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ENC2019-0013o See below for Finance Revenue Codes - GEM of& OESEgI -- JAN 2 t 2019 ENCROACHMENT PERMIT CITY OF LAQUINTA PUBLIC WORKS CONSTRUCTION MOAN DEPARTMENT . . . For the construction or puoiic or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. DATE: 1/24/2019 LOCATION OF CONSTRUCTION(Street address or Description): HWY 111 BTW ADAMS ST AND DEPOT DR PURPOSE OF CONSTRUCTION: TRENCH TO INSTALL CAN CONDUIT AND ROD & ROPE EXISTING CONDUIT DESCRIPTION OF CONSTRUCTION: COCHRAN COMMUNICATIONS: INSTALL CAN CONDUIT DIMENSION OF INSTALLATION OR REMOVAL: NEW TRENCH FOR CONDUIT IN R/W 1.170FT / ROD & ROPE TO REPLACE EX 3.160FT APPROXIMATE TIME WHEN WORK WILL BEGIN: 1/22/2019 TIME OF COMPLETION: 2/5/2019 ESTIMATED CONSTRUCTION COST: (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: THIS PERMIT IS FOR WORK WITHIN THE PUBLIC R/W ONLY. R/W ON HWY 111 BTW DUNE PALMS & DEPOT DR IS 12FT BEHIND CURB In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least t dv hours in the time when work -will bstarted at (760) 777-7097.T&, '- -- submit an inspecti iieUE'Iéave amessageonthe'Iñspection Request - Hotline at (760)777.7097.prior to 1:30 P.M. at least twenty-four (24) IourspriTo the anticipated inspection., a Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and City of and to pay for any additional replacement necessary as the result of this work. or Agent COCHRAN COMMUNICATION CONSTRUCTION - PAUL BOZARTH 36630 CATHEDRAL CANYON DRIVE CATHEDRAL CITY, CA 92234 (760)218-8693 Name of Applicant (please print) Business Address Telephone No. COCHRAN COMMUNICATION CONSTRUCTION INC 36630 CATHEDRAL CANYON DRIVE CATHEDRAL CITY, CA 92234 (760)328-6778 Name of Contractor and Job Foreman Business Address Telephone No. 478543 LIC-000865 Contractor's License No. City Business License No. LANDMARK AMERICAN INSURANCE COMPANY LHA140313 Applicant's Insurance Company Policy Number Finance Revenue Code PERMIT INSPECTION EXCAVATION $2,480.00 TECHNOLOGY ENHANCEMENT FEE $5.00 TOTAL: $2,485.00 PERMIT NO: ElC2019-0013 DATE ISSUED: r ExPIRAION DATE :% WORK IPII'PECTED BY*: PERMIT COMPLETION DATE: If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. u ,oj4ve4LJ PUBLIC. WORKS DEPARTMENT APPLICATION FOR PERMIT Date: f/I Tract No: Vicinity:T . Purpseof Descriptioi ips.r4i _.Project N _._._... aNd1 63 111 jt- a. ion , ( Rough Grading, Offsite Street --------------- ructioA(Bx: ee ln pt 1To O34) t1 (eAJ('L[f f(O e y Cr atnorRenioval:$.) Approximate Construction Start Date: f/22//9 Approximate Construction Completion Date: . Estimated Construction Cost: $ 5 . . .. Estimated Construction Cost shall include the removal of all obstructions, materials, and übns, back-filling, compaction and placing permanent, resurfacing and or replacing 'improvements . . Contact Name: PhoneNumbe21. Name of Applicant/Owner: ASS AA (jw Applicant Address: 366 30 4-Ack- 1 Ccduya,1 C4 I. C; y. Applicant Telephone Number: I?O) )<-,0 - Name of Contractor: (-hri f4LJI( (Ut;i ('j7 Contractor. Address: 'I46 3i') Contractor Telephone Number: (7(Q 0) 37 Contractor State License Number: 97 Z5'i' . . Corthctor City Business License Number: 41C 0 00 ~. P- A COPY OF THE CURRENT I1SURANCE CERTIFICAT E MUST BE PROVIDEP' Applicant or Contractor General Liability Insurance Company'. IN Lk ,I i4er, CAj 71 .S (d Applicant or Contractor General Liability Insurance Policy Number& (A '19 o3 Office Use Only: Inspection Fee: Permit Fee: As-Built Deposit:_____________________ Dust Control - - - Deposit - _- - _--- - Credit TOTAL FEE DUE: OfficeUseOn1y Assigned Permit Number Approval Date: Expiration Date: Issue Date: - • - -4dve*flhofit Work Area Traffic Control Handbook 31 Work Area Traffic Control Handbook 45 Right Hand Lane Closure on Far Side of Intersection Mid Block Right Lane Closure W20-1 (optional) art jti000h 4411 (optional) W20-1 A —4 A - 7/ W20-1 (120-2 J 16105 OVOBi 063 j (optional) Note See TaISCS 6H-2 and 6H-3 for the meaning of the symbols and or letter codes used in this figure o1c.. flTh EN ROAJ G20-2 'J2Oo II— LANE uR37 TURN RIGHT RIGHT (optional) T J6 1 W4-2 ~'_T <* - 4W20-5 .4'TL~". JL6 _IL flues W20-1 0 0 0 0 0 . CA MUTCD TA-22B (CA) - NOT TOSCALE NOT TOSCALE TEMPORARY TRAFFIC CONTROL PLAN DIMENSION GUIDELINES ------..---..--1---.-.—.--- -.--.---. r--'--• ....... SPEED Dimension Dimension Dimension I Dimension Dimension MAXIMUM MAXIMUM MAXIMUM MPH WB/C L 1j3 b' CHANNELIZER CHANNELIZER CHANNELIZER (2) ADVANCE MERGING SHIFTING MINIMUM BUFFER SPACE (4-A) TAPER SPACING tANGENT CONFLICT WARNING SIGN TAPER I TAPER LENGTH 1 SHOULDER and tPACING SPACING SPACING (5) LENGTH TAPER FLAGGER STATION (3) (6) STOPPING SIGHT DISTANCE (4-8) (0%) (-3%) (-6%) MPH Ft ft ft ft ft ft ft ft 25 100 125 65 45 (155) (160) (165) 25 - 50 12 30 250 180 90 60 (200) (205) (215) 30 60 15 35 250 245 125 85 1 (250) (260) (275) 35 70 17 -40 250 320 160 110 (305) (315) (335) 40 80 20 45 350 540 270 180 (360) (380) (400) 45 o 22 50 350 600 - 300 200 (425) (450) (475) 50 100 25 55 1 500 660 330 220 - (495) (520) (555) 50 100 25 60 500 720 360 240 1 570) (600) (640) 50 100 - 25 65 1 500 780 (645) (685) (730) so 11,00 25 H UNlals on Freeways Bnd Enpresowean APr56 meet the C51trans Standard Plan, Pooled Speed or observed operating speed (whichever is greater) and $tanl4u SpecsftcMon regubesnsern1a - - - (31 Channelizer spacing otraD be reduced by Palf at areas where work is taking place on curees or arson of head-on conitict 4A)Bitter space may be inserted miOw speed urban areas and, shouldue inserted in high speed urban and rural areas 14-B) The Stopcsrcg Scgrit Orstance elsoldd enable Road Users Sv spacing in rsrai areas should he 50011 to see the Prrmry Flagger SISIcon and saFely stop -H (51 Tabler3F-tG1(CA) SERVICE PATH OVERVIEW - COAX/FIBER N N.T.S. ADER HO-,T i_COATED \, •-.iAJLT ON N.W CORNER OF ADAMS ST. CON.NHR j ACAIvIS 31. AND HILAHGAY AND HIGHWAY 111. EX. CONDUIT 111, EX. CONDUIT CONTINUES N.E 295 GOES E. 100' TO EX. VAULT TO EX. PEDESTAL LOCATED ON *FINAL DRAWING* ACROSS ADAMS ST. HIGHWAY 111. UPGRADE TO MED FIBER TIE POINT LOCATED IN VAULT ON N.W PEDESTAL. CORNER OF ADAMS ST. AND HIGHWAY 111. EX. CONDUIT GOES E. 100' TO EX. VAULT ACROSS ADAMS ST.PEDESTAL LOCATED ON N.E CORNER OF ADAMS ST. AND HIGHWAY 111, EX. CONDUIT CONTINUES S.E 295' TO EX. PEDESTAL TIE PCBT 2 BERE NCLOSURE LOCATED ON HIGHWAY 111. UPGRADE TO MED IN EX ~DESTA, VICINITY MAP -. EX,DuIICJN,LMC.TO HIGHWAY 111 295' TO EX. PEDESTAL, EN. PEDESTAL LOCATED W. OF DUNE UPGRADE TO MED PEDESTAL. EX. PALMS RD. EX. CONDUIT CONTINUES CONDUIT CONTINUES E. 1000' TO EX. N.E TO EX. PEDESTAL ON N.W PEDESTAL, UPGRADE TO MED PED, EX. CORNER OF DUNE PALMS RD AND CONDUIT CONTINUES 150' TO EX. HIGHWAY 111. EX. CONDUIT CONTINUES PEDESTAL. E. 100' TO EX. PEDESTAL LOCATED IN CEMENT ON N.E CORNER OF HIGHWAY 111 AND DUNE PALM RD. BREAK CONCRETE AND MOVE PEDESTAL 5' N. UPGRADE TO MED. PEDESTAL. PEDESTAL. CONDUIT CONTINUES E. ON HIGHWAY 111 295' TO EX. PEDESTAL, UPGRADE TO MED PEDESTAL. EX. CONDUIT CONTINUES E. 1000' TO EX. PEDESTAL, UPGRADE TO MED PED, EX. CONDUIT CONTINUES 150' TO EX. PEDESTAL. CONDUIT CONTINUES 200' E. TO EX. PEDESTAL LOCATED W. OF DUNE PALMS RD. EX. CONDUIT CONTINUES N.E TO EX. PEDESTA_____ ON N.W CORNER OF DUNE PALMS RD AND HIGHWAY 111. EX. CONDUIT CONTINUES E. 100' 1. TO EX. PEDESTAL LOCATED IN CEMENT ON N.E CORNER OF HIGHWAY 111 AND DUNE PALM RD. BREAK CONCRETE AND MOVE PEDESTAL 5' N. UPGRADE TO MED. PEDESTAL.CONDUIT CONTINUES S. 225' ACROSS HIGHWAY 111 TO EX. PEDESTAL LOCATED ON S.E CORNER OF DUNE PALMS RD AND HIGHWAY 111. OFFSITE JOB TOTALS: EX. CONDUIT = 3160' ED PEDESTA L UPGRADE TO MED - EX PEDESTAL 545 EX --ONDUIT PEDESTAL -EX - ED EDNOUIE - UPGRADE TO MED 25G ED COVJ PEDESTAL BUP.AK CCMCR000 AAD MOVE - I PE DESTAL II k2W ED P NORTH. UPGRADE TO MED PEDESTAL c4) DR VA ED4T EX PEDESTAL ,O MED 226 ED CONDUIT PEDESTAL F-I UndegEound Service A'ert TOLL FREE 81 www.cal IJI.com TWO WORANG DAYS BEFORE YOU DIG EX. CCNDJI CC' II. 225' ACROSS HIGHWAY 111 TO EN. PEDESTAL LOCATED ON S.E CORNER OF DUNE PALMS RD AND HIGHWAY 111. NEW CATV VAULT EXISTING CATV VAULT NEW CA PEDESTA EXISTING CATV PECES.1 EXISTING TELCO VA__ ® JOINT POLE EXISTING CATV RISER -- NEW CA RISER DC EXISTING STORAGE LOOP DC 'TA STORAGE LOOP 4 DYSTING FIBER ENCLOSURE 4 NEW FIBER ENCLOSURE LEGEND 2 —,NAY SYLIER 3—WAY SPUTTER DIRE000NAL COUPLER > LINE EXTENDER AMPLIFIER NODE 0 2 POR T TAP 4 PORT TAP 8 PORT TAP EX EXISTING EX. LOCKBOX NEW LOCKBOX MPOE MAIN POINT CF ENTRY Y-CAST SEE Y—INTERCEPP DETAIL NS NEW STRAND 01 OVERLASH CC CONCRETE CUT PIL PROPERTY LINE C COCHRAN CO4UN1CATION CONSTRUCflON.C. CAT}DEDRALC!TY CA 922U OFF! C 'TO, 32E-R775 ucaoss PROJECT LOCATION SERVICE PROVIDER: PRISM 1083572 CONST. SUPERVOOR: TONY L. DELIVERY RETAIL STORE 79785 HIGHWAY 111 LA QUINTA 922 hrter 473 AVE 48 'DIO CA 9220 LA. SOUTH PROJECT T Y PE: FIBER/COAX CONST. COORDINATCN: RAMON H. POPER' NAME DELIVERY RETAIL STORE SURVEY # - CONTACT NAME: - SYSYEV MAO: - CONTACT NUMBER: - TCA O UNOS - ADDRESS 79785 HIGHWAY 111 SVSTEM - NODE L0039 Cfl LA QUINTA ZP. 92253 DATE 11/21/18 -- SERVICE PATH OVERVIEW - COAX/FIBER N N.T.S. ' COAX T E POINT LA. A IN EX. PEDESTAL, NEW TRENCH GOES E. 285' ON HIGHWAY 111. 30' NEW ASPHALT CUT 20' NEW BORE 190' NEW TRENCH TRFACH 30NEWTRENCH 20'NEWBORE PLACE NEW PEDESTAL _ ENCH 25' 3NN A- 30' ACROSS DRIVEWAY. NSA TRENCH CONTINUES 135' S. - - ,HC0N E. ON HIGHWAY ill. NEW BORE 20; UNDER SIDEWALK TRENCH CONTINUES E. 140'. PLACE NEW PEDESTAL. NLA EN 305' TO S.W CORNER OF HIGHWAY 111 AND DEPOT DR. PLACE NEW PEDESTAL AND CONTINUE NEW TRENCH S. 115' ON DEPOT DR. HIGHWAY 111 505' NEW TRENCH r PLACE NEW PEDESTAL 115' NEWTRENCH I T! I ~ I ITIC 75' NEW ASPHALT CU1 EW TRENCH ----- 30' NEW ASPHALT CUT r) 50' NEW TRENCH :W BORE EJ CH aRE BE i- PL TP FIBER EQUIPMENT APS IN MPOE ROOM 30' NEW ASPHALT CUT - 15'NEWTRENCH O' S. EN PENC 15' E. N E W ASPHALT CUT GOES S. SO'. NEW TRENCH 15' W. THEN BORE 10' SW, NEW TRENCH CONTINUES 15' S. THEN BORE UNDER SIDEWALK 10' E. CORE DRILL INTO MPOE ROOM. PLACE FIBER EQUIPMENT AND TAPS IN MPOE ROOM. OUH1 TIE POINT EX. TAP IN PEDESTAL ACROSS DEPOT DR. CUT SD' E, NEW TRENCH CONTINUES E. 30', NEW BORE 20' UNDER SIDEWALK. 140' NEW TRENCH VICINITY MAP *FINAL DRAWING* COAX TIE POINT EX. TAP IN EX. PEDESTAL, NEW TRENCH GOES E. 285' ON HIGHWAY 111.NEW ASPHALT CUT 30' E, NEW TRENCH CONTINUES E. 30', NEW BORE 20' UNDER SIDEWALK.NEW TRENCH CONTINUES 190' E. ON HIGHWAY 111. NEW BORE 20; UNDER SIDEWALK TRENCH CONTINUES E. 140'. PLACE NEW PEDESTAL.NEW TRENCH CONTINUES E. 505' TO S.W CORNER OF HIGHWAY 111 AND DEPOT DR. PLACE NEW PEDESTAL AND CONTINUE NEW TRENCH S. 115' ON DEPOT DR.NEW ASPHALT CUT 75' E. ACROSS DEPOT DR.TRENCH 25' HEN ASPHALT CUT 30' ACROSS DRIVEWAY. NEW TRENCH CONTINUES 135' S. NEW BORE 10' S. THEN TRENCH 15' E. NEW ASPHALT CUT GOES I S. 30'. NEW TRENCH 15' W. THEN BORE 10' SW, NEW TRENCH CONTINUES 15' S. THEN BORE UNDER SIDEWALK 10' E. CORE DRILL I NTO MPOE ROOM. PLACE FIBER EQUIPMENT AND TAPS IN MPOE ROOM. JOB TOTALS: NEW TRENCH = 1495' NEW ASPHALT CUT = 165' NEW BORE = 70' Jr.dcground Servce Alert TOLL FREE www.cal 1,511.com TA3 ACKNG OA"S BEFORE YOU DO FVJ I ® NEW CATV VAULT EXISTING CATY VAULT NEW CATY PEDESTAL NEW EXISTING CATY PEDE EXISTING TELCO VA JOINT POLE -1- EXISTING CATV RISER NEW CATY RISER OG EXISTING STORAGE LOOP O NW STORAGE LOOP EX STING FIBER ENCLOSURE "NEW FIRER ENCLOSURE LEGEND -12—WA" SPUTTER ® 2 PORT TAP 3—WAY SP U TTE R 4 PORT TAP DIRECTIONAL COUPLER 8 PORT TAP - NE ET\LED EX EXISTI NG AMPLIFIER EX. LOCKBOX NODE NEW LOCKBOX MPOE MAIN POINT OF ENTP' YAST SEE YINTERCEPT OET A L NS NEW STRAND OL OVERSH CC CONCRETE CUT %630 P/L PROPERTY LINE CO COMMUNiCATION rn coNSU(oN,INC CATHEDRAL CITY CA 922)4 OmC 760 326776 UC641 1' PROJECT LOCATCN S:RVCE PPDIIDER: PR SM #1083572 CO'IST SJPER/'SOR.TONY L. CATWO&AL CANYON DR RETAIL STORE 79785 HIGHWAY 111 QFTA 92253 830 73 AvE 45 ND 0, CA 92201 SOUTH DROJECT TYPEi FIBER/COAX cONST COORDINATOR. RAMON H. NAVE DELIVERY RETAIL STORE SURVEY #- - PROPERTY NA CONTACT NAME - SYSTEM MAP: - CONTACT NUMBER - - TOTAL OF UNITS: - AOORESS: 79785 HIGHWAY 111 SYSV: - NODE LQ039 OTY QUINTA ZIP 92253 DATE: 11/26/18 PAGE - 2 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC20I9-0013 The following shall atways apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way 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, spelled, 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 indicateo 0 RI NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. 09 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. 0 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. Q 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 (W) 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. Ri CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( 0*N/A 0 ) 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 W) of A.C. paving on (0* N/A •• ) of class (*0 N/A *0) aggregate base. O R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600') in all directions shall be assured and maintained at all times. O RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturers specifications. City of La Quinta RII 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. El 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. 19 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. 0 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. 0 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. 0 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. C] R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five-hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO. ENC2019-0013 Cochran Communications/ Trench to Install CATV Conduit and Rod & Rope Existing Conduit / Hwy 111 Between Adams St and Depot Dr In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications for Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 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. Cochran Communications Construction Inc. (Paul Bozarth), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall be kept clean. They shall be completely cleaned at-the end of each working day and more frequently, if required. This permit is for the proposed CATV conduit to be installed within the RJW only (12' from curb on Hwy 111 between Dune Palms and Depot Dr. / 23' behind curb on Dune Palms Rd). The permittee shall obtain written approval from the private land owner for any work or improvements on private property. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for further. modifications as it relates to any sight distance concerns and/or improvement plan requirements as required by the City Engineer. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday-Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday-Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial Street (i.e. any 4 lane street) before 8:00 a.m. Special Conditions Page 1 of 5 PERMIT NO. ENC2019-0013 Cochran Communications/ Trench to Install CATV Conduit and Rod & Rope Existing Conduit / Hwy 111 Between Adams St and Depot Dr 9. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Division at (760) 777-7070 if signal operation at the intersection is to be altered in any way. 10. 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 edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Perrnittee'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. 11. 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. 12. 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. 13. 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: Approval of the construction Plan identification Time Frame of Closure Alternative Routes 14. Any land on which Williamson Act contracts apply shall remain undisturbed. 15. 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. Special Conditions Page 2 of 5 PERMIT NO. ENC2019-0013 Cochran Communications/ Trench to Install CATV Conduit and Rod & Rope Existing Conduit / Hwy 111 Between Adams St and Depot Dr 16. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. 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. 17. 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. 18. 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, 5t) Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 19. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Associate Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 20. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 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: General Liability Insurance Company and Policy Number City Business License Contractors State License Number 22. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in 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. 23. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. Special Conditions Page 3 of 5 PERMIT NO. ENC2019-0013 Cochran Communications/ Trench to Install CATV Conduit and Rod & Rope Existing Conduit / Hwy 111 Between Adams St and Depot Dr 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. If traffic lanes are closed on an any Arterial street (any street with more than 2 lanes) within the City of La Quinta right of way, The permittee is required to provide an informative message board (approved by the City Engineer). It shall inform the commuters using the affected roadways 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. The board does not have to be electrical or solar powered. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982), backfill compaction within Street rights-of-way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: 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. 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. 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. 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. 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 4 of 5 PERMIT NO. ENC2019-0013 Cochran Communications! Trench to Install CATV Conduit and Rod & Rope Existing Conduit I Hwy 111 Between Adams St and Depot Dr 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. 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. 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. All excavations within City of La Quinta right-of-way shall be backfihled, 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 backfihled 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. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. Access and egress to all local properties shall be maintained at all times. 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. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § I (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. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 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. 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 5 of 5