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12009
`a�(�a.• //;; See below for Finance Revenue Codes Tdy/ 4 4a a ENCROACHMENT PERMIT OPUBLIC WORKS CONSTRUCTION F'MF' 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: 2/16/2012 LOCATION OF CONSTRUCTION: N/S Calle Nogales approx. 130' E/O Avenida Carranza PURPOSE OF CONSTRUCTION: Verizon W.O. 0543 4POAODK to Replace Damaged Facilties DESCRIPTION OF CONSTRUCTION: Verizon to Trench and Place 8' of 4" PVC from Damaged HUB to new 36x36 Pad and HUB DIMENSION OF INSTALLATION OR REMOVAL: See Verizon Plan Page 2 of 4 .APPROXIMATE TIME WHEN WORK WILL BEGIN: 2/27/2012 TIME.OF COMPLETION: 3/27/2012 ESTIMATED CONSTRUCTION COST: $1,500 (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 occuring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to, pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent Verizon - Bret Plaskey 150 South Juanita St, Hemet, CA 92543 951-929-9491 Name of Applicant Business Address Telephone No Pauley Construction - Mike Lichtenwalter 2021 W. Melinda Lane, Phoenix, AZ 85027 909-730-6445 Name of Contractor and Job Foreman Business Address Telephone No. 689723 10025 Contractor's License Number City Business License No National Union Fire Ins Co of Pittsburgh 2449436 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Public Improvements: 3% of estimated construction costs Minor Improvement Permit -Class I Private Improvements: 3% of estimated construction costs iFinance Revenue Code Inspection Fee E=1 0.00 Permit Fee EE=1 - 100.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, E_B 0.00 if required TOTAL $100.00 I PERMIT NUMBER: 12009 DATE ISSUED: EXPIRATION DATE: 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. Date:eb��ar s F�t2IN �F TarQ9w6 PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT tract No:2Name. 0izon®054 PaAODK `y r ��. Vicinity,, nnrnst 13t@A§ffMGarranza Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.} Re , IaceDQamaged Eac�lifes Dimension of Installation or Removal: MM241 n No: r 4 : =n= e Approximate Construction Start Date Approximate Construction Completion Date: Estimated Construction Cost: $ 0 . Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements i aRlas e 3 0; 951929491 ' s,; Contact Name: :, �' Y'- hone Number_ Name ofApplicantl0wner: Bre I'•Klas�,�r;` Applicant Address: '` ©lath tran,ita`Street Fi In t; yA 925 Applicant Telephone Number:. {: v1); 2991: " r Applicant E-mail Address: bye upas..ve'"zan.corn:. wc<.(-�- .'s50';:L-7 ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4 A licant or Contractor General Liability Insurance Company: O N,11198M=z Applicant or Contractor .General Liability Insurance Policy Number: H 717 Office Use Oniv: Office Use Only: Inspection Fee: Assigned Permit Number: I '_O 0 V/ Permit Fee: f O ^ �J Approval Date: As -Built Expiration Deposit`. Date: Dust Control Issue Deposit: Date: Credit . Amount:. Administrative Authority: + too TOTAL FEE DUE: rive ec s is — orms pp ica ions Application for ermi pose 6-.26-U9 wc<.(-�- .'s50';:L-7 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 12009 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's.right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall.be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A *' ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than (.** N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one -foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A'") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 '/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. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced.by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications; Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. . ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 12009 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 (7) of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097• at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A *' ) aggregate sub -base course having an "R" value of not less than ( ** N/A *') and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 '/z") 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. '- J� r City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway., The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO. 12009 Verizon WO#0543-4POAODK / Trench and Place 8' of 4" PVC from Damaged HUB to New 3606 Pad and HUB / North Side of Calle Nogales —130' East of Avenida Carranza 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 performedin accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 3. "The permittee shall not construct an improvement that reduces vehicular sight distances. If such improvement is found to reduce the vehicular sight distance, then the permittee shall relocate the improvement prior to sign off of their encroachment permit." 4. The permittee shall not install improvements with the intention of providing video transmission services unless the permittee obtains a valid Franchise Agreement. 5. The permittee shall remove any underground utility markings that are no longer being used for this project. The permittee shall remove markings on paved areas using high pressure wash or a method equivalent and at the discretion of the City Engineer. 6. Any asphaltic or concrete repairs shall closely match the existing paved areas in color afthe discretion of the City Engineer. A finish product with a checkerboard appearance will not be accepted. 7. The permittee shall maintain the existing pedestrian path of travel and must maintain ADA compliant pathways leading to areas for use of public transportation systems. 8. No stockpiling of any materials will be allowed within the City R/W without an approved permit explicitly stating the use for stockpiling and/or storage. 9. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 10. Verizon (Bret Plaskey), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 11. . Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 12. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before .1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. Special Conditions Page 1 of 6 PERMIT NO. 12009 'Verizon WO#0543-4POAODK / Trench and Place 8' of 4" PVC from Damaged HUB to New 3606 Pad and HUB / North Side of Calle Nogales —130' East of Avenida Carranza 13. The permittee is required to provide a changeable message board informing the commuters using the affected Major and Primary Arterial roads of major construction and possible traffic delays, time of construction,. and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 14. 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 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 15. 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. 16. Pursuant to Section 14.16.110 of the La Quints 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. 17. 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 18. The permittee shall place temporary no -parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. Special Conditions Page 2 of 6 PERMIT NO. 12009 Verizon WO#0543-4POAODK / Trench and Place 8' of 4" PVC from Damaged HUB to New 3606 Padand HUB / North Side of Calle Nogales —130' East of Avenida Carranza 19. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 20. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance with the latest version of the California Manual of Uniform Traffic Control Devices (CA MUTCD). On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the latest version of the California Manual of Uniform Traffic Control Devices (CA MUTCD). It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 21. 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. 22. 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. 23. 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 u phone number is nknown,, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test 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. 24. 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. Special Conditions Page 3 of 6 PERMIT NO. 12009 Verizon WO#0543-4POAODK / Trench and Place 8' of 4" PVC from Damaged HUB to New 3606 Pad and HUB / North Side of Calle Nogales —130' East of Avenida Carranza 25. 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 26. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 27. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 28. 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. 29. 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 of parking on the paved R/W. 30. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected Primary Arterial roads of heavier traffic of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 31. 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. 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. Special Conditions Page 4 of 6 PERMIT NO. 12009 Verizon WO#0543-4POAODK / Trench and Place 8' of 4" PVC from Damaged HUB to New 3606 Pad and HUB / North Side of Calle Nogales —130' East of Avenida Carranza 32: 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. 33. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 34. Access and egress to all local properties shall be maintained.at all times. 35. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City. approved 3/4" max medium asphalt concrete as the base course lift and a City approved Y2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2 -AR -4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3). feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside. the sawcut removal lines, or to the lane line striping, whichever is greater. Special Conditions Page 5 of PERMIT NO. 12009 Verizon WO#0543-4POAODK / Trench and Place 8' of 4" PVC from Damaged HUB to New 3606 Pad and HUB / North Side of Calle Nogales —130' East of Avenida Carranza For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 1/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving. shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The. finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 36. 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. 37. 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. 38. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 39. 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. 40. 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 PERMIT NO. 12009 Verizon WO#0543-4POAODK / Trench and Place 8' of 4" PVC from Damaged HUB to New 3606 Pad and HUB / North Side of Calle Nogales —130' East of Avenida Carranza In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 3. "The permittee shall not construct an improvement that reduces vehicular sight distances. If such improvement is found to reduce the vehicular sight distance, then the permittee shall relocate the improvement prior to sign off of their encroachment permit." 4. The permittee shall not install improvements with the intention of providing video transmission services unless the permittee obtains a valid Franchise Agreement. 5. The permittee shall remove any underground utility markings that are no longer being used for this project. The permittee shall remove markings on paved areas using high pressure wash or a method equivalent and at the discretion of the City Engineer. 6. Any asphaltic or concrete repairs shall closely match the existing paved areas in color at the discretion of the City Engineer. A finish product with a checkerboard appearance will not be accepted. 7. The permittee shall maintain the existing pedestrian path of travel and must maintain ADA compliant pathways leading to areas for use of public transportation systems. 8. No stockpiling of any materials will be allowed within the City R/W without an approved permit explicitly stating the use for stockpiling and/or storage. 9. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 10. Verizon (Bret Plaskey), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 11. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required: 12. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. Special Conditions Page I of 6 PERMIT -NO. 12009 Verizon WO#0543-4POAODK / Trench and Place 8' of 4" PVC from Damaged HUB to New 3606 Pad and HUB / North Side of Calle Nogales. -130' East of Avenida Carranza 13. The permittee is required to provide a changeable message board informing the commuters using the affected Major and Primary Arterial roads of major construction and possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 14. 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 (ie any 4 lane street) before 8:00 a.m. 15. 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. 16. 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. 17. 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 lettermust 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 18. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. Special Conditions Page 2 of 6 PERMIT NO. 12009 Verizon WO#0543-4POAODK / Trench and Place 8' of 4" PVC from Damaged HUB to New 3606 Pad and HUB / North Side of Calle Nogales —130' East of Avenida Carranza 19. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 20. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance with the latest version of the California Manual of Uniform Traffic Control Devices (CA MUTCD). On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the latest version of the California Manual of Uniform Traffic Control Devices (CA MUTCD). It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 21. 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. 22. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5t" Edition" or latest, in the installation of all appurtenances abutting and within the public.street right-of-way. 23. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 717-7047 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. 24. 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. Special Conditions Page 3 of 6 PERMIT NO. 12009 Verizon WO#0543-4POAODK / Trench and Place 8' of 4" PVC from Damaged HUB to New 3606 Pad and HUB / North Side of Calle Nogales —130' East of Avenida Carranza 25. 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 26. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an'additional insured. 27. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) �of the private land owner whom is being encroached upon. 28. 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. 29. 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. 30. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected Primary Arterial roads or heavier traffic of possible traffic delays,. time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 31. 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 derisified 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. 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. Special Conditions Page4 of 6 PERMIT NO. 12009 Verizon WO#0543-4POAODK / Trench and Place 8"of 4" PVC from Damaged HUB to New 3606 Pad and HUB / North Side of Calle Nogales —130' East of Avenida Carranza 32. 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 Js completely covered by steel plating. 33. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 34. Access and egress to all local properties shall be maintained at all times. 35. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges'shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved t/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a.depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2 -AR -4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. Special Conditions Page 5 of 6 PERMIT NO. 12009 Verizon WO#0543-4POAODK / Trench and Place 8' of 4" PVC from Damaged HUB to New 3606 Pad and HUB / North Side of Calle Nogales —130' East of Avenida Carranza For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding. and capping operations are not performed in the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee; as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 36. 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. 37. 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. 38. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 39. 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. 40. 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 JN February 16, 2012 City of La Quinta Department of Public Works 78-495 Calle Tampico La Quinta, CA 92253 Reference: Encroachment Permit for the City of La Quinta, Plan. #, 0543 4POAODK La Quinta, CA 92253-- Street(s) Affected: Calle Nogales* * Shoulder Closure Materials: Conduit - 4" PVC 8 ft ill -PVC ft 2" HDPE ft 1.5".HDPE ft 1.25" HDPE ft Boxes - 17" x 30" Hand Holes 24" x 36" Hand Holes 36" x 60" Pull Box 15" x 20" Hand Holes Flower Pot Construction - Bore Footage 0.' ma Solutions. Consu ting 820 North Mountain Avenue, Suite 105 Upland, CA 91786 (909) 982-1958 Trench Footage 87 Page 1 of 2 *I.MPions onsu ting Dear Department of Public Works, Verizon is to trench and place 8' of 4" PVC from existing damaged HUB (H4014) located on the N/S' Calle Nogales to new 36x36 pad and HUB located on the N/S Calle Nogales approximately 130' E/o Avenida Carranza. Verizon will provide temporary traffic control throughout the duration of this proj ect. Please find enclosed herewith, a Verizon permit application packet complete with encroachment application, area map, assessor's maps,'and placement/construction work order plans. If there are any. --- - -- -questions=or=comments=related=to-these=attaclunents-please=direct them=to=me. - - - - --- -- --- Verizon will delegate this work to an outside vendor. Verizon's assigned contractor will provide license and insurance documents to the City of La Quinta before beginning work. The Verizon contact is Bret Plaskey and he may be contacted at (951) 929-9491 or by e-mail. at bret.p.plaskey(a verizon.com. If I can be of any further assistance please contact me in our office. Sincerely, Andrew Corona Impact Solutions Consulting 820 N. Mountain Ave Upland, CA 91.786 .(909) 982-1958 andrew.corona(a isc-impact.corn Page 2 of 2 February 16, 2012 City of La Quinta Department of Public Works 78-495 Calle Tampico La Quinta, CA 92253 Reference: Encroachment Permit for the City of La Quinia, Plan # 0543 4POAODK Location: N/S Calle Nogales E/o Avenida Carranza La Quinta, CA 92253-- Street(s) Affected: Calle Nogales* *,Shoulder Closure Materials: Conduit - 4" PVC .8 ft 2" PVC ft 2" HDPE ft 1.5".HDPE ft 1.25" HDPE ft Boxes - 17" x 30" Hand Holes 24" x 36" Hand Holes 36" x 60" Pull Box 15" x 20" Hand Holes Flower Pot Construction - Bore Footage 0' $9IMP .Solutionsonsu ting 820 North Mountain Avenue, Suite 105 Upland, CA 91786 (909)982-1958 Trench Footage_ 8' Page 1 of 2 l 1 1141 M a t Solutions PCO'nsulpting Dear Department of Public Works, Verizon is to trench and place 8' of 4" PVC from ekisting damaged HUB (114014) located on the N/S Calle Nogales to new 36x36 pad and HUB located on the N/S Calle Nogales approximately 130' E/o Avenida Carranza. Verizon will provide temporary traffic control throughout the duration of this proj ect. Please find enclosed herewith, a Verizon permit application packet complete with encroachment application, area map, assessor's, maps, and placement/construction work order plans. If there are any questions or comments related to these attachments, please direct them to me. Verizon will delegate this work to an outside vendor. Verizon's assigned contractor will provide license and insurance documents to the City of La Quinta before beginning work. The Verizon contact is Bret Plaskey and he may be contacted at (951) 929-9491 or by e-mail at bret.-o.l)laskey@,veriz6n.com. If I can be of any further assistance please contact me in our office. Sincerely, Andrew Corona Impact Solutions Consulting 820 N. Mountain Ave Upland, CA 91786 (909) 982-1958 andrew.corona@isc-impact.com Page 2 of 2 'r� WORK LOCATION: CALLE NOGALES AND AVENIDA CARRANZA . RIV THOMAS GUIDE MAP: 879-E2 0543 4POAODK CITY OF LA QUINTA ENCROACHMENT PERMIT PACKAGE L CALLE NOGALES CONSTRUCTION NOTES: VERIZON TO TRENCH AND PLACE 8' OF 4" PVC FROM EXISTING DAMAGED HUB (H4014) TO NEW 36X36 PAD AND HUB. IC o C=i L` Z TRENCH & PLACE d 8'OF4"PVC 0 PLACE 36X36 PAD & HUB EX DAMAGED H4014 N DIRT PARKWAY 9 30' 130' 8, 21 17' C/L - - - 1 - 34' I SCALE PLANS PREPARED BY � ' ' ens�9FRIn i'C9 820 N.MOUNTAIN AVE. SUITE 101 UPLAND, CA 91786 982-1958 DRAWN BY: REVIEWED BY CITY STAFF ANDREWCDRDNA DESIGNED BY: DEPARTMENT INITI DATE ANDREWCORONA PUBLIC WORKS(OPER) APPROVED BY: CITY OF LA QUINTA AREA wATrAORAwINowo. SHEETC 1°-20' MARK DA I DESCRIPTION DATE APP VD 30 20 40 60 CHECKED BY: PUBLIC WORKS (ENV.) 'S` PUBLICWORKS(WATER) RECOMMENDED BY: PUBLICWORKS(rRAF.) IR D PUBLIC WORKS DIRECTOR/ CfiV ENGINEER DATE - UF�TITLE INOLo wwecENr I¢ INDIO0543 TMOMASOU`DEr P°' °°�° orn. Pt VERIZON WORK ORDER 4POAODK909 ENCROACHMENT PERMIT 2 OF SHEETS0 DRAWING NO. RECOMMENDED BY: GI G RECOMMENDED BY: NTS CE CALLE NOGALES (25MPH) —0. A *W20.1 ...........1...... 10' Min. NOTE: TEMPORARY TRAFFIC CONTROL MUST NOT OBSTRUCT DRIVEWAYS - MAINTAIN ACCESS.TO DRIVEWAYS AT ALL TIMES. MINIMUM RECOMMENDED CHANNELIZER AND SIGN SPACING MUTCD DISTANCE BETWEEN SIGNS" A B C DIMENSION DIMENSION DIMENSION DIMENSION DIMENSION MAXIMUM MAXIMUM 350 A B C D E CHANNELIZER CHANNELIZER SPEEDS- MPHM SIGN MINIMUM MINIMUM MINIMUM BUFFER SPACING SPACING HLWD High Level Warning Device SPACING MERGING SHIFTING SHOULDER SPACEw TAPERM TANGENTM TAPER L TAPER 112 L TAPER 113 L R R at It N N n "am 100 se w 27 Cts 2D a "Alm 100 123 03 u Ise 25 50 somm 350 ten 00 se 200 SO m ss MFM 350 216 In to no a 70 b lam 350 320 1e0 fol 305 1p so a3 MFM 350 540 270 ten Seo 63 00 "MM__ am sa0 3a0 200 as so tap ss MPII tape fBD 330 220 47s 6, 1t0 ea MPN 1000 720 - 3s0 260 310 s0 110 33 MPN 1000 Ise 300 NO W as 130 70 MPH IGLU s60 62a 220 730 70 10 75 Mm late cop ISO 300 sto 76 150 LOCM AG@ICY FAfiEWAYenI 1000 1000 500 33a 1000 tea 1000 PEDC3T lions WA WA w IyA WA WA 1ITCYCLIeIe USE ROADWAY SM SPACHG WA NG WA WA IGA NO (1) Rae to specmk state nlpuaamama for work on Stab Freosmya and Sims NmnvW& (2) Posed Spend or deserved operating speed (tddchave li Fe3larl (3) C he fuer epedrg .hag De retluced b hell m arom Where work q taldq pace, on carves, u areae d heaM1an mnt3d. (s) B.ff apse. may b. ba.neA In klw epoed urban ease, ahauid ins tanened M Ngh pMed Moan and nwl area . and sh0 be Inserted 1. Local Agency F.=a. Buffs space, when Inserted. should be k.assed on d Wed. and Medd be kept d - of equipment and materials, except for o Shadow Vedas. 1 t STOP t Table 6H-3 Meaning of Letter Codes on Tvpical ADDlicaiion Diaarams ROAD TYPE DISTANCE BETWEEN SIGNS" A B C URBAN (LOIYSPEED)' 25mph w lea 100 100 100 URBAN (NIGH SPEm)' 70,aph w rise 350 350 350 RURAL 500 5O0 Soo EImRWWAYIFltEEWAY 1000 1s00 2660 - Speed category to be detemened by hlghway agency " Distances are shown in feel The Colunvh headhgS A, B and C ere the dIrnenslons shorn It mgures 6141 through 6h-66, 2010 CA MUTCO. The A dknehsion 13 the distance from the banspbn w point of resrMbn to the Post sign. The B dimension Is the distance between the first and second stgns. The C dimension Is the distance between the second and th3d sigm. (rhe thW sign q the Post one In a thmsaign seem ehceunteed by a driver approaching a TTC mrhe.) CALLE NOGALES A *W211 Table 6H-4 Formulas for Determining Taper Lengths TAPER LENGTHW SPEED LIMIT(S) FEET' 40 MPN OR LESS L - 80 0 0 Where: L- tape I -gel in feet 1N-1Mdtha offset in feel S- Posted speed Iimk, or off-peak 85thmpercendle speed pdor to work stwft or the anticipated operating speed in MPH NOTES ■ Unless otherwise specifled in'the special provisions, all temporary Waning signs shall have black legend on orange background. ■ California code are designated by (CA} Otherwise, Federal codes are shown. ■ No Parking signs to be posted no less T than 48 hours In advance prior to work L1%/ ■ Traffic Control Is not permitted between "' -"'00 - 9:00am and 3:00 - 4- -, LEGEND • Traffic Cone Temporary Sign ♦■ Direction of Travel SIM Flashing Arrow Sign (FAS) FAS Support or Trailer `010/0 { Portable Flashing Beacon Flagger ® Work Area Work Vehicle OSignalized Intersection — Type III Barricade with sign HLWD High Level Warning Device V. fe- rim BURIED PLANT OBORE PR FP FLOWERPOT WIN WALL TO WALL W -P WALL TO POLE Q ONE CONDUIT W TWO CONDUIT CM THREE CONDUIT UFIBER DISTRIBUTION HUB (FDH) O HANDHOLE (HH) M PULL BOX (PB) O MANHOLE (MH) O SLACK I STORAGE LOOP All GROUND ROD 25oinn Q CABLE IN CONDOR AERIAL POLE ANCHOR ® POLE -- DOWN GUY RISER DETAIL GENERAL LU's LIVING UNITS SFU'S SINGLE FAMILY. UNITS MDU9 MULTI -DWELLING UNITS ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY -CF- CURB FACE -GSW- CONCRETE SIDEWALK -PKWY- PARKWAY —FIL— FENCE LINE -ROW- RIGHT OF WAY ,-SSW- BACK OF SIDEWALK GUARDRAIL -COM- COMMUNICATIONS LINE -DRN- STORM DRAIN LINE -GAS- GAS LINE -PWR- POWER LINE -SAN- SANITARY SEWER LINE -WTR- WATER LINE -EDP- EDGE OF PAVEMENT RAILROAD TRACKS —E— CENTER LINE }c P7 POWER TRANSFORMER heperbrd Nolte. eeeltoe 42I W4217 of the Oowmmeot Code /.qubes a 019 Alen 1,1-d0eatlen Neabv to m hailed babre a -P. ft to excavate arm be Vaal Fw year Dig Alan LIL Number ea! I Call: 1-800-227-2600 I usa • mea WRIZGM sew aTATo SOUTHERN I CALIFORNIA mvuoa YHOMa. outw e Pg: 879; Grid: E2 LA QUINTA 002 Wain.- "c LA QUINTA 0543 nnuaspen a3. _-4P0A0DK o LA QUINTA ENCROACHMENT P m ' 1 " ALL NOTA Aaamm mum m OUT1. a) VERIZON MAS DILIGENTLY ATrENPTED TO CORRECTLY LOCATE AND SHOW ALL EXISTING PIPELINES AND OTHER SUBSTRUCTURES IN THE VICINITY OF THE WORN, BUT THIS COMPANY DOES NOT GUARANTEE THERE ARE NO OTHER SUBSTRUCTURES FAILURE OF THE COMPANY TO SHOW ALL SUBSTRUCTURES IN THEIR CORRECT LOCATION WILL NOT BE A BASIS FOR A CLAM FOR EXTRA WORK AND THE CONTRACTOR SMALL BE RESPONSIBLE FOR ALL DAMAGES TO SUBSTRUCTURES WHETHER SHOWN OR NOT. D) ALL WORK SMALL CONFORM TO THE LATEST EDITION OF THE CITY STANDARDS FOR PUBLIC WORKS AND SUPPLEMENTS THERETO (APWA/AGC, GREEN BOOK) AND TO THE STANDARD PLANS AND SPECIFICATIONS OF FILE WITH THE DIRECTOR or PUBLIC WORKS e) FIELD REMICH3 To THE CTI, COUNTY OR STATE APPROVED CONSTRUCTION DRAWINGS SMALL BE MADE AT THE DISCRETION OF THE VERMON ENGINEERING AND THE JURISDICTIONAL AGEMCY3 CONSTRUCTION INSPECTOR d) ALL NEW CONSTRUCTION (AND ABOVE GROUND APPURTENANCES) SMALL CONFORM TO THE COUNTT3 ZONING AND SUBDIVISION ORDINANCE N0. 23MOD (FOR SIGHT DISTANCE REQUIREMENTS). a) CONSTRUCTION WORK IN ARTERIAL HIGHWAYS 13 SUBJECT TO A MAXIMUM OF 200 -FOOT OPEN TRENCH AT A TIME AND WORK HOURS BETWEEN 0:00 AN AND 4:00 PL NO WEEKEND OR HOLIDAY WORK UNLESS APPROVED BY VERIZON AND THE CRY OF LA QUINTA. D FOLLOWING SIGNIFICANT COMPLETION Of FIELD CONSTRUCTION, THE CONTRACTOR MUST REMOVE ALL USA DID ALERT MARKS MADE ON CRY STREETS, CURDS, GUTTERS AND SIDEWALKS. g) TO FACILITATE ACCESS TO INTENDED LOCATIONS OF WORK, THE CONTRACTOR MUST APPLY FOR AND OBTAIN A TEMPORARY NO PARKING PERMIT FROM THE CITr3 PUBLIC WORKS DEPARTMENT. e).TRAFFIC CONTROL PUNS SMALL BE PREPARED AND SUBMITTED FOR REVIEW AND APPROVAL BY THE CITY PER THE OUTGO CONSTRUCTION TRAFFIC CONTROL GUIDEJNE& NO TWO CONSECUTINI INTERSECTIONS SMALL BE CLOSED. L CONTACT TELEPHONE COMPANY INSPECTOR M HOURS IN ADVANCE Of CONSTRUCTION. 3. NOTA ALL UTILITIES, OTHER SUBSTRUCTURE USERS, AND UNDERGROUND SERVICE ALERT (1103.42241133) TWO WORKING DAYS PRIOR TO CONSTRUCTION. 4. NOTIFY LOCAL FIRE AND POLICE DEPARTMENTS 43 HOURS IN ADVANCE OF CONSTRUCTION. POLICE PR M0. (760)7774220 AND FIRE DER. PN. NO. (766)SM4351. . L NOTIFY THE CITY OF LA QUINTA AT (931) 953.1000 BEFORE 1:00PM, 49 HOURS IN ADVANCE OF CONSTRUCTION. S. CONTRACTOR TO OBTAIN A STATE DIVISION OF INDUSTRIAL, SAFETY EXCAVATION PERMIT. (SEC 6020 OF THE CALIFORNIA LABOR CODE DATED 3472. LOCAL CONTRUCTION PERMITS DO NOY MEET THIS REQUIREMENT. 7. CONTRACTORS PERMIT TO BE ON THE JOB SITE AT ALL TIMES L TRAFFIC CONTROL TO BE MAINTAINED BY STRIPING, BART CKDE, PLATIMG,ETC AS SPECIFIED ON THE . PERMIT. 9. CONSTRUCTION AND MATERIAL USED 13 TO CONFORM WITH VMUZON TELEPHONE COMPANY SPECIFICATIONS. 10. CONTRACTOR TO LAYOUT MANHOLES PRIOR TO ANY EXCAVATION. IF SURFACE MEASUREMENTS DEVIATE FIVE FEET OR MORE FROM SECTION LENGTHS SHOWN, NOTIFY TELEPHONE INSPECTOR ENGINEERING SHALL BE M CONSULTED TO DETERMINE IF THE DEVIATION WILL CONFLICT WITH CABLE ORDERED. R M 11. MANHOLE ANDIOR PULLSOXES TO BE PLACED BEFORE CONDUIT PLACEMENT. GSP622422402, 3.01. T 12. PRECAST MANHOLES AND OR PULL BOXES TO BE SET ON A MINIMUM OF SR (6) INCHES OF COARSE ROCX OR &AND BASE, GSP 022-502-264 AND OSP 011-200910CA. 11 MANHOLES AND PULL BOXES TO BE RACKED TO VERIZON SPECIFICATION UNLESS OTHERWISE SHOWN ON DETAILS OSP 6222302-204 AND GSP 014400410CA. 14. COMPLETED WALL THICKNESS AND MANHOLE NECK LENGTHS (GRADE TO CEILING) TO BE SHOWN. 1L PULLING IN IRONS TO BE PLACED DIRECTLY BELOW FUTURE DUCT ENTRANCES, AND OR OPPOSITE WALL FROM FUTURE DUCT ENTRANCE. 10. SPLICE BOXES WHICH ARE JOINED TO OTHER BOXES, POLES, OR MANHOLES WITH CONDUIT SMALL BE EQUIPPED WITH PULL IN IROMS. 17. ALL GUTTER AND/OR BURIED CABLE TO HAVE A MINIMUM OF 3r COVER BELOW GUTTER GRADE AND FLOW LINE UNLESS SPECIFIED OTHERWISE 1L INROADWAY AREA WHERE PROP03ED SU&ROAD BASE MAS NOT BEEN PLACED, ADD AN ADDITIONAL EIGHTEEN (I III TO THE MINIMUM COVER BELOW THE PROPOSED GUTTER ORADE OR FLOW LINE. 1S. SHOW CONDUIT AND/OR BURIED CABLE COVER AT 5r INTERVALS ALONG TRENCH ADJACENT TO MANHOLES ANDIOR AT ANY POINT ALONG THE TRENCH WHERE COVER VARIES SUBSTANTIALLY FROM THE AVERAGE. MAINTAIN NO LESS THAN 3r OF COVER - 20. MANDREL ALL DUCTS FOR QUALITY CHECN. MANDREL TO BE 1 Slr FOR T DUCT, 3 L3S' FOR 3 U3" DUCTS, AND 3 Slr FOR 4 DUCT. 21. IF DUSTING VACANT DUCT ARE DISTURBED DURING THE CONSTRUCTION PROCESS, THEY MUST BE MANDRELLED. 22. EXISTING CONDUIT WILL REQUIRE REARRANGEMENTOUU314 LOWER. OR SPLAY) TO PERMIT PROPER CLEARANCE FROM OTHER SUBSTRUCTURES OR PROPER ENTRANCE INTO MANHOLES. 23. A MINIMUM CLEARANCE OF SIX (61 SMALL BE MAINTAINED ABOVE, BELOW, OR BESIDE E USTIM0 SUBSTRUCTURE. (EDISON SECONDARY EXCEPTED.) ' K CONDUIT PLACED IN AN ARC WITH A RADIUS LESS THAN So SMALL BE ENCASED WITH CLASS W CONCRETE 102 MP PRACTICE 626101207, 6A0. ZL CONTRACTOR TO VERIFY WALL TO WALL ANWOR WALL TO END OF DUCT SYRWT RI MEASUREMENTS. MEASUREMENTS TO Be RECORDED TO THE NEAREST FOOT. STEEL MEASURING TAPE OUST 0E USED 2S. RECORD NEW WALL TO WALL MEASUREMENTS IN SECnm ADJACENT TO 1NTERSET MAIOMLL W. ;LAC &E POLTPRW YLEIO ROPE IN DUCTS. IN MULTI-DUCTCONDUIT RIT SY3TEM3. ACE 3►OLYPYLEM0 PULL HOPE IN DUCT INDICATED. 211, SAND OR SLURRY TO BE BLOWN OR PORCED INTO CASING WHEN &AND IS USED, PROVIDE A TIRED INCH SEAL AT BOTH ENDS W CASING, TRENCHING 20. TUNNELING 0 ONLY PERMITTED UNDER CURB AND GUTTER, ETC. WHEN APPROVED BY THE COUNTY ENGINEER 30. BORE OR OPEN TRENCH FOR BURIED CABLE. SPLICE (! X 61 MAY BE REQUIREDLOCATIONS TO BE DETERMINED BY VERIZON INSPECTOR CONTRACTOR TO RAA CKFILL SPLICE PM TEA SPLICING IS CONPLETE0. 21. ALL TRENCH RACKPILL TO BE CERTIFIED BY A REGLTTERED GEOTECHNICALIS06S ENGINEER 32 IF BURIED CABLE IS PLACED IN OPEN TRENCH, SANS SACKPILL WILL BE REQUIRED. A MINIMUM OF T BELOW AND 12" ABOVE THE CABLE. TRENCH BACKFILL TO BE TYPE 100&100 (AMA). 33. VERIZON INSPECTOR TO COORDINATE CABLE DELIVERY AND PLACEMENT. CONTACT THE CITY OF LA QUINTA (760) 777.7000 , 72 HOURS PRIOR TO STARTING CONSTRUCTION. 34. SHRUBERY AND LANDSCAPING WILL BE REPLACED TO THE SATISFACTION OF PROPERTY OWNER OR GOVERNMENT AGENCY. 3S. REPAVING 13 TO CONFORM TO SPECIFICATIONS OF THE MUNICIPALITIES INVOLVED. 36. CONTRACTOR WILL RESTORE ANY DAMAGED OR OTHERWISE OBLITERATED STRIPING, PAVEMENT MARRING, OR RA13ED PAVEMENT MARKERS, PAINT REPLACEMENT SMALL BE DONE TO THE SATISFACTION OF THE MUNICIPALITY INVOLVED. 37. R WILL BE TME CONTRACTORS RESPONSIBILITY TO PROVIDE TRAFFIC CONTROL ARROW BOARD ON ALL MAJOR ARTERIES AND ON ANY OTHER PUBLIC RIGHT-OFANAY AS DIRECTED BY THE STATE, COUNTY, OR LOCAL AUTHORITY. THE COST IS TO BE INCLUDED IN THE BID PRICE 3L CONTRACTOR SHALL MOUNT HUD PEDESTAL HOU31HO AT THE TIME THE CONDUIT AND BASE ARE PLACED. HOUSING TO BE PROVIDED BY VERIZON. THE LOCATIOWPLACEMENT Of THE HUB SHALL NOT IMPAIR THE ADA COMPLIANCE OF EXISTINGIPROPOSED SIDEWALKS. 36. ALL FIBER DISTRIBUTION HUBS ARE TO BE GROUNDED WTM} 112"X 0' GROUND ROD AND 06 GROUND WIRE, MAX. 25 ONES L 1/ Y L11- N UU1 /V / H K WORK SITES, IN THE PUBLIC RIGHT-OF-WAY, INEASEMENTS AND ON PRIVATE PROPERTY SMALL BE IST IM A NEAT, CLEAN, HAZARD FREE AND ORDERLY STATE THROUGHOUT CONSTRUCTION. ALL PUBLIC IUGNTSOF•WAY SMALL BB CLEANED AT THIS REQUEST OF THE COUNTY INSPECTOR 4S. APPROVAL OF THE PLANS BY THE CRY OF LA QUINTA 13 LIMITED TO WORK WITHIN CITY PUBLIC RIGITS.O►4FAY AND PUBLIC UTILITY EASEMENTS. ALL WORK WITHIN PRIVATE PROPERTIES SMALL BE COORDINATED WITH THE PRIVATE PROPERTY OWNERS. NOTA PROPERTY OWNERS WILL IN ADVANCE OF ANTICIPATED START OF CONSTRUCTION. K APPROVAL Of PLANE BY THE CRY OF LA QUINTA DOES NOT RELIEVE VEMON OR ITS CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND DECISIONS DISCOVERED DUFU G CONSTRUCTION. PLAN uvAAr TYPED TO co OB AD01CT -"D-COMIACTWA Trr6 or vrdnr wAl vuY PROFILE 1 �� NI,MOMOY TYPICAL VACUUM DBTAIL N1bDw0IQ1D Tr UTILITY POTHOLE OR PAVEMENT CORE REPAIR FILL POIIYE OR COME FLUI N 043320 MVDIDR VTIH OM CDwrr SLUM iOI?DL NOTE 1.) SEE TRENCH BACKFILL AND ROADWAY REPAIR STD NO. 110A & B TYPICAL HANDHOLE PLACEMENT WITH LATERAL IN SIDEWALK RESURFACING 40. BORE ALL BTREET CRO381HO - NO OPEN TRENCHING IN STREET& ANY DAMAGE ROADWAY FEATURES SMALL BE REPLACED IN KIND, IN ACCORDANCE TO THE CITY OF LA QUINTA STANDARDS- 41. TANDARDS41. FLOW LINES. GRADES, CURB, GUTTERS AND CROSS SLOPES SMALL BE REESTABLISHED TO THE PREEXISTING CONDITIONS. 4L RESURFACED AREAS SHALL BE TRAN38TIONED AND TIEDJN TO THE ADJACENT MUSTING SOUND PAVEMENT. 43. CONTRACTOR TO PLACE ADVANCE WARNING SIGNS FOR SIDEWALK CLOSURE. PROFILE TYPICAL HANDHOLEPLACEMENT WITH LATERAL IN SIDEWALK TYPICAL POT HOLE REMOVAL A BACK FILL (SQUARE CUT -VACUUM REMOVAL) A A Y IQ NOM MET PIT IRI AR 11}r '4AND In AATURA GRADE CONDUIT TYPICAL PROFILE OF STREET CROSSING GRADE 36" 1 INN 4r MIN 103' MAX 7 \L- PLUS ENDS OF SPARE DUCTS BORE PIT S HANDHOLE PLACEMENT DETAIL (PITS) USE 3ET SCREW TO SECURE N GROUND WIRE THREAD IN BRASS 1N. X V LONG STUD TO DESIRED DEPTH. INTO THREADED HOLE R LOCATIONS PROVIDED} PLACE 'KA4C' TERMINAL BLOCK OVER STUD, SECURE IN PLACE WITH BRASS HEI NUT. FHD GROUNDING DETAIL 1 U, 42 9R6�42 9M. 3- TD 9'UV 712' 42 91W- FON n . WP" 11413' W � P1 S RAST F LY Y IQ NOM MET PIT oe -S ICED AR 11}r NSW WALL TO WALL W -P WALL TO POLE O 44" HE 14.8" CONTRACTOR TO TRENCH ACID BACKFI STANDARDLL 7G CITY NOTES, 26" WIDTH FDX GEN 3e PAD MOUNT ASPHALTSURFACE VARIES /- STREET SUBSURFACE VARIES -,-WARIONG TAPE 12" BELOW SURFACIS -T CONDUIT -rT01S 3ANDRABEFOR PROTECTION OF CONDUIT TYPICAL 1.4' OR 1.1.25" CONDUIT TRENCH �-AaIN1LLYsupaw wuDm /-6TRm6unupAu vA1um -�wMNIMO T- OSLODUw- �_f.r CoxOurr OY,DCo IROT6CTNIN WCONDUIT CONTRACTOR TO TRENCH AND BACKFILL TO CTA - STANDARD TYPICAL 2-1.25" CONDUIT TRENCH YpAGI YARD TAP61T 6MW W pACt r TD tr nu,D AA66 F4R IRDT6CTMN w CONDUIT CONTRACTOR TO - TRENCH AND SACKFILL TO CITY STANDARD TYPICAL 3-1.25" CONDUIT TRENCH W w' mTla /SI S Nm L CUSTOMER IS VEREM SPECIFY I= anlmviromSHIT E. TIST ASSEMBLY is RATED FOR A STATS 6 �-Sq Rp[ WINED ILLI DESIGN LEAD IOAW UN. OVER A Ir X O RAST 2C AREA AND MUST PASS A M8E6N STATIC ICE WITH O BORW U. IN DDD TR-m-QDDW- wm � ImLBUN ESS IN ntm3wn ARE IN 1 Mt�T 011 AM K DID SRLCN p a RAM �! A „ • - RED 4 \, �1R t101R OI DO ex Us •TRIM OR amam AIM NANDHOLE - 24' X 36 O ' X 2 01 °o 20X RATING = Bmf 6 2 PC SPLIT COVER ITEM ID 911691 v% cghv mA PC RISER DETAIL GENERAL LU's LIVING UNITS SFU'B SINGLE FAMILY UNITS MDU's MULTI -DWELLING UNITS ® PROPERTYADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY -CF- CURB FACE -GSW- CONCRETE SIDEWALK -PKWY-PARKWAY -F/L- FENCE LINE -ROW- RIGHT OF WAY -BSW- BACK OF SIDEWALK GUARDRAIL -COM- COMMUNICATIONS LINE -DRN- STORM DRAIN LINE -GAS- GAS LINE -PWR- POWER LINE -SAN- SANITARY SEWER UNE -NRR- WATER LINE -EDP- EDGE OF PAVEMENT i--I--F-} RAILROAD TRACKS -�E�- CENTER LINE KP7 POWER TRANSFORMER Code :2ww Mu.0- b a haaed Be1aTe a 'Po mH to Excavate W be valid. Fw year Dig ANrt L0. NomOw Oa! Call: Pg: 879; Grid: E2 GTT OA C002 M0. LA QUINTA MR6 C6NT61D �r�u 4POAODK >tl" OLINM011 0• D6a,oMAD M P Ac SCALE lata OLIPGMI NTS CITY OF FEEDER RI LA QUINTA ENCROACHMENT PERMIT 1_ 4 DP BURIED PLANT OBORE PIT FP FLOWER POT NSW WALL TO WALL W -P WALL TO POLE O ONE CONDUIT TWO CONDUIT THREE CONDUIT FIBER DISTRIBUTION HUB (FOH) C3 HANDHOLE (HH) M PULL BOX (PB) O MANHOLE (MH) O SLACK/ STORAGE LOOP All GROUND ROD 250hn Q CABLE IN CONDUIT AERIAL -� POLE ANCHOR ® POLE •- DOWN GUY RISER DETAIL GENERAL LU's LIVING UNITS SFU'B SINGLE FAMILY UNITS MDU's MULTI -DWELLING UNITS ® PROPERTYADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY -CF- CURB FACE -GSW- CONCRETE SIDEWALK -PKWY-PARKWAY -F/L- FENCE LINE -ROW- RIGHT OF WAY -BSW- BACK OF SIDEWALK GUARDRAIL -COM- COMMUNICATIONS LINE -DRN- STORM DRAIN LINE -GAS- GAS LINE -PWR- POWER LINE -SAN- SANITARY SEWER UNE -NRR- WATER LINE -EDP- EDGE OF PAVEMENT i--I--F-} RAILROAD TRACKS -�E�- CENTER LINE KP7 POWER TRANSFORMER Code :2ww Mu.0- b a haaed Be1aTe a 'Po mH to Excavate W be valid. Fw year Dig ANrt L0. NomOw Oa! Call: Pg: 879; Grid: E2 GTT OA C002 M0. LA QUINTA MR6 C6NT61D �r�u 4POAODK >tl" OLINM011 0• D6a,oMAD M P Ac SCALE lata OLIPGMI NTS CITY OF FEEDER RI LA QUINTA ENCROACHMENT PERMIT 1_ 4 DP