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12005See below for Finance Revenue Codes 4a ENCROACHMENT PERMIT 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: 1/17/2012 LOCATION OF CONSTRUCTION: Verizon WO# 0543-7FOAOAK; Eisenhower Drive Between Avenida Fernando and Avenue 50 PURPOSE OF CONSTRUCTION: Placing and Augmenting Fiber Facilities for New Service at 49499 Eisenhower Drive DESCRIPTION OF CONSTRUCTION: Access Manhole 367. See Traffic Control Plan DIMENSION OF INSTALLATION OR REMOVAL: N/A APPROXIMATE TIME WHEN WORK WILL BEGIN: 1/20/2012 TIME OF COMPLETION: 7/20/2012 ESTIMATED CONSTRUCTION COST: less than $5,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS Permit Amended on 2/22/12 to Include Placing New 2x3 Handhole & Bore to Place 170' of 4" Conduit from New Handhole to Stub Out In consideration of the granting of this permit, the applicant hereby agrees to: MIC01fr4W17/0N5 0#//) 7—b% $#WiC 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 City of La Quinta and to pay for any additional replacement necessary as the result of this work. A i /r Sil ure of Applicant or Agent Verizon - Humberto Martinez 295 N. Sunrise Way, Palm Springs, CA 9(2262 (760) 778-3601 Name of Applicant Business Address Telephone No Pauley Construction - Mike Lichtenwalter 2021 W. Melinda Lane, Phoenix, AZ 85027 (909) 730-6445 Name of Contractor and Job Foreman Business Address Telephone No. 689723 10025 Contractor's License Number City Business License No National Union Fire Ins Co of Pittsburgh 2449436 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I cot" Pt ® Public Improvements: 3% of estimated construction costs Minor Improvement Permit - Class I I?rivate Improvements: 3% of estimated construction costs Finance Revenue Code Inspection Fee E_1 $0.00 Permit Fee E_1' $100.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, ETB 0.00 if required TOTAL $100.00 TE ISSUED: Aeb 20 r Z— PIRATQN DAT INSPECTED BY": -"0 r COMPLETION DATE": e_work_iscovered by -a Subdivision Improvement Agreement, Subdivider request final acceptance of improvements from the City Council. COMPLETED e P N • 4T4tyl 4 ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Codes 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. FILE COPY. Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 1/17/2012 LOCATION OF CONSTRUCTION: Verizon WO# 0543-7FOAOAK; Eisenhower Drive Between Avenida Fernando and Avenue 50 PURPOSE OF CONSTRUCTION: Placing and Augmenting Fiber Facilities for New Service at 49499 Eisenhower Drive DESCRIPTION OF CONSTRUCTION: Access Manhole 367. See Traffic Control Plan DIMENSION OF INSTALLATION OR REMOVAL: N/A APPROXIMATE TIME WHEN WORK WILL BEGIN: 1/20/2012 TIME OF COMPLETION: 7/20/2012 ESTIMATED CONSTRUCTION COST: less than $5,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS Permit Amended on 2/22/12 to Include Placing New 2x3 Handhole & Bore to Place 170' of 4" Conduit from New Handhole to Stub Out In consideration of the granting of this permit, the applicant hereby agrees to: 7-b% 5 %YliIt7-_ 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. A 1 Or / Verizon - Humberto Martinez Name of Applicant Pauley Construction - Mike Lichtenwalter Name of Contractor and Job Foreman 689723 Contractor's License Number National Union Fire Ins Co of Pittsburgh 295 N. Sunrise Way, Palm Springs, CA 92262 Business Address 2021 W. Melinda Lane, Phoenix, AZ 85027 Business Address of Applicant or Agent (760)778-3601 Telephone No (909) 730-6445 Telephone No. 10025 City Business License No 2449436 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee EE=1 $0.00 Permit Fee EE=1 100.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, E -B $0.00 if required TOTAL $100.00 Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: AMENDED 12005 DATE ISSUED: Ireb. 9 zo r Z__ EXPIRXTIQI,4 DAT FeL9, 7-0/3 BY: WORK INSPECTED BY*: PERMIT COMPLETION DATE*: ` If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. L Date: 271i6/k1 y'' PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Tract No: Pro'ect Name:. 054u3-7�OAOAK 2410 VicinityW/SEisehor,4m3we®®' S%p C/L AeniadFenand•o. `a.< Purpose of Construction (i.e..: Rough Grading, Offsite Street, etc.)Placing & Augrnen mgr£ Fiber Facilities. fornevirgservice at 49499 Eisenhower ®r, l_a Qu'inta, CA kh' r 1 ;cription of Construction (i.e.:See Plan Set No. 01234) �enzon�toplace5new�2X3�H� and Bdre/Place 170' of4" Conduit..fr=om new 1=1and I-lole.to Stub TWE WORN, ApproXimaie, t—onstrucuon I.OmPICL10I1 IJULG Estimated. Construction Cost:: $250®' �. .� °'• .i�,t Contractor State License Number`68972` Contractor City Business License Number: 10Q25 Contractor E-mail Address: dwillia, rn ►A COPY OF THE CURRENT INSURANCE•CERTIFICATE MUST BE PROVIDED 4 A plicant or Contractor General Liability Insurance Com pany: Travelers Prop>U31a 4 �� �.. A plicant or Contractor General Liability Insurance Policy Number: VT�.JEXGL5643,64TC0 Office Use Only: Office Use Only: Inspection Fee: Assigned Permit Number: 'Permit Fee: Approval Date: As -Built Expiration Deposit: Date: Dust Control Issue Deposit: Date: Credit Amount: Administrative Authority: , TOTAL FEE DUE: rive ec Is s — Forms & APp. ica_lons Application for Hermit pose d——UV See below for Finance Revenue Codes 4 ENCROACHMENT.PERMIT OF PUBLIC WORKS CONSTRUCTION 'Cts' 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. x.. DATE: 1/17/2012 Subdivision Improvement Permit- Class II Minor Improvement Permit - Class IV LOCATION OF CONSTRUCTION: Verizon; East Side of Eisenhower Drive Between Avenida Fernando and Avenue 50 PURPOSE OF CONSTRUCTION: Placing and Augmenting Fiber Facilities for New Service at 49499 Eisenhower Drive DESCRIPTION OF CONSTRUCTION: Access Manhole 367. See Traffic Control Plan DIMENSION. OF INSTALLATION OR REMOVAL: N/A APPROXIMATE TIME WHEN WORK WILL BEGIN: 1/20/2012 , TIME OF COMPLETION: 7/20/2012 ESTIMATED CONSTRUCTION COST: less than $5,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS In consideration of the granting of this permit, the applicant hereby agrees to:} , r, - Jt ::-ti� 2 5 20112 Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless1;anbaqeAj-,p9rsons-o&—,, rom and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, losr or . property happening or occunng as a proximate result of any work undertaken under the permit granted pu�suant to L1j�1,�pl%�a,'ot T 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 re ulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. /I r ( A Verizon - Humberto Martinez Name of'Applicant Pauley Construction - Mike Lichtenwalter Name of Contractor and Job Foreman 689723 Contractor's License Number 295 N. Sunrise Way, Palm Springs, CA Business Address 2021 W. Melinda Lane, Phoenix, AZ 85027 .Business Address of Applicar lKor Agent (760)778-3601 Telephone No (909) 730-6445 Telephone No. 10025 City Business License No National Union Fire Ins Co of Pittsburgh 2449436 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I. Minor Improvement Permit -'Class I Finance Revenue Code Inspection Fee E_1 $0.00 Permit Fee EE=1 $100.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, EE=B $0.00 if required TOTAL $100.00 Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 12005 DATE ISSUED: I112 -E;112- F 69' 2vi2 EXPIRATION DATE �'o 3 BY: WORK INSPECTED BY' - PERMIT COMPLETION DATE': If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. OI Date: Trac tiivy en Av fiber facilities for new service,at 49499�Eisenhower ®r, :La Quinfa, CA escription of Construction f i:e.: See Plan Set No. 01234) Access Man Hole'367 Traffic Control Plan Dimension of Installation or. Removal 076 ..` " Approximate Construction Start Date: 'Approximate. Construction Completion Date: Estimated Construction Cost: $ less tF,an$5000 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: Humlieito Martinez`M=Phone Number 7607,7#836Q1 Name of Applicant/Owner: Ver►zon; , h Applicant Address: 295 N SUnYalmSprin.gs;CA ; Applicant Telephone Number 76.Q,778 3601_' ,-� �r,•,,. ... ,, _� .Applicant E-mail Address: humberto.b martinei@.Venzon ;cpm- . Name of. Contractor: Mike Llchteriwalter/P:awleyConstructonx Contractor Address: 2021UUMelndaLane„Phoeniz; AZ85027 ' _ nr�:; . Contractor Telephone Number: 909"730'w6445 s.�� Contractor State•L• icense Number. 689723 ". y Contractor Ciy Business License, Number: 10025: - Contractor E-mail Address: dwilliams@pawlegg .: ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE'PROVIDED-4 Applicant or Contractor General Liability Insurance Company. �Applicant or Contractor General Liability Insurance Policy Number ��G1�564,�.3E�AATU�?:0 Office Use Only: Office Use OnIr Inspection Fee: �. Assigned Permit Number: I L O O S Permit Fee: ' Approval Date: J ” As -Built Expiration . Deposit Date: . Dust Control Issue p ; Deposit:. Id Date: Credit Amount: Administrative Authority:' TOTAL FEE DUE: 00 rive ec ISIS — orms pp Ica Ions Application for erml pose - - b r a t. EISENHOWER DR PL NEW 2'X3' HANDHOLE IN BORE PIT ------------ SIDEWALK SID 6' BIKE LANE _ SE O E - +4 - 12' -- - -----— — — — — — — — CONCRETE MEDIAN— t —7.W-----'ate—- BORE AND PLACE 170' NEW 4" PVC FROM NEW 2X3 TO STUB OUT \ I I APPROX. 600' TO C L AVENIDA FERNANDO SID ALK BORE DIRECTION — — — i — — — CONCRETE MEDIAN -- -- - - -EISENHOWER EXISTING Vz 4" PVC CONSTRUCTION NOTES: VERIZON TO PLACE NEW 2'X3' HANDHOLE BEHIND SIDEWALK IN THE PLANTER. FROM HANDHOLE BORE AND PLACE 170' OF NEW 4" PVC TO STUB OUT - z SCALE N.T.S. REVISIONS NO. AL DESCRIPTION DATE APPND PLANS PREPARED BY DRAWN BY: BrandinBemm� DESIGNED BY: REVIEWED BY CITY STAFF DEPARTMENT NTM DATE APPROVED BY: CITY OF LA QUINTA ��® L� ^�, SOIUtIORS COnsu n.9 820 N.MOUNTAIN AVE. SUITE 101 UPLAND, CA 91786 Brandin Burson CHECKED BY: Isc RECOMMENDED BY: PUBUC WORKS (OPER) PUBLIC WORKS DIRECTOR CITY ENGINEER - DATE AREA: RIVERSIDE COUNTY �E CENTER 0543 • LA OUINTA 0'543-LAQ THOMASGUIDEP REIa@ eFcewue.xoo a EHOrKEDiFD: ar Ruueumr.mo a TITLE VERIZON WORK ORDER 0543 7FOAOAK ADRAWING PUBUCWORKS(ENV.) PUBUC WORKS (WATER) PUBUCWORKS (iRAF.) RECOMMENDED BY: RECOMMENDED BY: 909 982-1958 1 PI i ENGINEERING STAFF QEYELOPMENTPO.049:Gdd:F•5 aaa mnanon ENCROACHMENT PERMIT e EISENHOWER DR (45 MPH) WORK AREA: From APPROX. 430' To 600' S/o C/L AVEN IDA FERNANDO TYPICAL RIGHT LANE CLOSURE (MODIFIED) 620.2 ----------1__�__-ASL--- fin\ —81KE LANE 10' �_imim DTI. SIO iV Table 6H-3 Meaning of Letter Codes on Tvoical Aoolicatlon Dlaorams 1 t ' / WORK AREA \ L • WILL NOT AFFECT DRIVEWAY ...................................................... . ------ – CONCRETE MEDIAN — – — – — – – – –– — – – – ROAD TYPE DISTANCE BETWEEN SIGNS— A B C URBAN(LOWSPEED)• 25mphorless 100 100 100 URBAN (HIGH SPEED)- 30mph or more 350 350 350 RURAL 500 500 500 EXPRESSWAY/FREEWAY 1 1000 1500 2640 • Speed category to be determined by highway agency. •• Distances are shown in feet. The column headings A. B. and C are the dimensions shown in figures GH -1 through GH -46.201 0 CA MUTCD. The A dimension is the distance from the transition or Point of restriction to the first Sign. The B dimension is the distance between the first and second signs. The C dimension is the distance between the second and third signs. The third sign is the first one in a three -sign series encountered by a driver approaching the TTC zone. Table 6H-4 Formulas for Determining Taper Length WHERE: L= taper length in feet W= width of offset in feet S= posted speed limit, or off-peak. 85th -percentile speed prior to work starting, or the anticipated operating speed in MPH. i I I OSED z I���, y IL j NOTES ■ Unless otherwise specified in the special provisions, all temporary warning signs shall have black legend on orange background. ■ California code are designated by (CA). Otherwise, Federal codes are shown. ■ No Parking signs to be posted no less than 48 hours in advance prior to work. ■ Traffic Control is not permitted between the hours of 7:00 - 9:00am and 3:00 - 6:00pm. 9 SCALE REVISIONS TAPER LENGTH (L) SPEED LIMIT (S) APPROVED BY: CITY OF LA QUINTA FEET NO.EJTIALIDESCRIPTION DATE APPVD N.T.S. z 40 MPH OR LESS L = 60 45 MPH OR MORE L = WS WHERE: L= taper length in feet W= width of offset in feet S= posted speed limit, or off-peak. 85th -percentile speed prior to work starting, or the anticipated operating speed in MPH. i I I OSED z I���, y IL j NOTES ■ Unless otherwise specified in the special provisions, all temporary warning signs shall have black legend on orange background. ■ California code are designated by (CA). Otherwise, Federal codes are shown. ■ No Parking signs to be posted no less than 48 hours in advance prior to work. ■ Traffic Control is not permitted between the hours of 7:00 - 9:00am and 3:00 - 6:00pm. 9 SCALE REVISIONS PLANS PREPARED BY . Mt Solutions CoW 820 N.MOUNTAIN AVE. SUITE 101 UPLAND, CA 91786 909 982-1958 DRAWN BY: REVIEWED BY CITY STAFF Brandin Benson DEPARTMENT INITIA DATE DESIGNED BV:Brandin Benson PUBUC WORKS(OPERj APPROVED BY: CITY OF LA QUINTA wA vn asAwwo ro NO.EJTIALIDESCRIPTION DATE APPVD N.T.S. AREA a¢ast RIVERSIDE COUNIY Kdsa ue.soo IPUSUC VERIZON WORK ORDER 0543 7FOAOAK ENCROACHMENT PERMIT SHEET 4 OF SHEETS DRAWING NO. CHECKED BY: PUBLIC WORKS ) Isc PUBUCWORKS(WATDg RECOMMENDED BV: PUBUCWORKS (rRAF.) WORKS DIRECTOR /CT'ENGINEER DATE WIRECENTER s.c ovrxnmx OS43-uDUINrA eaaDamax RECOMMENDED BY: RECOMMENDED BY: THOMASGUIDEI am suaem owmw¢ P4 849; Gdd: F -S c ov vmnx DZIELOPMENT SERVICES 0. -7. .*- IL f LLL NOTA AMIY UNLEAS CROSSED OST 1. •) VEOZON MAS OILIGETTTLY ATTMPTSE TO COMECNYL04TE MD MIOw LLl OILTTINO PV AASHOTM8113UO.TTRUCIVapdTIV -MINTER! THUS NEM MMO OTTERWSSTEUOTI0. FAEOP NH t ry!MON LLL SUn3RUCTU0.pINTHEIRCOMfiRIGOMILLMOTBOAGMORACWYPORM W RE MO TM8 CONTRACTOR MILLL BH RproRnlB POR LLL DMMER TO 3UERTRYCNRER TIIIHIIIM MIOWH OA MDT. 0) ALLMORK SMALL CONFORM TO TNS LATE]T EDITION OI THE COUNTY STANDARHS FOR POUIC ENN MR MD HOW WE UBLICWORGREW 300x)MDNrvC STMOAM PLAN MHSrecnncATIOR Or FLL8 Mm TNB OIRSETOR OF PUBLIC woalls o) i1ElD REWOR TD ME CETT, COUNT' OR STATS APPROVED CONSTRUCTION DRAFFORW SMALL BE RADS AT TMH DISCRETION OF TIE VERIION ENGINEERING AND THE JUR UMCIIONAL AGMCTS CORTMIC ION GCOPEROR. S) LLL HEM CONSLAN TRUCTION D MOVE GROUND ArwLL RTMANCES) SHACON IORr --9 ...HTYS SONO. AN H 6Y30NOIONGMg111NCH M.3OOA00(PORSORTI-TRE. REDUIRMENnL •) coMSTRUCTIOx POOH Ix MTMIAL NONNAYS OSUPER TDA YAXWUM Ol2aOSOOT OPER TRNICM ATA TYOMD WORE MOUMBETWEEN SAOMAXII P..NOMEEKENDMMOLOAYMORNUNLEStA 0-Y VEMRV. MD "a Co..TY or RTVERMUE. P� I FOLLOWING SIGNIFICANT COMPLETION Or FIELD CONSTRUCTION. THE CONTRACTOR MUST REMOVE ALL USA DO ALEST ■ARIIS NADH ON COUNT STREHT3, CURBS, Ou WRs MD SOMUM. B) TO FACILITATE ACCESS TO dT DM LOCATOM OF w M TMC CONTRMNR MUST AMLT FOP MD 03TAIN A TEMPORARY NO PARIONG PERMIT FROM TIE COUNTY! PUBLIC WORM DEP-THENT. ALED e) MAP IC CONTROL PLANS 3HL BE PREPARED MD SUBMITTED FOR REVIEW MD APPROVAL 3T TMH Cou AEA. HT PER Txe ruTco coNETaumoN TIUiFIO coNnoL aU10EUNES. Ho Two cOxaEcuT1V0 TE,m- RALL NBH CLOSED. 2. co"ARmW TELEFRONHcorPARY PECTORU Noun ADVANcHoF CYRTROCTION. TT a. No -ALL ULIIER. ONM 3USIIM a3E.a2 lIUCTVUSERS. MD UNDERGROUND RED- ALERT OI-) 1M0 Y10ROM0 DAYS PRIOR TO CONSTUURIOM. 0. MOTIIYLOCNL FINE AN POLICE DEPARTMENTS Y HOUR d ADVANCE OF CONSTRUCTION. rou.s PH. N0. 031RB12�o MD M8 HER... NO. Ont R33d11' O RIVERSIDE ME COUNTY Or RIVERAH AT 031)3311000 BEFtORSP11, 13 ROOM HI ADVANCE OF CONSTRURIOM. i. CONTRACTOR TO OHTAIN A STATS DIVISION OF ODU3-uu< BAGRTY MCAVATION PERMIT OEC 3320 OF US P LLMUM CIFULOR CODE DATED 2.Gra LOCAL CONTHUCT UH PM M- DO HOT REST TNTHISMovELEMENT. TR T. CGNACTORS PERMIT TO SB ON TIS JOB SITE AT ALL TWE, TPN S. WAFrWCOxTRO L To OH MA1NTAINM BY -INS. -.9. PLATIHOJGR. AS -.IF -ON NII PERMUT. t. conn IUCTON MD NATERULL USED IS ry CONFOM MITI VMPNO aON T£LENS CO.IMY aft-rDNs MSE 10. CONTRACTOR TO LAYOUT MNOLPRIOR TO MY MCAVATIOM. IF 3URFNCRMEASURMEMID DEVIATGN FH CIT I Y OF LA QU/NTA ( 3Rd TI K WORK E3. E PUBLIC RnNT-AY, IN HAIHIIENIn AND ON ta1VAM fgOreRTY SHALL HH KEPT Of A NEAT, CLEAN. HASARD MSE AND OROERLT STATE TIROUG..UT COILITRUCTON. ALL'M.- OGHIS-0F#AT SNALI n CLEANSE AT TIS BEQUEST Of NB CDUNTY INSIE-. u. AmIOVAL OF THE PLANE BY TIB CITY OF UGUISTA O LW RED TO WORK wrtxdR CITY PUBLIC PUG, -P- MD PLIC uTnm EERMENT0. ALL WORK 1TRNIM IW VAT. IRoreRTp SHALL ne COOMdATSETMTMTI SRUCTFRTT OMNER0. NOTIFY tR01ERT OMNEM WILL Iq ADVANCE o r ANTICIPATED START OPFCONSTRUCTION. K AIMoFtLAlI3BYTIHCR osa00RAD nNOTRELIHVHV ONO.-- N`IR MGMY RESIOROIIT lOR rvH c'-m" Of ERRORS AND 'I-- D-7ED DO a CONSTRUCTION. ..N,NWe. ROFILE vw• _ _ _ TrrluLL VNcuuY ORRIS LPL w iEST OR YORE FRAY SECTOR LENOTN3 MOBN. -FY TU- S. -A, ERGd EEROO IINIILL BE CONSULTED TO OHTERYd[ O TMH DfiVU1T10N WALL COMNR TTTEM CML[ ORDERED. ' 11. rAMHOLE MOOR PLLSOM ry BE PL -M BEFORE CONDUIT PLACEMENT. OSM22d420; . 12. PRECAST■MNOLER MD OR PULL BOXER ry O. EST ON A Md1YUM OF MX H) DICMER OF COARSE SUCH OR SMDBAS[,OSPP22d0223A 11-1111300i1oCR. 1> ■AIINOLER AND PLL BOXER ry M BRC RED TO VMOD. [PEC6ICATION UMlE33OTEERw6H RHONN ON DETAILS DEP BL3dOb20A AND DEP M13WS1OBL 1. C..-WM.I 111-MEMO.-MINENBC. LMOMS IS HAS. TO..LE, 0)TOS[MOWN. I0. PYLLINOd -- To DE PLACSE.-I.ELGM MTYMOU- ENTRANCES. AND OR On03IE WALL MGM r-- OUR -Ce. 1• SPLA. SOXER PUN ICN ME JOSE- THER SORA, POLES, OR MSNN.LES WITH COMDYI SIIALL BS EOUPPED INTH PLL Of IRONS. 17. ALL a11TTM HOAR BURIED CABLE TO IAV. A MINIMUM Or 20 -COVER 11 -CUTTER oRAD. AND ROW LINA UMLEEG SPECPIED OTHERWISE. 1. IN ROMNNT NITS WHERE --M M18J10A0 .Al8 HAS NOT BEM PLACED. MD M SDorRONLL EMINTfiEII (1R•) TO THE Y W WUY COVER.ELOW THE PROMOS® GUTTER GRMB OR ROW LINE. 10.SHDWCONPRANDAIRB.-CMLECOVERATSODREIIVALS ALONG iRMCX ADJICFIR TD MMNOLER MwDN AT ANY POUR ALONG NE TRENCH WHOM COVER VAR1ER SUBSTANTIALLY FROM NE AVERAGE. MAWfAd MO LESS TITIAN - OF COVER. M. MANDREL LLL DUCTS FOR QUSLTIY CN=N MANDREL TO BE I Mr FOR r OUR, S Bar FOR 3 - DUCTS, MD 3 ax" FOR r DNR. 21. PEXISTING -ART DOR AM I -TU MED DURING TIE CONSTRUCTION PROC 411, TEST MUST SB -D.- - E%ISMNOCONDUITWDL REQUIRE SEARAANGERMT IRM3B. LOWER, OR!FLAT TO P[RYR PREFER CLEARANCE FROM OTHER SUSSTRUCTURE3 OR PROPER MTHANCE INH MMHOL.S. 20. ASINIBUMCLMRMCEG-jr)SNALL-MAWTAIMEDMIGYRBELOW,ORSEMDBMIOTER BURTRUCTURE. (EDRON SECONDARY MCEPT-, ) 2A CONDUIT PLACER INMAM PORNAKMIUS LT93 TTMN 3P axAU RE1ICICASED EIITM CLAeSIDCdeMre reR av Wurnce M2.1Qum, Gas 2n. TD "'U'roRPO VRNn wAU wuL MDIOR WAumElmwOuer eTnlurllM McA.wRMlewrs NWURMIMRO PO M ReCOMED ro iN0 NHAIIPST TOOT. STEFl YlASYONGTAre YYS! Y VESE 20. ReCGM NEw WRLLTO-NIGNEUREYEN-UMECTIONADISCIURNIMFIO[T NAIOOLA 27. Iw1 KIMO rIrRO�L�1 110P.d DUCTS.d MULTI-COVUIRTSTELO,MCSSb'FOLYFFL[Iq zs sAM oR nuRRr To Be alowN ow FILMED INro eMMn wIMN RArm o usED, n,GWn. •TOee qAM• SEAL AT BOTH EMM OI CRMO TRENt RANO 20. NMNELOG OOMLY PMMRIID YMOM CUM MD QUTIflIL flTC. MMM gPMOVSE OT TMB COUNTY ENGINEER 20. RM OR GPM TRENCH FOR BURIED CMLIL BILICB Ir X r) MAY 3H REQUUUED ATO- TO .6 DETERMINED BY VpDLON I-PECTO R. CONTRACTOR N OACKTILL SPUCE PITS AFTER SPLICING O Co. - 31. ALL TRENCH BACKFILL TO BE CERTIFIED BY A REGISTERED GEOTECHNOAWOM MGdEER - P BURIED CABLE 0 PLACED d OPEN TRENCH, SAND BACKFILL BILL BE REQUIRM. A MINIMUM OF r BELOW AND 1r MOVE TEE CABLE. TRERCH BACMILL TO BE TYFS 1001-(P 4 O0. VERUDIN dBPECrv11 TO COORDINATE CML! OELIVMY AND PIACERENT. CONTACT TIE couNTY OF RIVERSIDE(BSI) B "wo. n Noun PRIOR To BTMTWa con -u -N. K BNRUBERYMDLAND34APINOBILLM. REILACEDTO TECSATISIACTIOM OI Poleim 0lTMER OR aOVEMYMTAadR. 20. Rp NOOWCOMMMTOSPECMFI NSOPTNEYUNICIP1LLTMI LVED. i0. C MART ONANAOED OR OrvHRwISe MurERATID SERPINS. IAVMETYARIGNO, OR RAGED IAVMEST MIAWnAd. PAST MPLACMMT MALL M OGMH TO TEH MIISrALTOM O!1 TMH YUMICPLLTIY .-I- 37. ITEUt US CONTRACTORS RFSIOMMnILT'TO POOVIDB TRAFFIC CONTROL ARROW BOAR ON ALL MAYOR ARTERIO RADON MY OMM PUBLIC VONT-0I#AT AS DIRECTED BY NH STAT$ COUNTY, OR LOCAL MNGRITT. TMS COST O N Do INCLUDED Of TNS ME PUKE. CONTRAOM8NALL rDU MU =CN.TLLMOUSINOATNH TENTNHCONNUIMD3AIHAM UD NOYEIMO w 0B MOW DM BY VERaOM. TME LOCATOINLACMENT OF rve MUB SHALL MOT IYI1A111 TIE ADA COYRWICB TI BXISUSS ARE OSSESOUNLLN0. 20. LLLFOER DISTRIBUTION HUR ACTHN BE GROUNDED MRNSIVr XR•aROUNO ROIL ASDMOMUMD WINE. SIA%. 28 ONUS UTILITY POTHOLE OR PAVEMENT CORE REPAIR -�- 7777 „J RUWrLMaLL NOTE, 1.1 SHE TRENCH BACKFILL AND ROADWAY REPAIR STD NO. 110A A 5 TYPICAL HANDHOLE PLACEMENT WITH LATERAL IN SIDEWALK RESURFACING A0. HOER ALL IS KWO. IN SrIN0 -HO B - TH. CITY O ILA IVII.T. ANY DMMH ROMwAY IEANRp SNLLL Ofl REPLACSE d Rdq d AOGORDMCB TO TMB CITY 01 LA OUINTA -I- 41. FLOW UN W. GR M CUM.OUTTEM MO CRO33 HLOPHH HNALL BH REESfM EO TO TMS IMAfOTdO CONDrt HS, Q MMR/AGMARe U3 MTM ONEDMDTEDJMTO SAWACMTOUS Gi UNDFAVM M 0. CONTRNCTOR TO PLAC8 MVMCR WAITING MONS FOR SUVEWNLK CLOSURE. TYPICAL..N.- PDT ... flPOT MOL. MYGVAL A.ACK RLL (SQYAM CUT -VACUUM REMOVAL) DRAWN BY: l7i t H EBBDeennBssVoo: nn eDBrraEaSnnIedGmiNn la�C Iii cVtions I.9 w�Y L3 CHECKED BV: 820 N.MOUNTAIN AVE. SUITE 101 UPLAND, CA 91786 RECOMMENDED BY: TYPICAL PROFILE OF STREET CROW1.0 eJr Md >•{ ILWM MOUNT NMDNOLH LATIN MArvRAI GRAM CONDUIT I V PLUS EROS OF arARe DucTa BORE PIT 8, HANDHOLE PLACEMENT DETAIL (NTS) USE SET SCREW TO OCCURS BE. -D.. MAIM TERPen IN MR -3 M 1 -LORD STUD ry DEM- DEPTH. URO THEFADSE NOLO O LOCATOR rMVOEDL PLACE l{LSC-lE I-LLOCR OVER OND. RECUR IN PLMB RRN SPLAYS NM BUT. FND GROUNDING DETAIL rfN.HNG GI a� / PMOi rim J,lJavq HANDHOLE -1 2R %2r M RATING -BOX 1 COVER. ITEM D OIGBB REVIEWED BY CITY STAFF I APPROVED BY: 2G'WIDTH 44' HEIGHT 14,8" DEPTH FDH GEN 2e PAD MOUNT ASPNALiSu"- VARPS SEREST SUBBUR a VARIER �NMNINo TAPE 11 SMOMI .- TYPICAL 1 -Ir OR 7.1.25' CONDUIT TRENCH �BWWrAN,wWrra rARc NOL1Faro wNBdD rAw lr BMowM,vAW NTRAGTO0. TO TMNCN MAVTOCTWH OCaNWrt MAD R CCXFILL TO CITY TYPICAL 2.1.25' CONDUIT TRENCH �� /-m FUBvmAee vu,lc N � wAM�Ma� Ir vmowwsAo ONTRAROR TO TRIM.. AND MCNFILL TO CIT 3TMDAM TYPICAL 11.25' CONDUIT 'TRENCH NOTES., , ,.wMo.FR uv¢AvxoIL 6PECPY IaO¢ Awbv>a ,...m MSE,WATGMTm iW BMMc „rr O 1.-- � F¢, ges�Lower,�.m� w�N.lr% s OOYDbw DDeY,NMT,M3W�M1M _ m0 yN.m ��w aNvnlOD uOYENSCNS w eRJCBETII ua E w waaETn3 MFs1wIED '�'�� POST % y PUBLIC WORKS (APER)I I I PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE INRIVERSIDE COUNTY PUBLIC WDRKS(WATTA) 1 1 RECOMMENDED BY: PueuO woRKs rtRAF.) BY: 1"0'5,4-3-, H0IOWIE-2I-XORX2r 20K RATING • BOX A 2 PC SPLIT COVER ITEM GIGO CITY OF LA RBDD2 FNOINEFPM UINTA TITLE: VERIZON WORK ORDE 0543 7FOAOAK SHEET 4 H ..V Iii w�Y L3 r1uWwT TYPICAL PROFILE OF STREET CROW1.0 eJr Md >•{ ILWM MOUNT NMDNOLH LATIN MArvRAI GRAM CONDUIT I V PLUS EROS OF arARe DucTa BORE PIT 8, HANDHOLE PLACEMENT DETAIL (NTS) USE SET SCREW TO OCCURS BE. -D.. MAIM TERPen IN MR -3 M 1 -LORD STUD ry DEM- DEPTH. URO THEFADSE NOLO O LOCATOR rMVOEDL PLACE l{LSC-lE I-LLOCR OVER OND. RECUR IN PLMB RRN SPLAYS NM BUT. FND GROUNDING DETAIL rfN.HNG GI a� / PMOi rim J,lJavq HANDHOLE -1 2R %2r M RATING -BOX 1 COVER. ITEM D OIGBB REVIEWED BY CITY STAFF I APPROVED BY: 2G'WIDTH 44' HEIGHT 14,8" DEPTH FDH GEN 2e PAD MOUNT ASPNALiSu"- VARPS SEREST SUBBUR a VARIER �NMNINo TAPE 11 SMOMI .- TYPICAL 1 -Ir OR 7.1.25' CONDUIT TRENCH �BWWrAN,wWrra rARc NOL1Faro wNBdD rAw lr BMowM,vAW NTRAGTO0. TO TMNCN MAVTOCTWH OCaNWrt MAD R CCXFILL TO CITY TYPICAL 2.1.25' CONDUIT TRENCH �� /-m FUBvmAee vu,lc N � wAM�Ma� Ir vmowwsAo ONTRAROR TO TRIM.. AND MCNFILL TO CIT 3TMDAM TYPICAL 11.25' CONDUIT 'TRENCH NOTES., , ,.wMo.FR uv¢AvxoIL 6PECPY IaO¢ Awbv>a ,...m MSE,WATGMTm iW BMMc „rr O 1.-- � F¢, ges�Lower,�.m� w�N.lr% s OOYDbw DDeY,NMT,M3W�M1M _ m0 yN.m ��w aNvnlOD uOYENSCNS w eRJCBETII ua E w waaETn3 MFs1wIED '�'�� POST % y PUBLIC WORKS (APER)I I I PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE INRIVERSIDE COUNTY PUBLIC WDRKS(WATTA) 1 1 RECOMMENDED BY: PueuO woRKs rtRAF.) BY: 1"0'5,4-3-, H0IOWIE-2I-XORX2r 20K RATING • BOX A 2 PC SPLIT COVER ITEM GIGO CITY OF LA RBDD2 FNOINEFPM UINTA TITLE: VERIZON WORK ORDE 0543 7FOAOAK SHEET 4 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 12005 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 notify 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 (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to.the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed *to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ 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. .. ,I .,j PERMIT NO. 12005 Verizon WO#0543-7FOAOAK / Access Manhole 367 to Place & Augment Facilities for New Service at 49499 Eisenhower Dr / East Side of Eisenhower Dr Btw Avenida Fernando and Ave 50 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. 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. 3. "The permittee shall not construct an improvement that reduces vehicular sight distances. If such improvement is found to reduce the vehicular sight distance, then the permittee shall relocate the improvement prior to sign off of their encroachment permit." 4. The permittee shall not install improvements with the intention of providing video transmission services unless the permittee obtains a valid Franchise Agreement. 5. The permittee shall remove any underground utility markings that are no longer being used for this project. The permittee shall remove markings on paved areas using high pressure wash or a method equivalent and at the discretion of the City Engineer. c 6. Any asphaltic or concrete repairs shall closely match the existing paved areas in color at the discretion of the City Engineer. A finish product with.a checkerboard appearance will not be accepted. 7. The permittee shall maintain the existing pedestrian path of travel and must maintain ADA compliant pathways leading to areas for.use of public transportation systems. 8. No stockpiling of any materials will be.allowed within the City R/W without an approved permit explicitly stating the use for stockpiling and/or storage. 9. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 10. Verizon (Humberto Martinez), hereinafter. referred to .as "Permittee", shall be responsible for providing continuous dust and erosion control. 11. * Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 12. 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. Special Conditions Page I of PERMIT NO. 12005 Verizon WO#0543-7FOAOAK / Access Manhole 367 to Place & Augment Facilities for New Service at 49499 Eisenhower Dr / East Side of Eisenhower Dr Btw Avenida Fernando and Ave 50 13. Temporary traffic control setup for this permit is from 8:00 am to 3:00 pm. These hours are subject to change by the City Engineer depending on traffic congestion condition. 14. The permittee is required to provide a changeable message board informing the commuters using the affected Major and Primary Arterial roads of major construction and possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the startof traffic delays. 15. 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) before 8:00 a.m. 16. 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 Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 17. 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. 18. 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 special Conditions Page 2 of 6 PERMIT NO. 12005 Verizon WO#0543-7FOAOAK / Access Manhole 367 to Place & Augment Facilities for New Service at 4949.9 Eisenhower Dr / East Side of Eisenhower Dr Btw Avenida Fernando and Ave 50 19. 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. 20. 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. 21. 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 with the latest . version 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 version 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. 22. 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. 23. 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, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 24. 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 locations. 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. Special Conditions Page 3 of PERMIT NO. 12005 Verizon WO#0543-7FOAOAK / Access Manhole 367 to Place & Augment Facilities for New .Service at 49499 Eisenhower Dr / East Side of Eisenhower Dr Btw Avenida Fernando and Ave 50 25. 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. 26. 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 27. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin for Indemnification & Insurance Requirements. 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. 28. 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. 29. 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. 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 Primary Arterial roads or heavier traffic of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 32. Backfill compaction within street rights-of-way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Special Conditions Page 4 of 6 PERMIT NO. 12005 Verizon WO#0543-7FOAOAK / Access Manhole 367 to Place & Augment Facilities for New Service at 49499 Eisenhower Dr / East Side of Eisenhower Dr Btw Avenida Fernando and Ave 50 Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. 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. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved Y2" 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: Special Conditions Page 5 of 6 PERMIT NO. 12005 Verizon WO#0543-7FOAOAK / Access Manhole 367 to Place & Augment Facilities for New Service at 49499 Eisenhower Dr./ East Side of Eisenhower Dr Btw Avenida Fernando and Ave 50 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/4" 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 6 of 6 [I 3 J I STREET NAME To S` bTN 4vh� c 0 �- CURB OR E.P. O� O LEGEND 1=H TYPE III BARRICADE W/SIGN >-< TYPE II BARRICADE W/O SIGN ( ) • FOR QDAY/NIGHT USE ORAMC R DELINEATORS IFFLECTIVE DAY USE ONLY T TRAFFIC CONE WITH CUP ON SIGN T PROPOSED SIGN AND POST p EXISTING SIGN AND POST OSIGNAUZED INTERSECTION FLASHING ARROW SIGN * HIGH LEVEL WARNING DEVICE WITH SIGN FE Fl -AGGER TANS TOW AWAY NO STOPPING _ TO _ (SHOW HOURS) TANSAT TOW AWAY NO STOPPING ANY TIME ® WORK ZONE LIMITS -.� DIRECTION OF TRAFFIC OROADWAY DESIGNATION (A THROUGH D) GING TAPER L E-TAu[E-9- Lf.yo i O iA/v �1 BUFFER SEE TABLE -D" - I - .?C a � INSTALL TEMP. NO PARKING 48 'HOURS PRIOR TO COMMENCING WORK (IF REQUIRED) rCENTER' NO. OF LANES RIGHT_; ROAD WORK LEFT' LANE LANE AHEAD CLOSED I CLOSED AHEAD t W20-1 C20(CA) C30(CA) INTERCHANGEABLE WITH W20-5 7 END ROAD WORK G20-2 MH 367 kT INDICATE NORTH WITH A 'N' AND AN ARROW POINT CURB OR E.P. rtio� �onNAND c� V DATES OF TEMPORARY NO PARKING ZONE 11472 KlrA 2 1 El I Yi � `w is awZ OQ� J O �aQ iJ ri) LL 0 Via~ U LL ­-EISENHOWER DR I �t/ BORE AND PLACE 170' �j NEW 4" PVC FROM PL NEW 2'X3' AVE NEW 2X3 TO STUB OUT HANDHOLE IN BORE PIT "'a / I � PPROX. 600' TO C L AVENIDA FERNANDO �_ �. -;r OW fl� - —__ P�Y— -- —__—__ �.i -�n � t _. •• -- --`� /�_ it j� 91DEWALK 6• t // BIKE LANE1 - -, IRECTION f s" �—Rs E NH PP/w E R -D R -7)y ar__ — Trz t4 — lr uL— - — - — - - — - — - - - —CONCRETE MEDIAN— —T6'— - — - - — - - - — - - — - - — - —.i - - — - ' / - —CONCRETE MEDIAN - — - — - — - - CA t 1W sa 11 d BIKELANE —.__-__-.---•---"__ -_---------------...------------ EXISTING Vz 4" PVC CONSTRUCTION NOTES: VERIZON TO PLACE NEW 2'X3' HANDHOLE BEHIND SIDEWALK IN THE PLANTER. FROM HANDHOLE B AND Z PLACE 170' OF NEW 4" PVC TO STUB OUT SCALE DRAWN BY: REVISIONS PLANS PREPARED BY REVIEWED BY CRY STAFF APPROVED BY: WATER GRAwo-alNa N.T.S. ND. AL DESCRIPTION DATE APP'VD , � ® BmnalnBm— CITY OF LA QUINTA Aus DESIGNED BY: DEPARTMENT IN DATE B,nr,, Benson PUBUcwoRKs (OPER) AREA: W-1TInE: SHEET .SOIL ons Co, CHECKED BY: PuOuCWORKS PUBLICWORKS DIRECTOR/CRYENGINEEii DATE i VEA51DEcouNrY> VIZOWORK ORDER820 N.MOUNTAIN AVE. SUITE 101 RE Pu6ucvroRKs(wAmp RECOMMENDED BY: RECOMMENDED BY: WIRE OS43-LLAOtJ RA 0543 7FOAOAK of SHUPLAND, CA 91786 RECOMMENDED BY: DRAWING NO. PUBLICWOIIKS (rRAEaTHDMA$GUIDED (909)982-1958 FIRE DEPT. FNrINFFRINn CTAFF nFVFI nPMFNT RFRVInFR PY•BA9; GAG F -S F........ our DF91JT ." �. _q� 1 t EISENHOWER DR .(45 MPH) WORK AREA: From APPROX. 430' To 600' S/o C/L AVENIDA FERNANDO TYPICAL RIGHT LANE CLOSURE (MODIFIED) 10, ---------------------------- y'i�, i Table 6H-3 Meaning of Letter Codes on Tvnir_al Oninlicatien Dlaarains / WORK AREA \ L • WILL NOT AFFECT DRIVEWAY — �---- - - CONCRETE MEDiAAI-------------i-�-- I (z - 4 ' ICC UJI I IU_ I i �Z i Table 6H-4 Formulas for i Determining Taner Lenath ROAD TYPE DISTANCE BETWEEN SIGNS» A B C URBAN (LOWSPEED)- 25mph or less 100 100 100 URBAN (HIGH SPEED)- 30mph or more 350 350 350 RURAL 500 500 500 EXPRESSWAY/FREEWAY 1000 1500 2640 • Speed category to be detennowa Dy r gmiay agemy. Distances are shown in feel The column headugs A, S, and C are the danenvons shown M figures pa6H-1 through 6H-46.201 0 CA MUTCO. The A danension is the dLttarxe from the tr lm o or palm of restriction C to =first sign. The 8 dimension t the distance between the first and second signs The C dimension is the distance between the second and third sins The third sign is the fast one in a three -sign series encountered by a driver approadti g the TTC zone. SPEED LIMIT (S) TAPER LENGTH (L) DRAWN :Y: REVIEWED BY CITY STAFF Bmnd'ul Benson DESIGNED BY: DEPARTMENT INI DATE FEET CITY OF LA QUINTA x 40 MPH OR LESS L= 60 45 MPH OR MORE L = WS WHERE: L= taper length in feet W= width of offset in feet S= posted speed limit, or off-peak. 85th -percentile speed prior to work starting, or the anticipated operating speed in MPH. NOTES ■ Unless otherwise specified in the special provisions, all temporary warning signs shall have black legend on orange background. ■ California code are designated by (CA). Otherwise, Federal codes are shown. ■ No Parking signs to be posted no less than 48 hours in advance prior to work. ■ Traffic Control is not permitted between the hours of 7:00 - 9:00am and 3:00 - 6:00pm. =4YF+111BO 4 " /J Q r tx � awl -tQ Pm i SCALE REVISIONS PLANS PREPARED BY in ^— $pj�0� W 820N.MOUNTAINAVESUITE101 UPLAND, CA 91786 909 982-1958 DRAWN :Y: REVIEWED BY CITY STAFF Bmnd'ul Benson DESIGNED BY: DEPARTMENT INI DATE APPROVED BY: CITY OF LA QUINTA WATEROMWM� N.T.S. NO. N A DESCRIPTION DATE APF -VD Brend'm BePUBLIC WORKS (OPDU nsm CHECKED BY: pUBUCWORKS(ENVJ '� PUBLIC WORKS (WATER) RECOMMENDED BY: PUBUC WORKS (TRAFJ DEPT PUBLIC WORKS DIRECTOR CITY ENGINEER DATE AREA: rtanas RIVOISIDE COUNTY� TITLE VERIZON WORK ORDER 05437FOAOAK ENCROACHMENT PERMrr SHEET 4 OF SHEETS DRAWING NO. WIRECFNfFR �";� osd.T-uOJINTA OOaOa� RECOMMENDED BY: RECOMMENDED BY: THOMAS GUIDE# xuxeDao P0. sF B4a;ria F -B . atnvmt ENGINEERINGOPM s CES Ll C) N LO w Z --4:* 1l O O DDD X 0 no 21�DO 0 m m A a 0 r -i H a 6 p ► r r it 15H s C ._ I : F x I no a 'Q Eek. ° ? oR x ./' �a 8� a� Y f5 o � _ io z � z ° m ./' �a 8� a� Y f5 i :offa Qa iiia . Public Works. ftlaeering bep rtmerit Ins pedor..'.s.•Ddily.Log Commer¢1s1�Ii�sidetttI *0velopmeiit Weathor: Clear Q Cloudy p' Rainy •Q overcast:. Teuiperature.Range: -f VViivd:.Still []' Moderate High 0 Title: { Page of Y :fit -of ta, r Public Works.�. tl eerieg Dp artmcrit e his Log • Commereiat�R�sldei�tla� �0velopmeilt ' 27. ., mF ,` 1 `a t � r ' . . l T� t I ... � 1 .. � � t tt I � !. t .. t . ' A t I '' t . . t T � S. r a �� � F i- I AIM lylo Aft Al y 44 AJ� -lift .,z oil Wo "Day I shy smIt 6 `+o 3 t E �,d°dx auk jig i � is � y h'�j +•S- �. dws i �.�i� � y� ��' � ha t a t ) r £ �1Y J _ �� V �i .a. _'-_� < . 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