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ENC2017-0017(760)398-2661 Telephone No. (760)294-9449 Seebelow for Finance Revenue Codes oJ ,uuttijj —cEMfmoESERT—.- S 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 M I NOR IMPROVEMENTS and APPROVED SUBDIVISIONS. DATE: 12/11/2017 LOCATION OF CONSTRUCTION(Street address or Description): AVE 48 BETWEEN ADAMS ST & DUNE PALMS PURPOSE OF CONSTRUCTION: EXPLORATORY UTILITY POTHOLING TO DETERMINE AND FIND EXACT LOCATION AND DEPTH OF UTILITIES DESCRIPTION OF CONSTRUCTION: 3 POTHOLES FOR CVWD RANCHO LA QUINTA GOLF COURSE CONNECTION DIMENSION OF INSTALLATION OR REMOVAL: 3 LOCATIONS - i' X 1' POThOLES APPROXIMATE TIME WHEN WORK WILL BEGIN: 12/18/2017 TIME OF COMPLETION: 12/20/2017 ESTIMATED CONSTRUCTION COST: S5M00.00 (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 Adminitraive 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 pridr to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rul pay for any additional replacement necessary as the result of this work. L. CVWD - BRIAN KORCOK 75515 HOVLEY LANE EAST PALM DESERT, CA 92236 Name of Applicant (please print) Business Address UNDERGROUND SOLUTIONS INC 120 N ANDREASEN DRIVE ESCONDIDO, CA 92029 Name of Contractor and Job Foreman Business Address Telephone No. 826001 763550 Contractor's License No. City Business License No. CRUM & FORSTER SPECIALTY INSURANCE EPK118402 Applicant's Insurance Company S Policy Number Finance Revenue Code TOTAL: $0.00 PERMIT NO ENC2017-0017 DATE lSSUED:(JC- 1/ ,2A)17. EXPIRAT J N DATE: Lc- II, 2-oil BY: _21 • WORK IN 'PECTED BY IPERMIT COMPLETION DATE: *If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the CityCouncil. • C&tr 4 4 a" PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: [December 8 Iract No: I Project Name: [acj9.LaQuinta Potholing Vicinity:Ave 48 between Adams Stand Dune Palms Rd Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) Exploratory !iY 1 Ipotholing to determine and find exact location and depth of utilities I Description of Construction (i.e.: See Plan Set No. 01234) XploratoPj utility potholing 1 in 3 locations in the city ROW- 1'xl' potholes Dimension of Installation or Removal: iNothing bein g removed; nothing being installed j .1 Approximate Construction Start Date: IDecember 18, 2017 Approximate Construction Completion Date: [Qikcember 20,2017 : Estimated Construction Cost: $[5,000.00 T] 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: IBrian Korcok IPhone Number-1760.398.2661 I Name of Applicant/Owner: ICoachella Valley Water District Applicant Address: [75515 Hovley Lane East 1 Applicant Telephone Number: [760.398.2661 ext. 2510 I Applicant E-mail Address:I&cokcvwd.org I Name of Contractor: IUnderground Solutions, Inc. I Contractor Address: 1120 N Andreasen Dr, Escondido, CA 92029 Contractor Telephone Number: I70.294.9449 Contractor State License Number: 1826001 A Contractor City Business License Number: ILlC-763550 Contractor E-mail Address:Ivinced@usipothole.com 100, A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED ,plicant or Contractor General Liability Insurance Company: urn & Forster Specialty Insurance ,nlicant or Contractor General Liability Insurance Policy Number: Office Use Only: Inspection Fee: Permit Fee: As-Built Deposit:________________________________________ Dust Control Deposit:___________________ Credit Amount: TOTAL FEE DUE: urlveluneckllsls - l-orms & #kDDIIcatIon Aoolication Office Use Only: Assigned Permit Number: Approval Date: Expiration Date: Issue Date: Administrative Authority: AmvYu S From: Vince Dominguez <vinced@usipothole.com> Sent: Monday, December 11, 2017 12:08 PM. To: Amy Vu . Subject: Permit application. Good afternoon Amy, CVWD is ok with being the applicant to avoid the fee. The information is: Brian Korcok, Senior lirigation Engineer . 75515 Hovley Lane East S • • Palm Desert, CA 92236. • . • • Phone: (760)398-2661. extension 2510 • • . • • Email: bkorcok?cvwd.org • S • • • Did I hear you correctly that the permit will be ready today? I need to check the job site anyways, so I will come . right now to pickup the. permit and check the job site.. Please let me know as soon as you can, I will try calling you again. . • S • . • Vince Sent from my iPhone S S . . • 1 •• . :4 "l 1 Untitled Map - - - Legend * ' Write a descripti on for your map ) - / T t tv -F77 JA - N. tI -r------ -e WrIf 40 74 i4 '54 in - - -- IFA "V 01 ji 44 Aw JL Ic AV iv X0 Ae 44 t ' / I i / r 1Untitled $4 ¶ Tt . Write a description for your map. 40 * * * I, Legend I I S C ;vZI# I J Jr1I1 r) AdkW Amok SO fa, -- - low __ iJI T 44 4' — V B 1, -- RESTRAINED JOINTS i I!!J4 Ifr EXISTINGGRUNDSURFACtOER T- AL EXISTING BLOCK NONP TABLE WATER PIPI ctNE 6O - j — I I — WALL PROPOSEI I --H-1 . II.1 . METER VA CCVW IPEW ,' ------L CENTE 43 UNDER AL. FOOTING IN FM SCALE COACHELLA VALLEY WATER DISTRICT / - I f f +0.0029 117o.00 LF / J H 50 3B Z f___IT._;__ 50 H Hj t11_r__t_Ti 25.9 LF 10 LF 4- 5.0( IF 1729I N oOO— 41O t 71 LF LJ ( PROPOSED 12 PVC C900 I H S--O.1818— V S-+02267 (0R18) NON-POTABLE WATER tj 5.50 LF i l I PIPELINE \O — H H H t+ H iit: Fl -dLl- L i 'II - 1 ~ >cz II DZ ° eh v rI ' ¶>o Jl1 I I4ORIZ 1-40 18 - - 10 11 12 13 14 15 (D EASEMENTS: rOTs. -AU III, 2'Aol I LI AOl I I L_J1 tioi I o ii j t 5 o' , - .., . - - ( / 1. 20' EASEMENT FOR MEANDERING SIDEWALKS AND LANDSCAPE PURPOSES IN FAVOR OF THE CITY OF LA QUINTA. — . I 2. 10 DRAINAGE EASEMENT. I ; i N'.. 3. EASEMENT FOR DOMESTIC WATER AND SANITATION PURPOSES IN FAVOR OF c'ASC TS I :RE. / ---..: -• N.2197875.09 E.6551878.24 - - O I ALL I R vAL - .: • 01 - / C.V.W.D. DRAWING APPROVAL DATE .1' 10• 7•• U — ( 01 PROJECT DOMM DWG. _____ H I I I I II I NDSC \ I — RS DATE N AVENUE 48 RANCHO 3 3 GRAPH! DRIVE 11144 CSALE PER CVWD DWG. BASIS OF BEARINGS: EIENCHWARK: TH CITY Of LA QUIWTA CDUNTY OF RNEFWE, STATE OF CALIFORNIA SHEET Di ]Engineering Considtants DES" N/A IZANC" LA QUINTA GOLF COURSE CONNECTION PROJECT DIAL TOLL FREE iiiiiiiiiTi 3602 1Jn1v0r80y Av8880 . Rivor8id8, CA 92501 SS PLAN AND PROFILE www.kgd81W'l8Ofl .951 684.6900 TMW STA.10+00.0± TO STA.15+05.0± O ° SHEETS APPROVED RE CHECKED HIl , 324-33.2 1 BIDESOIOL*W S( 1001 GE SC94E CALJCWII# SYNI REVISIONS DATE BY REGISTERED ENGINEER No, DATE::__::::SAN L LOCATED WITHIN 32_ TOWNSHIP 5 SOUTH , RANGE 7 EAST. 588 PROJECT No PRELIMINARY 12/01/17 DRAWING No. 32 ,Vork Area Traffic Lontro Handbook Mid Block Left Lane Closure W20-1 i W4-2 (LT) C20 (LT) W20-1 NOT TO SCALE TEMPORARY TRAFFIC CONTROL PLAN DIMENSION GUIDELINES SPEED I Dimension Dimension i Dimension Dimension Dimension MAXiMUM MAXiMUM MAXIMUM MPH WE/C L L,2 LU 'E' CHANNELIZER CHANNELIZER CHANNELIZER (2) ADVANCE MERGING SHIFTING MINIMUM BUFFER SPACE (4-A) TAPER SPACING TANGENT CONFLICT WARNING SIGN I TAPER TAPER LENGTH SHOULDER and (3) SPACING SPACING SPACING (5) LENGTH TAPER FLAGGER STATION (3) (6) STOPPING SIGHT DISTANCE (4-6) (0%) (-3%) (-6%) MPH Ft ft ft ft ft ft ______ 25 100 125T 55 45 (155) (160) (165) 25 50 12 304 250 180T 90 60 - (200) (205) (215) 30 60 15 35 250 245 T 125 85 1 (250)(260)(275) 35 70 17 40 1 250 320 160 110 305)(315)(335) 1 40 80 20 45 350 1 540 180 360)(380)(400) 45 90 22 50 350 600 ~300 200 (425)(450)(475) 1 50 100 25 55, 500 860 330 j 220 (495)(520)(555) 50 100 25 30 500 720 360 240 (570)(600)(640) 50 100 25 85 500 780 390 1 260 (645) (685) (730) 50 100 25 2( Posted Speed or observed operating speed whichever is greater) C1ww'reIize spe raII be reducerS irs rail at areas awere oek tatcr53 iv-eO Yr areee of Bead-or udoftioL 13) (4-A) Buffer space may be inserted in ow-speed urban areas and should be nserteo or higo-speed urban and rural areas Sign spacing rr rural areas shoula Se 500 1 (5) 46 Work Area Traffic Control Handbook Work Area Traffic Control Handbook 47 Left Lane Closure on Far Side of Intersection (Low Speed) (Opoofla (optional) C30 Left Lane Closure on Far Side of Intersection (High Speed) __ I (optional) ROAD Vm G20-2 (optional) 030 W20-1 I- A V120-1 L Y 1 iV20-51 AHE LiFT LANE CLOiED AD HEAD W20-1 NOT TO SCALE CA MUTCD TA-25 (Modified) NOT TO SCALE City Of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC20I7-0017 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 (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 detáurs 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: RI NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. Z 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 value of not less than ( N/A ) and in conformance with the. City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ED 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. 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. D 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 ( N/A ) of class C 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. RIO 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 qonduct in this area during the pericd 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. Z RI2 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. 0 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. RI4 LIMIT OF EXCAVATIONS: Excavations shall be limited to one-thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be property 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. 0 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 byan approved sand or gravel. RIG 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. 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 (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 two inches (21 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. D 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. ENC2017-0017 Potholing for CVWD Rancho La Quinta Golf Course Connection Project / Ave 48 Between Adams St and Dune Palms Rd 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 § 1part), 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. All landscaping, irrigation, decorative rock, decorative concrete; sidewalk, lighting, etc., shall be replaced to its original condition. S 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. S 5. 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. 1.1 Underground Solutions Inc. (Vince Dominguez), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Pursuant to Section 6.08.050 of th 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 3Q: Monday-Friday 6:00 a.m. to 7:00 p.m. Satuiday 8:00 à.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 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. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. Special Conditions Page I 0f4 PERMIT NO. ENC2017-0017 Potholing for CVWD Rancho La Quinta Golf Course Connection Project / Ave 48 Between Adams St and Dune Palms Rd 10. The permittee must compact any disturbed soil within the paved right of way back to its original condition or compact to a minimum density of 95% based on ASTM Dl 557 and be placed while the soil is at +1- 2% of optimum moisture, which ever compacting effort produces the greatest density. ii. Any asphalt removed during potholing shall be replaced with City approved mix asphalt or equivalent. Temporary (Cold Patch) is not acceptable as an approved asphalt mix. The asphalt shall have a thickness equivalent or greater than the removed asphalt thickness and shall obtain a density of 95% or greater based on maximum density obtained by the AS1'M Marshall Mix Design Method. 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. 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). 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 § 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. Prior-to excavating, if required, the 1ermittee 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. 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. • Special Conditions Page 2 of 4 PERMIT NO. ENC2017-0017 Potholing for CVWD Rancho La Quinta Golf Course Connection Project / Ave 48 Between Adams St and Dune Palms Rd 17. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO "A Policy on Geometric Design of Highways and Streets, 5 Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 18. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random pothole backfill compaction and testing if requested by the inspector. 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. 19. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 20. 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 21. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin on 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. 22. 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. - 23. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of Possible traffic delays Time of construction Alternate routes. The message board shall be provided for the commuters 48 hàurs prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. Special Conditions Page 3 of 4 PERMIT NO. ENC2017-0017 Potholing for CVWD Rancho La Quinta Golf Course Connection Project / Ave 48 Between Adams St and Dune Palms Rd 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. 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 consfruction 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. S.. Special Conditions . S . . Page 4 of 4