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13080See below for Finance Revenue Codes c&ty/ 4 4 0IOU ENCROACHMENT PERMIT 017 PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 8/15/2013 LOCATION OF CONSTRUCTION: Old Town Artisan Studio; 51105 Avenida Villa (Front, Back, and Alley) PURPOSE OF CONSTRUCTION: New Pipe for Verizon DESCRIPTION OF CONSTRUCTION: Bore in New Pipe from Verizon Box in Front to Back of Building201; DIMENSION OF INSTALLATION OR REMOVAL: APPROXIMATE TIME WHEN WORK WILL BEGIN: 8/16/2013 TIME OF COMPLETION: 8/2672013 F/tVAti/� A QUINTq �IVCEDEP7.- _ ESTIMATED CONSTRUCTION COST: $2,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction 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 occuring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of thWSignature Applicant orent Pauley Construction - John Pomroy 2021 W Melinda Lane, Phoenix, AZ 85027 Name of Applicant Business Address Pauley Construction - John Pomroy Name of Contractor and Job Foreman 689723 Contractor's License Number Liberty Mutual Fire Insurance Company Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I 81531 Industrial Place #B, Indio, CA 92201 Business Address Finance Revenue Code Inspection Fee EE=1 $0.00 Permit Fee EE=1 $1,645.00 As -Built Deposit E-A 0.00 Cash Deposit -Surety Bond, EE=B $0.00 if required TOTAL – — 1645.00 f —J (760) 285-6405 Telephone No (760) 285-6405 Telephone No. 10025 City Business License No TB2631004260013 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 13080 I DATE ISSUED: 8• /q-�S' EXPI A ATE: '•� /9•• /y BY: WORK INSPECTED BY":Y PERMIT COMPLETION DATE*: If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council_ q �zck� T-- -�dwv City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 13080 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.- PROTECTION bove: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 noted prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A " ) inches of ( *' N/A ** ) aggregate sub -base course having an "R" value of not less than ( *' N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 '/s') of A.C. paving on (*' N/A ") of class ('* N/A *' ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. Citv of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ® R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ❑ R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO. 13080 Pauley Construction — Old Town Artisan Studio/ Bore in New Pipe for Verizon / 51105 Avenida Villa Front, Back, and Alley In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications for Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. 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. 4. Pauley Construction (John Pomroy), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. This permit is for the proposed conduit for Verizon to be installed within the R/W only. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Civil Engineer) of the private land owner whom is being encroached upon. 7. 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 improvement plan requirements as required by the City Engineer. 8. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday , 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (i.e. any 4 lane street) before 8:00 a.m. Special Conditions Page 1 of 6 PERMIT NO. 13080 Pauley Construction — Old Town Artisan Studio/ Bore in New Pipe for Verizon / 51105 Avenida Villa Front, Back, and Alley 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 Technician at (760) 250-0571 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 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. 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. The permittee and/or contractor shall provide- surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 13. 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. 14. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes Special Conditions Page 2 of 6 PERMIT NO. 13080 Pauley Construction — Old Town Artisan Studio/ Bore in New Pipe for Verizon / 51105 Avenida Villa Front, Back, and Alley 15. Any land on which Williamson Act contracts apply shall remain undisturbed. 16. 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. 17. 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. 18. . 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. 19. 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`h Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 20. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Civil 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. 21. 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. 22. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number Special Conditions Page 3 of 6 PERMIT NO. 13080 Pauley Construction — Old Town Artisan Studio/ Bore in New Pipe for Verizon / 51105 Avenida Villa Front, Back, and Alley 23. 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. 24. 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. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer II. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 25. 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. 26. 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. 27. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (O'rdinance 10 § 1 (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: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. Special Conditions Page 4 of 6 PERMIT NO. 13080 Pauley Construction — Old Town Artisan Studio/ Bore in New Pipe for Verizon / 51105 Avenida Villa Front, Back, and Alley B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 28. 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. 29. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. 30. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 5 of PERMIT NO. 13080 Pauley Construction — Old Town Artisan Studio/ Bore in New Pipe for Verizon / 51105 Avenida Villa Front, Back, and Alley 31. 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. 32. 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. 33. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 34. 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. 35. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6 NOTES: See Revised Standard Plan RSP T9 for tables. Use cone spacing X for. taper segment, Y for tangent segment or 2 for RE61STERED CIVIL ENOINEEn .„Lss,ey conflict Situations, as approriate, per Table 1, unless X, Y, or 2 cone I—pa spacing is shown on this Sheet. April 19, 2013 Mvllor Unless otherwise specified in the special provisions, all temporary PUN S nPPROvnL 0,TE C4EB15 U warning signs shall have black legend on fluorescent orange boCkgrouna. p��rLlP.wi av-rrrirres 'M is sw�I ..a er ersiuve�r rax California Codes are designated by (CA). Otherwise, Federal (MUTCD) Codes rw /e�uKr nv rtwYrlrwif o'sravwe are shown. ia^iii avis x.. swrr. TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL TO ACCOMPANY PLANS DATED C 311CA)SEE NOTE 1 SEE NOTE 1 SEE NOTES 1 AND 3 TRAFFIC W3-4 C9A(CA) W20-4 W20-1 CONTROL WAITAID BE ROAD PARE FOLLOW 70 R30 NOPoc SEE NOTE 2 PILOT CAR TO Alta MEAD G20-2 TOP ff SEE NOTE B A❑ C29(CA O A❑ O © • SEE NOTE 6 29( FT SEE NOTES CONE 5 ACI G I • 1 AND 9 S A L 1 . .' NOTES 4 AND 5 - - - A/2I A/2 B I C SEE TABLE 2 ADVANCE WARNING SIGN DISTANCE SEE TABLE 3 SEE NOTE 10 777 •—• • T • f—• • T • •—• • T T • �• • CATE CONES ADVANCE WARNING SIGN DISTANCE SEE TABLE 3 P K A • 0 • _A • . C B A/2 A/2 50' 70 Ion 'ROAD D[ \9A(CAI \3-4 SEElox NOTE 6 r - AHEAD atf1D • G20-2 ❑ ❑A' 1>0 ANEDSEE NOTE 2 W20-1 W20-4 EE NOTE 10 SEE NOTESSEE NOTE 1 ❑A ❑B SIGN PANEL SIZE (Mini LEGEND 1 AND 3 C291CAI SEE NOTE 1 C301CA) xXX T SEE NOTES SEE NOTE 7 �A 48” x 48" • TRAFFIC CONE ❑1 AND 9 E B❑ 30" x 10" TEMPORARY TRAFFIC CONTROL SIGN NOTES: © 36" x 18" PORTABLE FLASHING BEACON 1. Each advance warning sign in each direction of travel 6. Additional advance flaggers may De requiretl. Flogger 36" x 42" • IS De equippetl with at least two flags for daytime ShOultl 9tantl in a cons piaUaU$ place. be vi SibIs to E� 20". 7" '1■T1+ FLACGER Closure. Each flag shall be at least 16' x 16" in size Opprooching traffic as veil Os approaching veni0les and shall be orange or fluorescent red-orange in color. after the IF ret vehicle hos atoppetl. During the hours Flashing beacons shall be placed at the locations of darkness, the flagging'stotion and flogger shall De intlicdred for lane closure during hours of tlarkness. illuminated antl clearly v stole to approaching tofflc. The illumination footprint of the lighting on the ground 2. A G20-2 "END ROAD WORK" p sign, as appropriate, shall be placed shobe at least 20' in diameter. Place a minimum of at the antl of the lane control unless the end of work four cones at 50 intervals In advance of flogger area is obvious, or ends within a larger project's limits. station as shown. ' STATE OF CALIFORNIA 3. if the W20-1 sign w Icl follow within 2000'of a stationary 7. Place C30(CA)"LANE CLOSED" sign at 500' to 1000' intervals DEPARTMENT OF TRANSPORTATION W20-1 or G20-1 ROAD WORK NEXT MILES", use a W20-4 throughout extentled work areas. They are optional if sign for the first advance warning sign. +he work area is visible from the flogger station. TRAFFIC. CONTROL SYSTEM 4. tlAll cones arkness shallll berlone fitted withrretroref9ectivee borndsflor S. When o allot car is used, place a block legend o w CONTROL-WAIT F O R LANE C L O S U R E O N AND FOLLOW PILOT CAR" sign with C37 Iegentl FF white CONTROL-WAIT OL-WAIT ntl sleeves) as specified in the specifications. at all intersections, driveways and alleys without a flaggef within traffic control area. Signs shall be clean and visible at T W O LANE CONVENTIONAL 5. Portable delineators, placed at one-half the ipacin all times. Where traffic can not be effectively self-regulated, indicated for traffic cones, may be used instead 0 0t least one flogger shall be used at each intersection within HIGHWAYS cones for daytime closures only. traffic control area. 9. An optional C29(CAI sign may be plocetl below the C9A(CAI sign. NO SCALE 10. Either traffic cones or barricadesshall be placed on the RSP T13 DATED APRIL 19, 2013 SUPERSEDES STANDARD PLAN T13 toper. Barricades shall be Type 1, R, or M. DATED MAY 20, 2011 - PAGE 241 OF THE STANDARD PLANS BOOK DATED 2010. REVISED STANDARD PLAN RSP T13 r WI TABLE 1 TAPER LENGTH CRITERIA AND CHANNELIZING DEVICE SPACING MINIMUM TAPER LENGTH w MAXIMUM CHANNELIZING DEVICE SPACING FOR WIDTH OF OFFSET 12 FEET (W) SPEED x Y Z" (5) TANGENT MERGING SHIFTING SHOULDER 2L L L/2 L/3 TAPER TANGENT CONFLICT mph ft ft ft ft ft fi ft 20 160 BD 40 27 20 40 10 65 70 * - For other offsets, use the following merging toper length formula for L: For speed of 40 mph or less, L W52/60 For speetl of 45 mph or more, L = W5 Where: L = Toper length in feet W = Width of offset in feet 5 = Posted speed limit, off-peak 85th -percentile speetl prior to work starting, or the anticipated operoting speetl in mph *W - Use for taper and tangent sections where there are no pavement markings or where there is a conflict between existing povement markings and channelizers (CA). TABLE 2 BUFFER SPACE AND TATION SPACING DOWNGRADE Nin D *** SPEED* I Min D** * - Speed is posted speed limit, off-peak 05th -percentile speedprior to work starting, or the anticipated operating speed in mph ** - Longitudinal Duffer apace or flogger station spacing w*W - Use on sustained downgrade steeper than -3 percent and longer than 1 mile. fA^,lf �'% pr�SYl,K35 O' Y�N(A TO ACCOMPANY PLANS DATED . TABLE 3 ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS" ROAD TYPE Ag C ft ft ft URBAN - 25 mph OR LESS 100 100i00 100 URBAN - MORE THAN 25 mpn TO 40 mph 250 50 2 URBAN - MORE THAN 40 mph 350 350 350 * - The distances are approximate, ore Intended for guidance purposesonly, and should be applied with engineering judgment. These distances should be adjusted by the Engineer for field conditions, if necessary, by increasing or decreasing the recommmended distance S. • STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON FREEWAYS AND EXPRESSWAYS NO SCALE RSP T9 DATED APRIL 19, 2013 SUPPLEMENTS THE STANDARD PLANS BOOK DATED 2010. REVISED STANDARD PLAN RSP T9 J , I See below for Finance Revenue Codes 0 4 cu etP aw ENCROACHMENT PERMIT va s® PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 8/15/2013 LOCATION OF CONSTRUCTION: Old Town Artisan Studio; 51105 Avenida Villa (Front, Back, and Alli PURPOSE OF CONSTRUCTION: New Pipe for Verizon DESCRIPTION OF CONSTRUCTION: Bore in New Pipe from Verizon Box in Front to Back of Building DIMENSION OF INSTALLATION OR REMOVAL: APPROXIMATE TIME WHEN WORK WILL BEGIN: 8/16/2013 TIME OF COMPLETION: 8/26/2093 F►NANCeQU11yTA ESTIMATED CONSTRUCTION COST: $2,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction 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 occuring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this worA n , / Pauley Construction - John Pomroy Name of Applicant Pauley Construction - John Pomroy Name of Contractor and Job Foreman 689723 Contractor's License Number ignature of Applicant or 2021 W Melinda Lane, Phoenix, AZ 85027 Business Address 81531 Industrial Place #B, Indio, CA 92201 Business Address (760) 285-6405 Telephone No (760) 285-6405 Telephone No. 10025 City Business License No Liberty Mutual Fire Insurance Company TB2631004260013 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee EE=1 $0.00 Permit Fee EE=1 $1,645.00 As -Built Deposit E-A 0.00 Cash Deposit -Surety Bond, EE=6 $0.00 if required TOTAL $1,645.00 Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 13080 DATE ISSUED: EXPI A ATE: BY: WORK INSPECTED BY*: PERMIT COMPLETION DATE*: If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. N Date: Tihf 4 4gabrw PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Tract No: Project Name: Vicinity: / = 4VFJV L )-4 V / (-(,4 F"AIZ l MOSE C Kkl b X Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) Z 6 Z bAl Description of Construction (i.e.: See Plan Set No. 01234) 23704 C_ f iU A/GIJ �� ►�� oM V'Z T3ox ,7 r -,v FX6AIi SACK of 3U)e-b IG Dimension of Installation or Removal: Approximate Construction Start Date: F—IL —,1_3 Approximate. Construction Completion Date: 6-- Z (0-1 �? Estimated Construction Cost: $ - 4006 00pZ 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: Name of Applicant/Owner: Applicant Address: S Applicant Telephone Number: Applicant E-mail Address: : -.-J Name of Contractor: Contractor Address: Phone Number: 7i„ Gc/U v I&. Contractor Telephone Number: ?(, 0 —ZSS—G Contractor State License Number: .4 i 0 -7Z3 E>(P Contractor City Business License Number: 10 Z Contractor E-mail Address: J fom /&L o, tlji ,cvi'_ • l Om ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED t Applicant or Contractor General Liability Insurance Company: l - HM4YL^ ( Fi0'2 T'VI5WM" ce. Cvn�oqjt!:3 Applicant or Contra or General Liability Insurance Policy Number: Tl3 2.6 3 I d ,Q, Office Use Only: �31$,561 � OfOffice Use Only: R�j t Inspection Fee: • Assigned Permit Number: I ?,n 8 O -ZQ' Permit Fee: JJ0O Approval Date: . 1V k)4T As -Built , Expiration Deposit: Date: Dust. Control Issue Deposit: Date: Credit Amount Administrative Authority: TOTAL FEE DUE:�� rive ec is s — orms & 77pplications/ApplicatiorMor Permit pose8-Ztj-UU Permit application submittal requirements: 1. Application completely filled out with the following items attached a. Ensure there's a City Business License # on application 2. Current Certificate of Liability Insurance • City of La Quinta as additional insured with endorsement if work is being done in the public right of way 3. Traffic Control Plan if there are lanes on public streets being closed a. Traffic Control plan must be stamped by a Civil or Traffic Engineer or; b. Applicable traffic control plan from 2012 WATCH Manual or 2012 California MUTCD. 4. Project cost estimate breakdown based on approved plan either from Engineer of Record or Contractor 5. Bonds or cash deposits may be required for grading, off-site improvements, and/or dust control 8112113 My CompanyVlew M ai I - U SAS EM LCFM 2013108/12 #l00502A A32240470-OOA NORM NEW C ma Pomroy, John �jpomroy@pauleyc.com> USAS EMLCFM 2013/08/12 #00502A A32240470-OOA NORM NEW 1 message noreply@digalert.org <noreply@digalert.org> Mon, Aug 12, 2013 at 9:59 AM To: JPOMROY@pauleyc.com EMLCFM 00502A USAS 08/12/13 09:59:31 A32240470-OOA NORM NEW GRID Thank you for calling Underground Service Alert of Southern California. This is an automatically generated confirmation of your DigAlert. For your safety, please respect and protect the marks, and excavate carefully around the marked utility lines. This email comes from an automated program that is NOT MONITORED. DO NOT REPLY BACK TO THIS EMAIL. Ticket : A32240470 Date: 08/12/13 Time: 09:52 Oper: KKP Chan: 100 Old Tkt: A32240470 Date: 08/12/13 Time: 09:58 Oper: KKP Revision: OOA Company: PAULEY CONSTRUCTION Caller: JOHN POMROY Co Addr: 81529 INDUSTRIAL PL CitySSt: INDIO, CA Zip: 92201 Phone: 760-285-6405 Ext: Call back: ANYTIME Formn: JOHN POMROY Email: JPOMROY MULEYC.COM State: CA County: RIVERSIDE Place: LA QUINTA Delineated: Y Delineated Method: WHITEPAINT Address: 51105 Street:AVENIDA VILLA X/ST 1 : CALLE TAMPICO MPM 1: MPM 2: Locat: STARTING AT N/E SIDE OF BUILDING CONT S/FOR APPROXIMATELY 70 FEET AT THAT POINT CONT W/FOR APPROXIMATELY 100 FEET, AT THAT POINT CONT N/E FOR APPROX 80 FEET TO UTIL ROOM (CALLER STATES WORK GOES INTO ALLEY ON S/SIDE OF PROP) Excav Enters Into St/Sidewalk: Y Grids: 0849FO71 Lat/Long 33.677650/-116.306325 33.677742/-116.305038 33.676722/-116.306259-33.676813/-116.304972 Caller GPS: Boring: Y Explosives: N Vacuum: N Re -Mark: N Work : INSTALL NEW PHONE LINE Wkend: N Night: N Work date: 08/14/13 Time: 09:53 Priority: 2 Instruct MARK BY Permit: NOT AVAILABLE Done for VERIZON Tkt Exp: 09/09/13 Mbrs CVW85 COACHELLA VLY WTR-DIST-W,S,IR CONTROL OPERATOR 760-398-2651x2300 IID02 IMPERIAL IRRIGATION - IRRIG IID PERSONNEL 760-482-3300 LAQ01 C/OF LA QUINTA-ST DR,TRAF,ST C/OF LA QUINTA 760-275-2789 SCG10G SC GAS - PALM DESERT MARGARITO DOMINGUEZ 800-423-1391 UTWCPD UTILIQUEST 4 TWC PALM DESERT RAY CARRILLO 760-250-6941 UVZINDIO UTILIQUEST/VERIZON - INDIO Not available 800-837-4966 https:llmail.google.dom/maillcalLdOl?ui=28 k--d8a86c53748Hew=pt&search=inbox&th=1407377e8fCal6e8 1l1 IU+UU II+UU IL+UU L5+UU I4+UU 15+00 AVENIDA MARTINEZ r -r .T. AVENIDA MENDOZA AVENIDA VILLA SCALE 1"=40' 1-BDD-227-2600 rrs rl¢ uw 1 F.Vt AT 1E.lST rAo qAl BD'gTE TO EYO "N OAR PRxR Ydl DIC I � TGVAl.6 LRmERataWD SLAMGE µDR wuoml EAIraAAA ' R/W . CONST2UCTON NOTES , RENOK EmSTRw PAKAIENT. CONSTRUCTS C OVER .0' CRULLD AO GATE BASE 1 �oNsmucr Pu afire a alrrER TrPE A -a PER caavrr or R.ERsmE s% ta. soo. . AND PER —.1 -D- OX TKSE RAN3 0 CONSTRUCT PCC gross 0? Alm SPANDREL PER Ca.TY OF RNERSmE SrArm4RD ORA— NO. 20e. a' W= —ESS -WISE SNOWN OS CONSTRUCT PCC ACCESS RAA# PER COUNTY OF RNERSOE Sm N0. 001 �COVSTRUCT 1• PCC $mEwALN PER -7 OF RP/fRSDF am NO. +00 a AOL O� ATISOC®gRVEWAA pAW PER CgpTY OF RIVFRSOF Sm 40T, gC0 STRUCT CURB PAET GTCH BABn PEA COwTY OF RrvDr141E Sm ND. 100 a JOO/A CONSTRUCT 1OCAL OEw E$s PER COUNTY OF RIVERSmE Sro N0. 1x CASE ' •Z Alm @CONSTRUCT RY R.CP. 1200040 STORY 40A. tOi CONSTRUCT t R..A 1200040 STORY ORA.. , CONSTRUCT 2t R.CP. 1200040 STORY ORA. CONSTRUCT .TORY ORA. AMm c PEA Rm-w COwTY MOOD CONTROL SIO MAWAW YH 2S O ADJUST ExL — WATER wIcI! D BOx TO OAAOE @AWIST EATST W4TER VALK TO GRAac AOAIST EXIST SEWER AULWIOLE OP O.EANOYI FRdIL a COVER TO (RALE. RELOCATE E T.O — sBI v PROPOSCD Clore. RELOGTE OR REYOK Exlsr.0 TREE TO — L.E. DR BETAMLI . PROPOSED CNA, PER .T EN@EER. _ R0.0GTE EM — A-- 9DAW0 CORB PEA AFTER CONSTRUCTM K COAmLETE ® PROTECT EmSTBIc -TY .PLACE O SAWCUT EYISTOIO - SCALE CONSTRUCT 10• P.GP. 1200001 STORY ORA. ALLEY "B"NORTH OF AVENIDA MONTEZUMA �REAmK C ---9l . �IT . ORA. ® CONSTRUCT 1r, Ac OVER DIY CRUSHED AaOPE04TE BASE. R/W ®RROGTE CnSTING PONFN POLE BY LL0. © RELOCATE EJ04Nm FRE HYDRANT TO A PDSIBON B—D PROPOSED CURB. ® WATlA AM— A/m BACN FLOW PREVENTER TO BE RELOCATED TO A PER R.C. sm MAN 100, YODFw AS SHOWN ALLEY 'B' STA. 10+00.00 TO STA. 15+10.01 Poe to scmA -RECOWYDOM TOR Ap"'DVIL DATE APPR DATE TRE D4110 OESCWnON Ott 0 TExFD BY: -m00 OE9CNE0 "-.DSl*" DRAWN BY: DiNSTER OIEMED BY:C 00ER DALE SEAL " CURB CURVE DATA . ft— mmm PRaPosm ane eY CvwO. ® RELOCATE ExKT.O WATER VALKS a .0GATION LOSS �{ •! :: f-.�;ii„i BDIDm PROPOSED a.e 0R R/W I •.• •ii2il - ®RLl— C=TOIG FENCE TO -r a WAY L0E NO. DELTA RADIUS LENGTH TANGENT ® ADAIST EX6TW0 TE1EWmAE YAYIOId r a COVER r0 GRADE. REDWOOD ER WILN 'O' ttwlrRLcr P.cc ana a D Tr •c I 90.02'54' 10.00' 15.72' GW�'�P., .�-�_C��x��}®_ ®_�_ ��_�_�_��^'�,r— �®_�m�—�_.��G��i�C 69'57'06" 10.00' 15.70' �®QaSi�'�CIaC^ "'•"��_^^�� RIM 3 28.36.21' 68.00'' 1 33.95' 17,34' 4 58'36'21' I0.00' 1.10.23' 3.61' CHRIS A. VOGT oF RIVERsIOE sm ND. m. - - G.l rmerv,rT W .•, . - _ Laa P.WI DarA : x/xxpa -� ALLEY BF PLAWPREPARED UNDER SUPERVISION OF: SCALE AS SHOWN BENCH MARK: P. 0. 103-3-70 ELEVATION 40.110 EMEN ��_��C®�6�1�^��.�®. TOP OF 1-1/2' I.P., UP 0.20', 350' NORTH OF C.C.L.OF AVENUE 52, 30' DATE DEC. 1999 FOR �R_�Q= � ELDON K. DATE: EAST OF C. L. OF WASHINGTON ST., 6' SOUTH OF POWER POLE #989270 ��®I��. lm��)�_ ^^��®®� C>a®zeR,• �^��^^® Im ��®��>��mm�� 1MS®�>a a —= 1�17�Q�–!'E®^� ®� ®off®iscm_ __ —� l.��e�e_®— �aL®......,�—��_� -- =o�En= IU+UU II+UU IL+UU L5+UU I4+UU 15+00 AVENIDA MARTINEZ r -r .T. AVENIDA MENDOZA AVENIDA VILLA SCALE 1"=40' 1-BDD-227-2600 rrs rl¢ uw 1 F.Vt AT 1E.lST rAo qAl BD'gTE TO EYO "N OAR PRxR Ydl DIC I � TGVAl.6 LRmERataWD SLAMGE µDR wuoml EAIraAAA ' R/W . CONST2UCTON NOTES , RENOK EmSTRw PAKAIENT. CONSTRUCTS C OVER .0' CRULLD AO GATE BASE 1 �oNsmucr Pu afire a alrrER TrPE A -a PER caavrr or R.ERsmE s% ta. soo. . AND PER —.1 -D- OX TKSE RAN3 0 CONSTRUCT PCC gross 0? Alm SPANDREL PER Ca.TY OF RNERSmE SrArm4RD ORA— NO. 20e. a' W= —ESS -WISE SNOWN OS CONSTRUCT PCC ACCESS RAA# PER COUNTY OF RNERSOE Sm N0. 001 �COVSTRUCT 1• PCC $mEwALN PER -7 OF RP/fRSDF am NO. +00 a AOL O� ATISOC®gRVEWAA pAW PER CgpTY OF RIVFRSOF Sm 40T, gC0 STRUCT CURB PAET GTCH BABn PEA COwTY OF RrvDr141E Sm ND. 100 a JOO/A CONSTRUCT 1OCAL OEw E$s PER COUNTY OF RIVERSmE Sro N0. 1x CASE ' •Z Alm @CONSTRUCT RY R.CP. 1200040 STORY 40A. tOi CONSTRUCT t R..A 1200040 STORY ORA.. , CONSTRUCT 2t R.CP. 1200040 STORY ORA. CONSTRUCT .TORY ORA. AMm c PEA Rm-w COwTY MOOD CONTROL SIO MAWAW YH 2S O ADJUST ExL — WATER wIcI! D BOx TO OAAOE @AWIST EATST W4TER VALK TO GRAac AOAIST EXIST SEWER AULWIOLE OP O.EANOYI FRdIL a COVER TO (RALE. RELOCATE E T.O — sBI v PROPOSCD Clore. RELOGTE OR REYOK Exlsr.0 TREE TO — L.E. DR BETAMLI . PROPOSED CNA, PER .T EN@EER. _ R0.0GTE EM — A-- 9DAW0 CORB PEA AFTER CONSTRUCTM K COAmLETE ® PROTECT EmSTBIc -TY .PLACE O SAWCUT EYISTOIO - SCALE CONSTRUCT 10• P.GP. 1200001 STORY ORA. ALLEY "B"NORTH OF AVENIDA MONTEZUMA �REAmK C ---9l . �IT . ORA. ® CONSTRUCT 1r, Ac OVER DIY CRUSHED AaOPE04TE BASE. R/W ®RROGTE CnSTING PONFN POLE BY LL0. © RELOCATE EJ04Nm FRE HYDRANT TO A PDSIBON B—D PROPOSED CURB. ® WATlA AM— A/m BACN FLOW PREVENTER TO BE RELOCATED TO A PER R.C. sm MAN 100, YODFw AS SHOWN ALLEY 'B' STA. 10+00.00 TO STA. 15+10.01 Poe to scmA -RECOWYDOM TOR Ap"'DVIL DATE APPR DATE TRE D4110 OESCWnON Ott 0 TExFD BY: -m00 OE9CNE0 "-.DSl*" DRAWN BY: DiNSTER OIEMED BY:C 00ER DALE SEAL " CURB CURVE DATA . ft— mmm PRaPosm ane eY CvwO. ® RELOCATE ExKT.O WATER VALKS a .0GATION LOSS �{ •! :: f-.�;ii„i BDIDm PROPOSED a.e 0R R/W I •.• •ii2il - ®RLl— C=TOIG FENCE TO -r a WAY L0E NO. DELTA RADIUS LENGTH TANGENT ® ADAIST EX6TW0 TE1EWmAE YAYIOId r a COVER r0 GRADE. REDWOOD ER WILN 'O' ttwlrRLcr P.cc ana a D Tr •c I 90.02'54' 10.00' 15.72' 10.01' w "TUBAL m nrP.l PER COUNTY OF RIVERS[E Sm Aw. 202 ©coNsrvucr a• v.cc TYPE v aATe - 2 69'57'06" 10.00' 15.70' 9.99' PER Dowry of mvrnsEE sro. ©CONSTRUCT CURB TRANSIRON PER COUNTY - 3 28.36.21' 68.00'' 1 33.95' 17,34' 4 58'36'21' I0.00' 1.10.23' 3.61' CHRIS A. VOGT oF RIVERsIOE sm ND. m. - - G.l rmerv,rT W .•, . . cm mmr e' PEA.ETER ITALL. ' . ® RELOCATE ExKT.O WATER VALKS a .0GATION LOSS �{ •! :: f-.�;ii„i BDIDm PROPOSED a.e 0R R/W I •.• •ii2il LPL �.ii N!i - ®SAW CYT EPSTNO WALK DRNF APPROACH OR BRITX PAVER; tF I " ro TMC LmTS MOWN ON MAN. i ( �CONSTRUCT CONCRCTE PAVER SmEWALX PER OETAE. ON HEFT 73 CONSrRUCT CONCRETE STREET P4VWS PER DETAS ON SPa£T SEAL APPROVED BY: DATE / To -lm ra. EOAW, Bla. ml Korve AnammBvlS OWD) m -ma pao) m -eon . Fm CITY'OF LA QUINTA, CA SHEET N0. RCE NO 442 EXP 06/30/01 Sow xA Nu 898160x0 1 Engineering xOwMNAAN: C\CmLNxmECTs\ STREET IMPROVEMENT PIAN 36 CHRIS A. VOGT _ - _ Laa P.WI DarA : x/xxpa -� ALLEY BF PLAWPREPARED UNDER SUPERVISION OF: SCALE AS SHOWN BENCH MARK: P. 0. 103-3-70 ELEVATION 40.110 OF 46 SHEETS ASSESSMENT DISTRICT TOP OF 1-1/2' I.P., UP 0.20', 350' NORTH OF C.C.L.OF AVENUE 52, 30' DATE DEC. 1999 FOR FILE NO. ELDON K. DATE: EAST OF C. L. OF WASHINGTON ST., 6' SOUTH OF POWER POLE #989270 R.C.E: 23551 EXP. DATE: 12-31-01 THE CITY -OF LA QUINTA CA City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 13080 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is.marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( `* N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A *` ) aggregate sub -base course having an •'R".value of not less than ( ** N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%d') to one foot (1'). . ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 '/Y°) of A.C. paving on (*` N/A *") of class (*` N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ® R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ❑ R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO. 13080 Pauley Construction — Old Town Artisan Studio/ Bore in New Pipe for Verizon / 51105 Avenida Villa Front, Back, and Alley In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications for Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 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. 4. Paulen Construction (John Pomrov), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. This permit is for the proposed conduit for Verizon to be installed within the R/W only. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Civil Engineer) of the private land owner whom is being encroached upon. 7. 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 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 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (i.e. any 4 lane street) before 8:00 a.m. Special Conditions Page 1 of 6 PERMIT NO. 13080 Pauley Construction — Old Town Artisan Studio/ Bore in New Pipe for Verizon / 51105 Avenida Villa Front, Back, and Alley 9. Work within 500 feet of a signalized intersection shall be performed between the hours of 9a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 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 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. 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. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical. locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 13. 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. 14. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes Special Conditions Page 2 of 6 PERMIT NO. 13080 Pauley Construction — Old Town Artisan Studio/ Bore in New Pipe for Verizon / 51105 Avenida Villa Front, Back, and Alley 15. Any land on which Williamson Act contracts apply shall remain undisturbed. 16. 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. 17. 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. 18. 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. 19. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 20. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Civil 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. 21. 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. 22. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number Special Conditions Page 3 of 6 PERMIT NO. 13080 Pauley Construction — Old Town'Artisan Studio/ Bore in New Pipe for Verizon / 51105 Avenida Villa Front, Back, and Alley 23. 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. 24. 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. Prior to excavating in native Soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer II. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 25. 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. 26. 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. 27. 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: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. Special Conditions Page 4 of 6 PERMIT NO. 13080 Pauley Construction — Old Town Artisan Studio/ Bore in New Pipe for Verizon / 51105 Avenida Villa Front, Back, and Alley B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 28. 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. 29. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. 30. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 5 of 6 PERMIT NO. 13080 Pauley Construction — Old Town Artisan Studio/ Bore in New Pipe for Verizon / 51105 Avenida Villa Front, Back, and Alley 31. 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. 32. 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. 33. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 34. 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. 35. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6 NOTES: See Revised Standard Plan PSP T9 for tables. Use cone spacing X for toper segment, Y for tangent segment or 2 for conflict situations, as approriote, per Table 1, unless X, Y, or 2 cone spacing is Shown M this sheet. Unless otherwise specifies in the special provisions, all temporary vorning signs shall nave block legend on fluorescent orange background. California codes are designated by (CA). Otherwise, Federal (MUTCD) codes are shown. SEE NOTE 2 C20-2 TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL C37(CA) TRAFFIC CONTROL WAIT AND FOLLOW PILOT CAR ❑D SEE N07E B • CONE SPACING SEENOTES 4 AND 15 SEE NOTE 10 SEE TABLE 2 ADVANCE WARNING SIGN DISTANCE SEE 7A8LE 3 C B A/2 A/2 _I WORK AREA C9A(CA) w3_4 S ROAD EI NOTE 6 WORK BE A - co REPA. t00' LANE AHEAD ✓tEA • W20- ❑ W20-4 O TOP ❑A SEE NOTE 10 CLOSED O SEE NOTES SEE NOTE 1 B 1 AND 3 C29(CAI SEE NOTE 1 C30(CA) SEE NOTES SEE NOTE 7 I--1 1 AND 9 NOTES: I. Each ativancewarning sign in each direction of travel sholl be equipped with of least two flogs for daytime closure. Each flog shall be of least 16' x 16" In size and shall be orange or fluorescent red -orange in color. Flashing beacons shall be placed at the locations indicated for Ione closure during hours of darkness. 2. A G20-2 "END ROAD WORK" sign, as appropriate, shall be placed at the antl of the lane control unless the antl of work area Is obvious, or ends within o `larger project's limits. 3. If the W20-1 sign would follow within 2000'of o stationary W20-1 or G20-1 ROAD WORK NEXT MILES", use a W20-4 sign for the first ativance warning sign. 4. All cones used for lane closures during the hours of darkness shall be fitted with retroref lective bonds (or sleeves) as specified in the specifications. ' 5. Portable delloeotors, placed at one-half the spocin Indicated for traffic cones, may be used instead Of cones for daytime closures only. 6. Additional odv0nce floggers may be required. Flogger shoultl stantl in a conspicuous place, be visible to eDproaching traffic as well as opprooching vehicles after the first vehicle has stoDPetl. During the hours of darkness, the flogging's totion antl flogger shall be iIIuminated and clearly v g%le to approaching traffic. The illumination footprint of the lighting on the ground Shall be at least 20' in diameter. Place d minimum of four cones at 50'Int ervals In advance of flogger station as shown. 7. Place C30(CA) "LANE CLOSED" sign at 500' to 1000' intervals throughout extended work areas. They are optional if the work area is visible from the flogger station. S. When 0 pilot car Is usetl, place a C37(CA)"TRAFFIC CONTROL -WAIT AND FOLLOW PILOT CAR" sign with black legend on white background of 011 Intersections, driveways anti alleys without o flogger Within traffic control oreo. Signs shall be cleon and visible at all times. Where traffic can not be effectively self -regulated, at least one flogger shall be used at each intersection within traffic control oreo. 9. An optional C29(CA) sign may be placed below the C9A(CA) sign. 10. Either traffic cones or barricades shall be placed on the toper. Barricades shall be Type 1, D, or ID. TO ACCOMPANY PLANS DATED SEE NOTE 1 SEE N07E 1 SEE NOTES 1 AND 3 W3-4 C9A(CA) W20-4 W20-1 BE of ROAD PARE FOO WnEI To AE.D MEAD TDP SEE NOTE 6 C29(CA) SEE NOTE5 %XFT 1 AND 9 i A/2 „I A/2 I B I. ADVANCE WARNING SIGN DISTANCE SEE TABLE 3 �• • GATE CONES 50IDD• 70 SIGN PANEL I]A 48" SIZE (Mini x 4B" rBJ 30" x 30" © 36" x 18" 36" x 42" O 20" x 7" • STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON TWO LANE CONVENTIONAL HIGHWAYS NO SCALE RSP T13 DATED APRIL 19, 2013 SUPERSEDES STANDARD PLAN T13 DATED MAY 20. 2011 - PACE 241 OF THE STANDARD PLANS BOOK DATED 2010. REVISED STANDARD PLAN RSP T13 N O O P �© Gro -2 SEE NOTE 2 LEGEND • TRAFFIC CONE TEMPORARY TRAFFIC CONTROL SIGN - - PORTABLE FLASHING'BEACON FLAGGER • STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON TWO LANE CONVENTIONAL HIGHWAYS NO SCALE RSP T13 DATED APRIL 19, 2013 SUPERSEDES STANDARD PLAN T13 DATED MAY 20. 2011 - PACE 241 OF THE STANDARD PLANS BOOK DATED 2010. REVISED STANDARD PLAN RSP T13 N O O TABLE 1 TAPER LENGTH CRITERIA AND CHANNELIZING DEVICE SPACING MINIMUM TAPER LENGTH MAXIMUM CHANNELIZING W DEVICE SPACING FOR WIDTH OF OFFSET 12 FEET (W) SPEED % I Y I Z wx (S) TANGENT MERGING SHIFTING SHOULDER TAPER TANGENT CONFLICT 2L L L/2 I L/3 e - For other offsets, use the following merging toper length formula for L: For speed of 40 mph or less, L W52/60 For speed of 45 mph or more, L = WS Where: L = Toper length in feet W= Width of offset in feet S = Posted speed limit, off-peak 85th -percentile speed prior to work starting, or the anticipated operating speed in mph wM - Use for taper antl tongent sections where there are no pavement markings or where there is a conflict between existing pavement markings and chonnelizers (CA). TABLE"2 LONGITUDINAL BUFFER SPACE AND FLAGGER STATION SPACING DOWNGRADE Min D SPEED* Min G— -3% w - Speed is posted speed limit, off-peak 851n -percentile speed prior to work starting, or the onticipated operating speed In mph wa1 - Longitudinal buffer space or flogger statlon spacing www - Use an sustained downgrade steeper than -3 percent and longer than 1 mile. Apr II 19, 2013 Pl.'s . aPev.E DATE /.r J/.!f a ru/rsanr. Aa rn s�r/rrrf M .LlH)S Sn.t/ b D< x!S/prJ/h( !P1 TO ACCOMPANY PLANS DATED _ TABLE 3 w - The distances are approximate, are Intended for guidance (n purposes only, and should be applied with engineering judgment, m These distances should be adjusted by the Engineer for field conditions, 0 if necessary, by increasing or decreasing the recommmended distances. r Z t0 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON FREEWAYS AND EXPRESSWAYS NO SCALE RSP T9 DATED APRIL 19, 2013 SUPPLEMENTS THE STANDARD PLANS BOOK DATED 2010. REVISED STANDARD PLAN RSP T9