Copies of all test results shall be furnished to the City Inspector. 31. All excavations within City of La Quinta right -of way shall be backfilledi 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: 32. All landscaping, irrigation, decorative rock, decorative concrete,. lighting, etc., shall be replaced to its original condition: 33. Access and egress to all local properties shall be maintained at all times. 34.. 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(]) foot beyond trench edges. Edges shall be straight and clean. B. 'Permanentpavement replacement structural section; within all trenches, shall be 1" thicker than existing of asphalt.concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. 'Permanent pavement .replacement shall be installed using a City approved '/" max medium asphalt concrete.as the base course lift and a City approved''/z" max medium finish course lift for. capping. Asphalt 'concrete mix design shall be approved by the City prior to its placement. Special'Conditions Page 6 of 8 PERMIT NO.8011 Madison Club % Off -Site Street Improvements / Tract No. 33076; Madison St Btw Avenue. 52.to Avenue 54 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 0.1.0 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 trencheslocated 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. 35.- 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: 36. 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 streef;'Construction materials and/or equipment. 37. The City of La.Quinta reserves the right to revoke, suspend or void this permit at any time. 38. 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. 39. 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 ' , 1 PERMIT NO.8011. . Madison Club / Off -Site Street Improvements / Tract No. 33076; Madison St Btw Avenue 52 to Avenue 54 40. Flagger Requirements A. Minimum Requirements I. 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 L Only three (3) signals are required.. . STOP. SLOW PROCEED 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, wE ' S NO SCALE. PRIVATE. DRIVE 02LL2. G. f END ROAD WORK EXII AVE. 52. P.,Q,rr� a' MADISON ST. a ROAD- - ,. l WORK _ AHEAD LA CANTERA POLO ESTATES SEE NOTE 7 - R11ROAD • a c_ wi.. 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TRAFFIC CONTROL SHOWN HEREIN ISTHE TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LAQUINTA REPRESENTATIVE. EACH WORK PERIOD; CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN PdmecommcWr TRIf8CG011h01 CoRbeebr Haiard Const. - Tops N Barricades; Inc: . 3.` THROUGHOUT ' _ 4. ACCORDANCE WITH TRAFFIC CONTROL PLANS. CONTRACTORI SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH ATALL TIMES' F - one Prepamd By ' ' won Swdwd (800)852-TOPS Ron Fifield . CALTRANS T 1.1 " '5. ACCESSTOPRIVATEPROPERTYSHALLBEMAINTAINEDATALLTIMES:._. ;- '- BE IN PLACE DURING WORK HOURS ONLY. AT END OF DAY,` THE ROAD CLEARED OF DEBRISAND TRAFFIC RETURNED TO NORMAL. m 1 of 4REV' Data wN'aibw • 2/26/08 • . 8011 6. THIS TRAFFIC CONTROL SHALL' BE POSTED FOR OVERNIGHT IF THE GRINDING ANDTHE ASPHALT OVERLAY IS NOT ON THE SAME DAY. 7.. 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WORK AREAT �\ � �;.. `C .'a'` • ^t - -- -.i : � - �� "?e`f�"r .. t .,� : �-_ - ` �;:.1*•. f � +1 t .'F ,.`_-(/ C. 'F.- .j .. a.. 9 ,G� r r�j+: S/.'� " :'-L�"'.}� r .S 19• -�y :.`••�. _.N�'T fY. M. �:y i.. - . £ _ �...b = �V r�= _ y W. -� L' � 'tK 1?' Y'�T/ � i) _• J� 'yet'. •b •3'+. � 01 r - q R'w 1' C •�' r� ,;y Fd ."' ''';3$` �r-� ''4 �" `�tk�^'".+"�" 1. .;,r' _at'., � � K, r: rzs, a � �'g g �� ...may.=:' �'.��.- '`•�-. � � .- fin.. s,.. �T� ': _��. �. s'�.` ,:� : ,:.•r ,ro,';`^d `�ii .^ +_' � " � B.: - �* _ — _ �' '� w-� I - - '`'�'�, •- g ,_ s.'%,4v-"r�:i _� i'� �.:,'is �2z',,,- x£" -.c : a" +! ;,�•,„�' �i -.^�i. _ ?,735L k��-ri'� _%+�:i._✓- P • �� :'"R-,. �� 500 FT 600 FT �a ��' b# 500 FT 500 FT .. • - RN-2 020.2 1 3 IFS s' ROAD END W2a 5 (LT) W -2 ® 1 _ CLOSED f . Roan WORK _ + EXISTING • _ - ROAD' LEFT IAtGi� i t . HIDEAWAY AWOKHEAD\ ENTRANCE �.� _ .. NEW MADISON ST. _ • CONTRACTOR SHALL PREPARE CURRENTLY CLOSED. ' THIS SHOULDER FOR TRAFFIC }' PER SPECIFICATIONS AGREED _ UPON BY THE CITY & THE CONTRACTOR IN ADVANCE OF THIS CLOSURE. ' • TRAFFIC CONTROL TO OVERLAY THE DELINEATORS OR CONES SPACED AT so FT 'INTERSECTIONS WITH THE NEW MADISON. ,T s55 NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). ProjeaNam 2. TRAFFIC CONTROL NISSHOWN ISTHE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND Madison St. Improvements for Madison Club TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LAQUINTA REPRESENTATIVE. PdmeCunftctor Tmmcamm Lanmr a 3. THROUGHOUT EACH WORK PERIOD CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN Hazard Const. Tops .N' Barricades; Inc. ACCORDANCE WITH TRAFFIC CONTROL PLANS. _ • _ e� 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH ATALL TIMES. (8 0)852-TOPS Ron Fifield CALTRANS T, 11 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. ��ba 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF DAY, THE ROAD CLEARED OF DEBRISAND TRAFFIC RETURNED TO NORMAL. 2 of 4REV 2/26/08 8011 ED FOR OVERNIGHT IF THE GRINDING AND THE ASPHALT OVERLAY IS NOT ON THE SAME DAY. - I- - 1. UNEVEN PAVEMENT SIGNS SHALL BE POST N NEW MADISON ST. --' W a CURRENTLY CLOSED R,., wzaz DETOUR _ NO SCALE Wt 4 (LT)AHEAD: t OAD WORR . END AHEAD. ' ROAD WORK 50 .. - w, - x ' Y'b �y-+;,a �. ye .. �'..Ea•f +N'�. ,� , .3" WORK;• - a _ -� if �k r�T,'S1 r •.�.. T �- r, Usk«.�' r � •wXrl� ��-� ct,�'• �: w ,n ,.�� - .i<�. � � ss. •S,,C. e,,, ..:. p� via r ' s IZEA 4 5 E' 50 Aft�?•'�`' k . • . ,. , . r: . ,.�� . : _�'" �-r. . >: sy : +. _ ,+ •�.; _ ±t. _ �s :�',. _, � Sri+ .,°Y t - - .:r .'S „ .. ('.ti: ......' t: .`` �1:` .•-ii!?.. '� .:`-r.;x `Yis`t..-3c; �:y _."X' " ,"� e.�'s..s �ii%+i,; .: .>TM� :�`" �3y aa"'-'�y :;T- '!-:. �'t�'j�y,�3 �'.; tttl2?'$ :�E%k:. �` 4 '�s�: �� {biyt� a:. W xr �s ,�. ._ .'rra r + a.;xr Q' S, a �% . su • , D r n. . ; <. r iCota�.. ray �„•� � ''�' 'f �=�<:. _ .� r.,. - .. « '�,��. .�-�'"<';"- y �G,��f^r r � �r� - �..�.^„':. �iy.R - ��^. t'w .. �'�`.i�:�.�.'t"ti• CSC 4�= -� AVE 54 { Rt r KEEP , 500' , �k RIGHT 020.2' - s - 0 sit➢ -. :a. !• « EASTNO ' vq at can (CA) a _ ROAD woRK . .. _ ROAD •- ��. •• FIRE. C30 (CA) wft , STATION:. , ,. r 500 CLOSED • o-r�?�a5 4` a dQ'r • . _ , - •. • ,-, - r. ; .`i�-,�,,.• ��..=t„ ti # IT� alh �p.^"�'�'+.,*�' +a•'N3 *f, a� r o2a2 r c9A (CA) — END ROAD WORK. ,�a i • } w , TRAFFIC 500, CONTROL TO MADISON ST� - - •x, OVERLAY THE a _ t w204: 'INTERSECTIONS NOTES: 1.'ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA ON, UNIFORM TRAFFIC CONTROL DEVICES. I <4. 6�° WITH THE NEW 2: TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC 'SAFETY AND .�' AHEAD ,.. TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF•LA QUINTA REPRESENTATIVE. �' • MADI.SON :- ; 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND. DELINEATORS) AND MAINTAIN SAME INApMved By. Dam Speed umn ACCORDANCE WITH TRAFFIC CONTROL PLANS. T 50 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. - PM JW rreme • 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES Madison St. Improvements for Madison Club 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF WORK HOURS, THE ROAD SHALL BE CLEARED OF DEBRIS AND TRAFFIC,WE �caftctiTrafticcorltrdCaltradn RETURNED TO NORMAL. Hazard Const. ` Tops N Barricades, lnc.' 1. SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE STATING° MAJOR CONST. ON AVE. 54 EXPECT DELAYS USE ALTERNATE ROUTE DATE TO DATE". ONE SIGN SHOULD BE POSTED AT AVE. 52 & JEFFERSON FOR SOUTHBOUND TRAFFIC AND ONE SIGN AT AVE. 54 & MONROE FOR WESTBOUND TRAFFIC. (800)852-TOPS Ron field - N/A F 8. UNEVEN PAVEMENT SIGNS SHALL BE POSTED FOR OVERNIGHT IF THE GRINDING AND ASPHALT OVERLAY IS NOT ON THE SAME DAY. Shoot MAW _ Pemdt , 9: FLAGGER WILL DIRECT NORTHBOUND TRAFFIC TURNING LEFT ONTO AVE. 54AROUNDTHE WORK AREA.. FLAGGER SHALL WEAR LIME OR ORANGE.VESTAND 3 of 4REV 2/26/08 8011 -SHALL BE EQUIPPED WITH A STOP & SLOW PADDLE.. : Be ` N = . -NEW MADISON ST. Wa j CURRENTLY CLOSED R,-, _f W20.5 (RT) NO SCALE r ,µ y� % •1 CA) FRO GMT lAlEE� GM2 jr: • `•' ,� 0 roHD A. \ - •• ADWORK . 600' ��'� "t`;.k N� �3�.t jo G�J +S%', /�•4Tr _t• kE`�k '.ev.<:a�%'•... - . Y'1 i • y,�f-rt'.•4/` *y,y i Ji 7 :wl::: r•'� r : f.y •. -,i_'^ �. 1.. . ,e 7• _e MtJj`^R!I��C�w.. s. T+' _ •:26._P •�E' -^4 ..�D,.- ,y�•yFw�;rt�„iuk,.-"Z.T h'"'1y,3Sr _ -`;i - �-:�% +!.�.. .wt` - w .v:. _�'y�:'d.�1s �.. i:._ _S:IIi„='3ia�r_ - - .s` .. -. •_ �� s {'f7 ,�} +^L'a.,r'^"""'-',s"'7's••i `'..'`��y ,:`� r.. - `��' y�S k", __ •_ ' - � . �� t �" •� � ,� �J�'': g g� � nt�-F� -, ,r ��Fi �� 1i'�;• �'��e �� ,d �'�'iT� �,...s��'7 "� �s'' �i%. .. - . � _ — - ��.''�* � b�.�� • y"`�'A ��ra'``: � . �� ',fix .. ,...t . n � a3,-,� `✓ t _ �'}. .. A . ,,.. i� :v�- s. ..yy,, its �.t� `� " ,*. •ric�,i *"��. ."r�,; ht tc..�`.r� �,t_�',.� 5:�k. x=. . . i - ',.1. `•i`� ��'�a x-, i,LE'acY ,,.,s ±•{._ }{.`r/" ..�'v"tt tt Y+, y `,�N- f•..... � _ '� v�'�'"�, .'� _.+Y. � •..,+w� _ tee,,.. •{r�:-. �, �' t ., h,,:�, . rt ��a;:t: :��. i1�.`, '`; y/k.•'� L', �a :z'�x � :z��'• `:>qr q..H ;�...;,� _ �W21 0.T - k a. EwsTNO END ROAD WORK FIRE • ` STATION . c3o CA) ' _ T i en >,:. 4 CLOSED . .• * - r y . sir �..�� 9t �� .,,-"'�. `+Y`�•.ay:J y��'�r' •�,� '�� ',�' r END UU ROAD WORK TRAFFIC be 0, > CONTROL TO MAD_ ISON ST.� , to OVERLAY THE NOTES: 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. , . / 'INTERSECTIONS r, ROAD 2. TRAFFIC CONTROL SHOWN HEREIN IS.THE MINIMUM REQUIRED. ADDITIONALTRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND 11 r ,,� !\n�EAKD WITH THE NEW. DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. �- 13�c I SON TRAFFIC FLOW IF DEEM - • � MAD 3. THROUGHOUT_ EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN : ApWaVed By to s>� umn ACCORDANCE WITH TRAFFIC CONTROL PLANS. :. I ' . ` 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. 50 5. ACCESSTO PRIVATE PROPERTY SHALL BE MAI NTAI NED AT ALL TIMES. ProJe<tNeme 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF WORK HOURS, THE ROAD SHALL BE CLEARED OF DEBRIS AND TRAFFIC Madison St. Improvements for: Madison Club. Prlme Contractor - Traffic Control Contrada RETURNED TO NORMAL. Haiard Const. Tops N Barricades; Ina 7. SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE STATING" MAJOR CONST. ON AVE. 54 EXPECT DELAYS USE ALTERNATE ROUTE DATE TO DATE". ONE SIGN SHOULD BE POSTED ATAVE. 52 & JEFFERSON FOR SOUTHBOUND TRAFFIC AND ONE SIGN AT AVE. 54 & MONROE FOR WEST BOUND TRAFFIC. �1018 ' : �r • ' Edonaa 8. UNEVEN PAVEMENT SIGNS SHALL BE POSTED FOR OVERNIGHT IF THE GRINDING AND ASPHALT OVERLAY IS NOT ON THE SAME DAY. (800)852-TOPS Ron Fifield N/A 9. FLAGGER WILL DIRECT NORTHBOUND TRAFFIC TURNING LEFT -ONTO AVE. 54 AROUND THE WORK AREA. FLAGGER SHALL WEAR LIME OR ORANGE VEST AND um . Date • SHALL BE EQUIPPED WITH ASTOP 8 SLOW PADDLE. - if Of 4REV 2/26/08 To Be Issued on Approval '