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TC2016-0036
T4ht 4 4 Q" ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION CIrf OF LA QUNRA See belop1or-Finance-Revenue Codes AUG 2 4 2016 COMMUNITY EXT DPMTDfiTM 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. TE: 7/22/2016 LOCATION OF CONSTRUCTION (Street address or Description): SOUTH SIDE OF AVE 50 WEST OF MADISON PURPOSE OF CONSTRUCTION: PLACE 1 BORE PIT IN DIRT. TRENCH & PLACE 2-4" PVC, PLACE 1 PEDESTAL. BORE & PLACE 2-4" PVC. PLACE & DESCRIPTION OF CONSTRUCTION: FRONTIER WO#70058-5195286 PLACE NEW CABLE DIMENSION OF INSTALLATION OR REMOVAL: APPROXIMATE TIME WHEN WORK WILL BEGIN: 5/30/2016 TIME OF COMPLETION: 8/30/2016 ESTIMATED CONSTRUCTION COST: (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: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-7097kb \ 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 regulatio s of the City of and to pay for any additional replacement necessary as the result of this wbrk. Signature of Applican r Agent FRONTIER CALIFORNIA -MICHAEL LUMPKIN 295 N. SUNRISE WAY PALM SPRINGS, CA 92262 Name of Applicant (please print) Business Address FRONTIER CALIFORNIA INC 295 N. SUNRISE WAY PALM SPRINGS, CA 92262 Name of Contractor and Job Foreman Business Address (909)798-4400 Telephone No. (909)798-4400 Telephone No. N/A City Business License No. G12095784254 Policy Number PERMIT NO: TC2016-0036 DATE ISSUED: EXPIRAIJPN DATE: Uff Ii BY: VPECTED WORK BY*: PERMIT COMPLETION DATE*: if the work is covered by Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 488385 Contractor's License No. CONTINENTAL CASUALTY COMPANY Applicant's Insurance Company Finance Revenue Code PERMIT INSPECTION TRAFFIC CONTROL ONLY - 2-5 DAYS TOTAL: TWY~ 4 4 QuAkroj PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: 05/19/2016 Tract No: Project Name: 70058-5195286 Vicinity:S/S/O Avenue 50, W/O Madison St - Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) Place new cable to make a service connection to a customer. Description of Construction (i.e.: See Plan Set No. 01234) Place 1 bore pit in dirt, trench & place 34', 2-4' PVC, place 1 pedestal, bore & place 311' of 24" PVC, place and splice new cable. Dimension of Installation or Removal: Duration of work: 5-Days Approximate Construction Start Date: 5/30/2016 Approximate Construction Completion Date: 8/30/2016 Estimated Construction Cost: $ 5000.00 Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, hack placing pennanent resurfacing and or replacing improvements II ing. compaction and Contact Name: Michael Lumpkin Phone Number: (909)-7984400 - Name of Applicant/Owner: Frontier California, inc. Ftr. Engineer: _Terrance Laury - - Applicant Address: 295 N. Sunrise Way, Palm Springs, CA. 92262 - Applicant Telephone Number: (909)-798-4400_—_____ Applicant E-mail Address: permits@mountaintcs.com Name of Contractor: Contractor Address: Contractor Telephone Number: - - Contractor State License Number: Contractor City Business License Number: Contractor E-mail Address: A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDEI) I Applicant or Contractor General Liability Insurance Company: Applicant or Contractor General Liability Insurance Policy Number: Office Use Only: Assigned Permit Numher7Q(6 O Approval Date: Expiration Date:______________________________ Issue l)aie: Administrative \utlmrit: Office Use Only: Inspection Fee: Permit Fee: As-Built Deposit: Dust Control Deposit: Credii Amount: 'l'Ol'AL FEE DUE: 0 fo ABBREVIATIONS BLDG BUILDING MH MANHOLE BOO BACK OFCURB NTS NOT TOSCALE CATV CABLE TELEVISION PIED PEDESTAL (UTILITY) O/L CENTER LINE PKWY PARKWAY CNDT CONDUIT PP POWER POLE CONC CONCRETE PVC POLYVINYL CHLORIDE CSW CONCRETE SIDEWALK P/L PROPERTY LINE DWY DRIVEWAY RR RAILROAD EOC EDGE OF CURB R/W RIGHT OF WAY EOP EDGE OF PAVEMENT SL STREET LIGHT FOC FACE OF CURB W-BLDG WALL TO BUILDING GND GROUND W-P WALL TOPOLE HH HANDHCLE W-W WALL TO WALL HDPE HIGH DENSITY POLYETHYLENE COND UIT PA CKA GE AVENUE 50 & MADISON ST LA QUINTA, CA PROJECT LOCATION VICINITY MAP NTS • . Frontier COMMUNICATIONS JOB ID 70058-5195286 DATE: 6/30/2016 TITLE: CONDUIT DESIGN STREET ADDRESS: AVENUE 50 & MADISON ST. CITY/STATE LA QUINTA, CA FTR ENGINEER TERRANCE LAURY 909-255-42-51 FTR INSPECTOR JIM THOMPSON 928-451-1165 ,7 DRAWN BY MTCS 909-798-4400 EST. #. SHEET#: 71588 10F3 I IMPP' TRENCH - FRONTIER TO PLACE 34' OF 2-4" PVC BORE - FRONTIER TO PLACE 269' OF 2-4" PVC MATERIALS; 606' OF 2-4" PVC -ACTUAL FOOTAGES OF PVC WILL BE NEEDED TO ORDER MATERIALS. PLEASE INCLUDE MULE TAPE IN ALL PVCS. -FRONTIER INSPECTOR SHALL BE PRESENT ON SITE WHEN CONTRACTOR HAS ANY ACCESS WITH ANY EXISTING FRONTIER FACILITY. FRONTIER COMMUNICATION GENERAL NOTES Contact Frontier Engineer Terrance Laury at 909-255-42-51 sixty (60) days prior to need of service in order to confirm compliance,order materials,and schedule work forces. NOTE; FRONTIER COMMUNICATIONS, INCORPORATED, RESERVES THE RIGHT TO REFUSE ANY CONDUIT, PULL BOXES, MANHOLES, OR UTILITY BOXES THAT DEVIATE FROM PLANS AND SPECIFICATIONS. 2 All conduit risers bends to have a minimum thirty-six (36) inch radius. 3 All horizontal ninety (90) degree bends shall have a radius of not less than 12.5 feet and all vertical ninety (90) degree bends shall have a radius of not less than three feet. No more than two ninety (90) degree horizontal bends shall be placed in any single run unless otherwise specified Contact Frontier engineer concerning any required deviations 4 All conduit must be proofed using a mandrel no less than a 1/2" smaller than the conduit placed. Wall to wall measurements must be taken with a true tape and a 3/8" polypropylene pull rope provided in each duct. An accurate wall to wall measurement of conduit placed must be As-built on approved Frontier construction plan. A copy of the As-built conduit work order must be provided to the Frontier inspector assigned to your project, before entrance cable can be designed and ordered. Contact inspection office at 928-451-1165 for coordination of inspection dates. DEVIATION FROM THIS PLAN WITHOUT CONSENT FROM FRONTIER MAY CAUSE DELAYS IN PROVIDING SERVICE. 5 Place weatherproof cap on end of all conduits terminated outside of a building 6 Rigid steel or approved plastic conduit (PVC Sch. #40,TYPE-C (4") or DB-120 (2') is specified in underground construction unless otherwise specified. Condulets, Flex, Transite, Plumbers fittings, Water and Gas Pipes must not be used. RIGID STEEL MUST BE USED WHEN CONDUIT CAN BE EXPOSED TO VEHICULAR TRAFFIC 7 Conduit terminated on a pole must be PVC Sch. 80 If conduit will be exposed to traffic, rigid steel pipe and sweep will be required to 48" above finished grade otherwise turned up 12" above finished grade Location of riser on pole will be called out on conduit plan by Frontier engineer. Conduit placed in same trench with primary power conduit must be separated by not less than twelve (12) inches of well-packed sand or three inches of concrete, and have not less than thirty-six (36) inch cover to top of pipe when placed behind curb face. All street crossings and ducts placed in the driven portion of the roadway must have no less than forty-eight (48) inch of cover to top of pipe. CONTACT THE FRONTIER INSPECTOR 48 HOURS BEFORE TRENCHING AND UPON COMPLETION OF YOUR SUBSTRUCTURES TO SCHEDULE THE FINAL INSPECTION. U Provide manhole(s) x x -# Quickset, Brooks or equivalent with manhole cover marked "Frontier", and conduit terminator's furnished from the manufacturer as per Frontier specifications. Provide Tx 5'x 3' pull box(es) Name brand Quazite/Strongwell of composite and galvanized steel construction with torsion style parkway cover marked "FRONTIER". Install cable racks and ground rod per manufacturer specifications, DO NOT place pull boxes in vehicular traffic areas See manufacturers cut sheet provided. FRONTIER RECOMMENDATIONS Provide a minimum 14" conduit home run from each suite location to the main terminal backboard in lieu of running cables over drop ceiling access. Frontier will not install cables not contained in conduit. ID Provide source of ground at the telephone backboard location: (1) #6 insulated copper wire (solid preferred) to power system ground. Or (1) #6 insulated copper wire (solid preferred) to permanent metallic structure such as LIFER ground or building steel. Or (1) #6 insulated copper wire (solid preferred) to metallic water pipe bonded to previously described permanent metallic structure. Leave adequate wire to extend six feet beyond base of backboard. NOTE: THE FOLLOWING MUST NOT BE USED FOR GROUND SOURCES: ROOF TRUSSES, FLOOR JOINTS, BRACES, SPRINKLER SYSTEM PIPES, METAL ELECTRICAL DISTRIBUTION CONDUIT, AND HORIZONTAL STEEL MEMBERS LESS THAN 3/8" THICK Provide cable racking as described in attachment. Provide pulling irons as described in attachment. 112 Three to six weeks will be needed from the date of final inspection for Frontier to start placing facilities all paperwork and easements must also be completed, if applicable. I PROFILE I VERTI. 1= 40 I H I HORI. 1= 40 STA 30+57 5x5 SPLICE PIT REMOVE AND REPLACE CURVE DATA A R L D 450000" 25.0 19.6 45 LEGEND Mainline/ Backbone Conduit or ABS Buried Cable Existing Gas Existing Water Existing Telephone Existing Sewer Existing Storm Drain Existing Electric EM Existing Manhole 4x4' Bore Pit 4'x6' or 5x10' Bore Pit Proposed Pedestal , 3/8-8 Copper Driven GIRD Rod ® Numbers = Mainline PVC With Pull Rope ® Letters = Service Lateral PVC With Pull Rope A Material Reimbursed by Frontier LA Material Provided by Developer >- LL LL Lo CD LO 04 uJ > Ui 0 N- LO of 0 N-UJ -2.14% CITY OF INDIO LOP 28+00 C/L AVENUE 50 EDP R/W CITY OF LA QUINTA / REMOVE AND REPLACE 28 SOFT OF EXISTING MATERIAL LINE OF SITE AT DIRECTIONAL BORE 12 MINIMUM SEE DETAIL 2 SHEET 3 SCALE: 1= 40 8 'U) W 0 > + L(' 0 00 W Ho IC-4 c)LLJ N -0.30% 30 ___ 20 10 /)ATTJM 9 a z L)W 0 0(1) Q Ow 0 CO 00 0 + + 0 c,j 00 (N 1501, VC P1=3035 PROP. SPLIT CHANNEL 30+00.00 AVENUE 50= I W/ WINGWALLS 7T70 MADISON ST. —i I 30.01 FS LL LL 0 8 LL 04 g cy) OO) LO C.4 +00 -0.30% = - - - - -12.o% 04 11~ 11111cp _ CHANNEL LO N IL) CL-CL INTERSECTION 30+00.00 AVENUE 50 =72+14.70 MADESON STREET A Th A. 29+00 T TI 1 I >-LI>- , F- x IKENUI-IANUFLAUE 0 34' OF 2-4 PVC EXCAVATE AND REPLACE 64 SOFT OF EXISTING MATERIAL FOR REQUIRED PEDESTAL & PVC SEE DETAIL 1 SHEET 3 o BORE AND PLACE 269 OF 2-4 PVC SCH. 80 (REFERENCE PROFILE ABOVE) I SIA31+23© , • • 4x6 BORE PIT REMOVE AND REPLACE • S 28 SOFT OF EXISTING MATERIAL FOR REQUIRED PEDESTAL & PVC Fr'ont*ier TRENCH 47' OF BURIED CABLE AT LOWER COMMUNICATIONS CHANNEL EDGE AS REQUIRED COORDINATE WITH JOB ID: 70058-5195286 DATE: 06/30/2016 DILESH SHETH FOR STAKING AND ELEVATIONS TITLE - CONDUIT DESIGN STREET ADDRESS: AVENUE 50 & MADISON ST. CITY/STATE: LAQUINTA,CA - 5'x5 SPLICE PIT i_______________________ ______ REMOVE AND REPLACE FTR ENGINEER: TERRANCE LAURY 909-255-42-51 25 SOFT OF EXISTING MATERIAL rFTRINSPECTOR: JIM THOMPSON 928-451-1165 I DRAWN BY MTCS 909-798-4400 EST. #: HEET#: 71588 2 OF 3 303 P-P /CITY 25 SOFT OF EXISTING MATERIAL STA 31+28 / 5'xlO SPLICE PIT REMOVE AND REPLACE / 50 SOFT MIN OF EXISTING MATERIAL / /E0 P / I / I / 31+00 / /— - --CIL /bo I b / (N J TJ T LI: - - -EOP R/W CD b LO 04 - FUTURE R/W CONDUITS 36' MIN. RISER RADUS SWEEP DETAIL 1 CON DUIT/S - MINIMUM SLOPE 12 FOR BURIED CONDUIT ASPHALT OVERLAY CONCRETE SUBBASE / / CONDUIT/S MINIMUM COVER (TYP) FOR PEDESTAL DIRECTIONAL BORE DETAILS 2 PLM DIRECTIONAL ,-BORE RIG I 1-BORE ROD 'I// f PROPOSED EXIST IOU ND 6± A SEcnm BORE PIT DETAIL 12" S •s. FINISH LINE •. • S MI NIMUM COVER Frontier COMMUNICATIONS TEL. '. •: JOB ID 70058-5195286 bATE 06/30/2016 TITLE: CONDUIT DESIGN A 12" STREET ADDRESS AVENUE 50 & MADISON ST. . MINIMUM CITY/STATE: LAQUINTACA OTHER STRUCTURES SEPERATION FTR ENGINEER TERRANCE LAURY 909-255-42-51 FTR INSPECTOR: JIM THOMPSON 928-451-1165 DRAWN BY MTCS 909-798-4400 JOINT TRENCH DETAIL 3 . EST#SHEET#: 71588 3 0 F 3 . j .' (V California MUTCD 2014 Edition Page 1150 (FHWAs MUTCD 2009 Edition, including Revisions I & 2, as amended foruse in California) . ... •. . .-. ..•. S '1 Figure-M-6. Shoulder Work with Minor Encroachment (TA-6) . . . . . . 77 -L-, °?'V'W 1202 you - C - (optional) W2O-1 c •.. . . S . - A ' . .. ' 1 Note See Tables 6H-2 and 4 J , ' 6H -*3 f6filie meaning 4J1 (1 of the symbols andlor - letter codes used in r , this figure SL 4%( .5 . .- . 0 - . • • • . . . JJ • • . . ko Work vehicle jc — --d '.) • ••• • . - • • Truck-mounted • S ' _____ •.• Buffer.spácé (optional) — 1- 4 f4 - 1/3L - S •; • Jj - • • • QP Sc',) . • • - . I S.. • • • .. P A. • • • 5 .•. S. W20-1 G202 Op .' . S • S • • yqip (optional) Typical Application 6 , i-j Chapter 6H,— Typical Applications - • • • • - • November 7, 2014 • • • Part 6-Temporary Traffic Control • S • .5 5 . • • • • S • • S • • 55 5 5 S S S 5 • S • S 4. 5 5 5 •: : 5 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 1C2016-0036 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, 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 (21 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 dc-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: 10 RI 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 (34") to one foot (1'). 0 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. 0 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 36") of A.C. paving on ( N/A ) of class (** N/A ) aggregate base. Z R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600') in all directions shall be assured and maintained at all times. 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 Z 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 pemiittee 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. Z 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. D 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. Rh 7 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. 0 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 (21 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 (31 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. 0 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. TC2016-0036 Frontier 70058-5195286 /Place 1 Bore Pit in Dirt, Place 24" PVC, 1 Pedestal, and Place & Splice cable /South Side of Ave 50 West of Madison St In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. The permittee may only work at night if approved by the City Manager. If approved by the city manager, night work may be halted if the city receives complaints about the night work. 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. This permit is for work within the R/W. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 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. "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." The permittee shall not install improvements with the intention of providing video transmission services unless the permittee obtains a valid Franchise Agreement. 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. 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. 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. 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. Special Conditions Page 1 of 6 PERMIT NO. 1C2016-0036 Frontier 70058-5195286 /Place 1 Bore Pit in Dirt, Place 2-4" PVC, 1 Pedestal, and Place & Splice Cable /South Side of Ave 50 West of Madison St Frontier Communications (Terrance Laury), 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. 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. 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 start of traffic delays. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday-Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30 Monday-Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 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 sit 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. 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. 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 6 PERMIT NO. TC2016-0036 Frontier 700585195286 /Place 1 Bore Pit in Dirt, Place 24" PVC, 1 Pedestal, and Place & Splice Cable /South Side of Ave 50 West of Madison St 21. 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. 22. 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 23. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). 24. 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 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 § I (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 25. 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 Lai Quinta. 26. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5 lEdition" or latest, in the installation of all appurtenances abutting and within the public Street right-of-way. Special Conditions Page 3 of 6 PERMIT NO. TC2016-0036 Frontier 70058-5195286 /Place 1 Bore Pit in Dirt, Place 24" PVC, 1 Pedestal, and - Place & Splice Cable ISóuth Side.of Ave 50 West of Madison St 27. 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. 28. 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. 29. 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 30. 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. 31. 'The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 32. 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. 33. 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 RJW. 34. 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. Special Conditions Page 4 of 6 PERMIT NO. TC2016-0036 Frontier 70058-5195286 /Place, 1 Bore Pit in Dirt, Place 24" PVC, 1 Pedestal, and Place & Splice cable /South Side of Ave 50 West of.Madison St 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. Access and egress to all local properties shall be maintained at all times. 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: Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. 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. Permanent pavement replacement shall be installed using a City approved %" max medium asphalt concrete as the base course lift and a City approved '/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. Cold-Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold-milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold-milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing Street: two (2) feet outside the sawcut removal lines. Special Conditions Page 5 of 6 PERMIT NO. TC2016-0036 Frontier 70058-5195286 /Place 1 Bore Pit in Dirt Place 24" PVC, 1 Pedestal, and Place & Splice Cable /South Side of Ave 50 West of Madison St If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of %" 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. 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. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. 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 § 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. 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 I Page 6 of 6