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5075Fi 4 __7 ZI ENCROACHMENT PERMIT FAR 2 8 2008 PUBLIC WORKS CONSTRUCTION For the .constru Lion ofWblilin r r s, nveways, pavements, sidewalks, parking lots, sewers, -works improvemen MINO IMPROVEMENTS and APPROVED SUBDIVISIONS. Finance Revenue Coe E-1 1 S� water mains and other like public Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:April 25, 2006 LOCATION OF CONSTRUCTION (Street address or Description): Centre Pointe PM 31116; Washington and Miles PURPOSE OF CONSTRUCTION: Off site tie-ins on Washington and Miles and Onsite water improvements- UFO 110 DESCRIPTION OF CONSTRUCTION: See CVWD plan 33855 Its DIMENSION OFINSTALLATION OR REMOVAL: Z APPROXIMATE TIME WHEN WORK WILL BEGIN:Mg' 2006 TIME OF COMP LETION:1 day for each tie-in ESTIMATED CONSTRUCTION COST: $_1__,600.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777= 7075. Comply with all applicable City Ordinances,. the terms and conditions of the permit and all pplicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this woyl or Agent CP Development, La Quinta, LLC - Roger Lacroix 77564 Country Club Dr. Suite 100 Palm DesertCA (760) 275-4167 Name of Applicant (please print) Business Address Telephone No. C.1nc ey 1 Jacobsson Engineering Construction 41-625 Eclectic Suite L-1 Palm DesertCA 92255 (760) 340-0194 Name.of Contractor and Job Foreman Business Address Telephone No. 65389 3026 Contractor's License No. City Business License No. Lexington Insurance Company 2156620 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $NA $100.00 $ $100.00 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.5075 DATE ff4�PPROVED: 4 Z 7/0 EXPIR�rVATA (� /z7 �`7 Administrative Authority Finance Revenue Code E-1 rc, AM? 2 g 100 U 5 . 2 �c�U� �`�� f 6 ENCROACHMENT PERMIT � 0 CF yOFf .A fNrq PUBLIC WORKS CONSTRUCTION For the construction of public or pnva e'ccirbsiveways, 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:April 25, 2006 LOCATION OF CONSTRUCTION (Street address or Description): Centre Pointe PM 31116; Washington and Miles PURPOSE OF CONSTRUCTION: Offsite tie-ins on Washington and Miles and Onsite water improvements DESCRIPTION OF CONSTRUCTION: See CVWD plan 33855 DIMENSION OFINSTALLATION OR REMOVAL: Z. APPROXIMATE TIME WHEN WORK WILL BEGIN:May/2006 TIME OF COMPLETION:1 day for each tie-in ESTIMATED CONSTRUCTION COST: $1,600.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work. undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 707 5. Comply with all applicable City Ordinances, the terms and conditions of the permit and all pplicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this woy A re)WAppficght or Agent CP Development, La Quinta, LLC - Roper Lacroix 77564 Country Club Dr. Suite 100 Palm DesertCA (760) 275-4167 Name of Applicant (please print) Business Address Telephone No. Jacobsson Engineering Construction 41-625 Eclectic Suite L-1 Palm DesertCA 92255 (760) 340-0194 Name.of Contractor and Job Foreman Business Address Telephone No. 65389 Contractor's License No. City Business License No. Lexington Insurance Company 2156620 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $NA $100.00 S $100.00 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.5075 DATE{Q1,PPROVED: _4 12,7106. EXPIRIQ�\IO�iV DATEN az % /L9`7 BY: \I�� \N�L W _. - Administrative Authority PUBLIC. WORKS DEPARTMENT,, APPLICATION FOR PERMIT 0 Date: Tract No:. 3 (p Tr�oljjectt Name: /�1 i Vicinity:, J Olt t 1t I` S-� (Y l i n*.-i1 ,rR S Purpose of Construction (Ex: Grading, Mite Street Descrigtioq of Construction (Ex: See Plan Set No. 01234) - _ S� CVWO 1��: 3385 S Dimension of Installation or Removal:� Approximate Construction Start Date: ' Approximate Construction Completion Estimated Construction Cost: $ Estimated Construction Cost shall include the removal of all obstructions, materials, and c placing perrrianent.resurfacing and or replacing improvements Contact Name: Lay aMAA1, Phone r Name of Applicant/Owner:. Q Applicant Address: 5 C. Applicant Telephone Number: Name of Contractor: (_ Contractor. Address: - - Contractor Telephone Number:. U ---(-))944 _ Contractor State License Number: p S I✓ Contractor City Business License Number: ' aLo T. o d. �7 . k-filling, compaction and r: ip u -XCi 101,1 ► A COPY OF. THE CURRENT_INSURANCE CERTIFICATE MUST BE PROVIDED 4 Applicant or Contractor Gen ral Liability Insur ce Company. Applicant or Contractor General Li lity Insurance Policy Number: 2r Office Use Only: Inspection Fee: A) Permit Fee: t o. JJ As -Built Deposit: Dust Control Deposit: Credit — _Amount- . --- . TOTAL FEE DUE: Office Use Only: Assigned Permit Number. D 7, Approval Date: Expiration Date: Issue Date: City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 5075 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 app/v when indicated ® R1 NOTIFICATION: Permittee shall be notified 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. ® IRS 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 Y2") 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 two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A " ) inches of A.0 surfacing placed on a ( " N/A ") inch (" N/A " ) aggregate base 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 5075 The following shall always app/v. 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 Arainage 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 be notified 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 W) 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 two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( "" N/A "" ) inches of A.0 surfacing placed on a ( "" N/A'") inch ('" N/A "" ) aggregate base 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.5075 Centre Pointe- at La Quinta/Offsite & Onsite Water/Parcel No. 31116 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. Jacobsson Engineering Construction and/or CP Development, LLC hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. . 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 5. 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) neither before 8:30 a.m. nor after 4:30 p.m. 6. 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 Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 7. 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. Special Conditions Page 1 of 6 PERMIT NO.5075 Centre Pointe at La Quinta/Offsite & Onsite Water/Parcel No. 31116 8. 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. 9. 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. 10. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. 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. 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. 12. 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. 13. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Associate Engineer at 777-7089 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. Special Conditions Page 2 of 6 PERMIT NO.5075 Centre Pointe at La Quinta/Offsite & Onsite Water/Parcel No. 31116 14. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 15. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 16. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. 17. 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 Associate Engineer. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 18. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 19. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and ifpossible alternate routes The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 20. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with 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 3 of 6 PERMIT NO.5075 Centre Pointe at La Quinta/Offsite & Onsite Water/Parcel No. 31116 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 Hof 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. 21. 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. 22. All landscaping, irrigation, decorative rock, decorative concrete; lighting, etc., shall be replaced to its original condition. 23. Access and egress to all local properties shall be maintained 'at all times. 24. 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: Special Conditions Page 4 of 6 PERMIT NO.5075 Centre Pointe at La Quinta/Offsite & Onsite Water/Parcel No..31116 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/" max medium asphalt concrete as the base course lift and a City approved %" 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. 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/" 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. 25. 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. Special Conditions Page 5 of 6 PERMIT NO.5075 Centre Pointe at La Quinta/Offsite & Onsite Water/Parcel No. 31116 26. 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. 27. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 28. 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. 29. 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.5075 Centre Pointe at La Quinta/Offsite & Onsite Water/Parcel No. 31116 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. Jacobsson Engineering Construction and/or CP Development, LLC hereinafter referred to as . "Permittee", shall be responsible for providing continuous dust and erosion control. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 5. 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) neither before 8:30 a.m. nor after 4:30 p.m. 6. 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 Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 7. 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. Special Conditions Page l of 6 PERMIT NO.5075 Centre Pointe at La Quinta/Offsite & Onsite Water/Parcel No. 31116 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. 9. 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. 10. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982)., advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. 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. 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. 12. 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. . 13. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Associate Engineer at 777-7089 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. Special Conditions Page 2 of 6 PERMIT NO.5075 Centre Pointe at La Quinta/Offsite & Onsite Water/Parcel No. 31116 14. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 15. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs. prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 16. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. 17. 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 Associate Engineer. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 18. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 19. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and ifpossible alternate routes The message board shall be provided for the commuters 48 hours prior to the start of traffic delays 20. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with 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 3 of 6 PERMIT NO.5075 Centre Pointe at La Quinta/Offsite & Onsite Water/Parcel No. 31116 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. 21. 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. 22. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 23. Access and egress to all local properties shall be maintained at all times. 24. 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: Special Conditions Page 4 of 6 PERMIT NO.5075 Centre Pointe at La Quinta/Offsite & Onsite Water/Parcel No. 31116 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 andbase 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/" max medium asphalt concrete as the base course lift and a City approved %" 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. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations ate not performed in the same day as base paving operations, the base course lift of 3/" 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. 25. 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. Special Conditions Page 5 of 6 PERMIT NO.5075 Centre Pointe at La Quinta/Offsite & Onsite Water/Parcel No. 31116 26.. 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. 27. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 28. 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. 29. 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 SIGNING AND POST. QUANTITY DESCRIPTION SIZE (INCH) INSTALL RELOCATE REMOVE 439-5 EXIST 1 EA R1-2 EXIST 1 EA R2(50) 36 X 45 1 EA R7 24 X 30 2 EA 1 EA .R7A EXIST 1 EA R18-2 36 X 36 3 EA R26(S) 12 X 18 6 EA R35 EXIST 1 EA R48 EXIST 1 EA R61 (MOD) 48 X 30 1 EA R63 24 X 30 2 EA R81 12 X 8 1 EA RB1B 8 X 5 1 EA TYPE N-4 18 X 18 2 EA W3 36 X 36 1 EA W6(25) 24 X 24 1EA - W11 36 X 36 2 EA W41 EXIST 1 EA W59 36 X 36 1EA W75 36 X 36" 2 EA .SPECIAL (SEE PLAN) EXIST / EA POST 4 X 4 21 EA POST 4 X 6 10 EA. POST EXIST 7A O O O O 00 N LL_ Q p� _ V) LLJ L j LL-I z Ld = L 'LI V I cQ G STRIPING AND PAVEMENT MARKING QUANTITY DESCRIPTION THERMOPLASTIC INSTALL REMOVE 4' SOLID WHITE 300 LF 4' SOLID WHITE RIGHT EDGELINE PER CALTRANS DETAIL 27B 400 LF 4' SKIP WHITE PER CALTRANS DETAIL 12 3075 LF 275 LF 4'/4' DOUBLE YELLOW PER CALTRANS DETAIL 29 195 LF 6' SOLD WHITE PER CALTRANS DETAIL 39 1005 LF 8' SKIP WHITE PER CALTRANS DETAIL 37B 40 LF 8' SOLID WHITE PER CALTRANS DETAIL 38 1225 LF 85 LF 8' SOLID WHITE PER CALTRANS DETAIL 38A 95 LF 12' SOLID WHITE 620 LF 315 LF INSTALL TYPE VI(L) TURN ARROW 6 EA INSTALL TYPE VI(R) TURN ARROW 5 EA 2 EA INSTALL TYPE VI LANE DROP ARROW 6 EA BIKE' 'LANE' 'ARROW- MARKING 3 EA 'SIGNAL' 'AHEAD' PAVEMENT MARKING 3 EA TYPE 'G' RPM 134EA " TYPE 'D' RPM 10 EA TYPE 'C' RPM 4 EA TYPE A (WHITE) NON REFLECTIVE MARKER 28 EA TYPE AY (YELLOW) NON REFLECTIVE MARKER 62 EA i SN�NGl ON `,1 A N R7/R7A V'lr 9 Rg\ / 7S GSy G2 G33 R-1501 �/ - - 1��0O7 / A NTZ DGUINZA //�_•. 1/9 3 Cp9�OF E • 3 9 1 i R=50' Its o. EX151 RAW / }A � i N EXIST EP 53 ' - - -- _ i 32�� - ��,/ .. - 2101 4'1. '0 7j •• .•+'_' 29 30 lklb- - R26 _-� — -' \43I CMG �e I45 RR26(Si \_ 6 -S.. PR R26(S) R26(S) LEGEND . EXISTING STRIPING & MARKINGS TO BE REMOVED — b _ EXISTING STRIPING & MARKINGS TO REMAIN PROPOSED STRIPING & MARKINGS L� EXISTING SIGN & POST TO BE REMOVED OR RELOCATED. (� EXISTING SIGN & POST TO REMAIN INSTALL SIGN AND POST. 0' EXISTING SIGNALIZED INTERSECTION 1 J4, l li r� .7 a /I / /'J• / Rs SIB. 9' �• ' J �y 7 SFF �ivF + Raw StiFF� , STD � fp 0, - so 3 OO R7az G101A 4411 N. 59 V • . , Sow �. _ _ � � � Iu. ......... 4 r^ O • Ng NF15 Ns STRIPING NOTES ,. pT gTe`Z O INSTALL 4' SKIP WHITE PER CALTRANS DETAIL 12. WS9 �2 INSTALL 4' SOLID WHITE RIGHT EDGELINE PER CALTRI NS DETAIL 27B ❑3 INSTALL TYPE A PER CALTRANS DETAIL 40A. ,❑4 INSTALL 4-/4' DOUBLE YELLOW PER CALTRANS DETAIL 29.. ® INSTALL 6- SOLID WHITE PER CALTRANS DETAIL 39. O7 INSTALL 8' SKIP WHITE PER CALTRANS DETAIL 37B ❑8 INSTALL 8' SOLID WHITE PER CALTRANS DETAIL 158. O9 INSTALL 12' SOLID WHITE. 10 INSTALL TYPE IV(L) TURN ARROW. it INSTALL TYPE IV(R) TURN ARROW. 12 INSTALL TYPE VI LANE DROP ARROW. 15 INSTALL 50' - (4- SOLID WHITE) WITH 2 TYPE 'G' REFLECTIVE PAVEMENT MARKERS 16 INSTALL 8' SOLID WHITE PER CALTRAN DETAIL 38A 17 INSTALL 'SIGNAL AHEAD' PAVEMENT MARKING PER CALTRANS STD. PLAN A240 - ' ' 18 INSTALL BIKE LANE ' PAVEMENT MARKING PER CALTRANS STD. PLAN A24D AND BIKE LANE PAVEMENT MARKING ARROW (L=4'). 7g INSTALL TYPE AY YELLOW NON - REFLECTIVE BUTTON O 4' O.C. 1-800-227-2600 REVISIONS UNDERGROUND UTILITIES & STRUCTURES PREPARED UNDER VW6TS9aWV 1 Korve NO. DESCRIPTION REVISED - APPROVED APPROVED BY: Irs rNE LA- CALL AT (CAST TMV THE SUPERVISION OF: .yY W MAL BEFORE w .G °'� PRION w S" 1 Engineering BY °"lE BY °"iE YOU DIG I TO EXCAVAnNc THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR V` Q STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH Of No. 35458 ' /GYA L�� AVAILABLE. RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO 9 B9 ys-y2s w1. Pmm Oi.e. guile Ism EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE ♦ EIq.�- ♦ C 3I °HT. U Nm. UNDERGROU D SERVICE ALERT CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 5/28/98 (619) 770 9444 (916) 710-3513 I. s mVIKLRK —1 PROTECT THE. UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION � CIN BEFORE EXCAVAnNG. THE CONTRACTOR SN L VERWY THE OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. JIMMY W. SIMS DATE �� Ka•e Job ft 596060.0 CHRIS VOGT DATE LOCATION a UNDERGROUND UDUnES BY 1NTAcn11 " �. Kme r2. Nmn.: 6060-I0.13 c DIRECTOR OF PUBLIC WORKS /CITY ENGINEERUTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 Lm1 Pm1 ft. 5/28/98 ® REMOVE EXISTING STRIPING (SANDBLASTING) © REMOVE EXISTING PAVEMENT MARKINGS (THERMOPLASTIC) [GRIND] SIGNING NOTES Pl INSTALL R7 AND TYPE N-4 ON 4'X4' WOOD POST. SEE DETAIL 'A' ON SHEET 11. NS INSTALL NEW SIGN ON 4'X4' WOOD POST UNLESS OTHERWISE NOTED AS •• ES EXISTING SIGN TO REMAIN. RS EXISTING SIGN TO BE REMOVED. LS EXISTING SIGN TO BE RELOCATED. •• - SIGN TO BE INSTALLED ON 4'X6' WOOD POST COUNTY PROJECT MS 3725 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY CITY Of LA CIUINTA 1 J4, l li r� .7 a /I / /'J• / Rs SIB. 9' �• ' J �y 7 SFF �ivF + Raw StiFF� , STD � fp 0, - so 3 OO R7az G101A 4411 N. 59 V • . , Sow �. _ _ � � � Iu. ......... 4 r^ O • Ng NF15 Ns STRIPING NOTES ,. pT gTe`Z O INSTALL 4' SKIP WHITE PER CALTRANS DETAIL 12. WS9 �2 INSTALL 4' SOLID WHITE RIGHT EDGELINE PER CALTRI NS DETAIL 27B ❑3 INSTALL TYPE A PER CALTRANS DETAIL 40A. ,❑4 INSTALL 4-/4' DOUBLE YELLOW PER CALTRANS DETAIL 29.. ® INSTALL 6- SOLID WHITE PER CALTRANS DETAIL 39. O7 INSTALL 8' SKIP WHITE PER CALTRANS DETAIL 37B ❑8 INSTALL 8' SOLID WHITE PER CALTRANS DETAIL 158. O9 INSTALL 12' SOLID WHITE. 10 INSTALL TYPE IV(L) TURN ARROW. it INSTALL TYPE IV(R) TURN ARROW. 12 INSTALL TYPE VI LANE DROP ARROW. 15 INSTALL 50' - (4- SOLID WHITE) WITH 2 TYPE 'G' REFLECTIVE PAVEMENT MARKERS 16 INSTALL 8' SOLID WHITE PER CALTRAN DETAIL 38A 17 INSTALL 'SIGNAL AHEAD' PAVEMENT MARKING PER CALTRANS STD. PLAN A240 - ' ' 18 INSTALL BIKE LANE ' PAVEMENT MARKING PER CALTRANS STD. PLAN A24D AND BIKE LANE PAVEMENT MARKING ARROW (L=4'). 7g INSTALL TYPE AY YELLOW NON - REFLECTIVE BUTTON O 4' O.C. 1-800-227-2600 REVISIONS UNDERGROUND UTILITIES & STRUCTURES PREPARED UNDER VW6TS9aWV 1 Korve NO. DESCRIPTION REVISED - APPROVED APPROVED BY: Irs rNE LA- CALL AT (CAST TMV THE SUPERVISION OF: .yY W MAL BEFORE w .G °'� PRION w S" 1 Engineering BY °"lE BY °"iE YOU DIG I TO EXCAVAnNc THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR V` Q STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH Of No. 35458 ' /GYA L�� AVAILABLE. RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO 9 B9 ys-y2s w1. Pmm Oi.e. guile Ism EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE ♦ EIq.�- ♦ C 3I °HT. U Nm. UNDERGROU D SERVICE ALERT CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 5/28/98 (619) 770 9444 (916) 710-3513 I. s mVIKLRK —1 PROTECT THE. UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION � CIN BEFORE EXCAVAnNG. THE CONTRACTOR SN L VERWY THE OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. JIMMY W. SIMS DATE �� Ka•e Job ft 596060.0 CHRIS VOGT DATE LOCATION a UNDERGROUND UDUnES BY 1NTAcn11 " �. Kme r2. Nmn.: 6060-I0.13 c DIRECTOR OF PUBLIC WORKS /CITY ENGINEERUTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 Lm1 Pm1 ft. 5/28/98 ® REMOVE EXISTING STRIPING (SANDBLASTING) © REMOVE EXISTING PAVEMENT MARKINGS (THERMOPLASTIC) [GRIND] SIGNING NOTES Pl INSTALL R7 AND TYPE N-4 ON 4'X4' WOOD POST. SEE DETAIL 'A' ON SHEET 11. NS INSTALL NEW SIGN ON 4'X4' WOOD POST UNLESS OTHERWISE NOTED AS •• ES EXISTING SIGN TO REMAIN. RS EXISTING SIGN TO BE REMOVED. LS EXISTING SIGN TO BE RELOCATED. •• - SIGN TO BE INSTALLED ON 4'X6' WOOD POST COUNTY PROJECT MS 3725 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY CITY Of LA CIUINTA KHALED A. OTHMAN RCE 33950 EXP. 6/30/02 DATE PIBR Set N0. 03 RECOMMENDED DATE CITY OF LA OUIWA DRAWN Br. SIGNING AND STRIPING PLAN SCALE: MILES- AVENUE / WASHINGTON STREET 1"`40• DESIGNED BY: TCH 6ATE. 5/28/98 CHECKED BY: .DRAWNG N0. SNEET GF SHEETS JW4 ------ 10 OF 32 SIGNING AND POST, QUANTITY DESCRIPTION SIZE (INCH) INSTALL RELOCATE REMOVE G9-5 EXIST 1 EA .Rf=2 -EXIST 1 EA R2(50) 36 X 45 1 EA R7 24 X 30 '2 EA 1 EA .R7A EXIST 1 EA R18-2 - 36 X 36 3 EA R26(5) 12 X 18 6 EA R35 EXIST 1 EA R48 EXIST I EA R61 (MOD) 48 X 30 1 EA R63 24 X 30 2 EA R81 12 X 8 1 EA R818 8 X 5 1EA TYPE N-4 18 X 1& 2 EA W3 36 X 36 1 EA W6(29) 24 X 24 1 EA Will 36 X 36 2 EA W41 -EXIST 1 EA W59 36 .X 36 1 EA W75 36 X 36 2 EA .SPECIAL (SEE PLAN) EXIST I EA .. .POST 4 X 4 21 EA ' POST - —4.X 6 10 EA. POST EXIST 7 EA STRIPING AND PAVEMENT MARKING QUANTITY / 1 G1 653 J i pt _ - / R-150 ' C G R7/R7A WPSH\N_-i-:—' A soF��a" ' / S s R-50' 3 9 a 'o V ' `f a 3S g O t0 •� .� � t 0 Oa6tja6 � as .-EX15t R/'M _' 34 i ' Q�' 0. _ — — yi l� - - i - --�� ` J�• .. �. / SAS N---_----------------_--_ _ - ,z,- _ J LL sn _ _ � • N — — � 31 � ' — J � � � / - // (' A1:s c S/J � . Jl.; • �.; C Q Q Y 30 _ _ �- - — _ N29 » r—� L1J — — — -_-- - --_ - -��� car LLJ LLI qJ W -r t 6 L5 paw a/wZly4�p� sQ��j: f'-- NS R26(S) Q • / '� /' R26(S) Rjrl-41 � q6 is ?� L• JJ, ti LEGEND / / EXISTING STRIPING h MARKINGS TO BE REMOVED b EXISTING STRIPING k MARKINGS TO REMAIN / _ kJJ�� Ny. JS• PROPOSED STRIPING k MARKINGS H T% •• J i /U• 3J J/ sq 9 9' / �JY C; EXISTING SIGN R POST TO BE REMOVED OR RELOCATED. EXISTING SIGN Q POST 10 REMAIN4f �C4 , i INSTALL SIGN AND POST. O$ EXISTING SIGNALIZED INTERSECTION FFT 1� T'q , . of S'`S 33 0 00 DESCRIPTION THERMOPLASTIC INSTALL REMOVE 4' SOLID WHITE 3DO LF 4' SOLID WHITE RIGHT EDGEUNE PER CALTRANS DETAIL 278 400 LF ' 4' SKIP WHITE PER CALTRANS DETAIL 12 3075 LF 275 LF ' 4'/4' DOUBLE YELLOW PER CALTRANS DETAIL 29 195 LF 6' SOLID WHITE PER CALTRANS DETAIL 39 1005 LF 8' SKIP WHITE PER CALTRANS DETAIL 378 40 LF 8' SOLID WHITE PER CALTRANS DETAIL 38 1225 LF 85 LF 8' SOUO'WHITE PER CALTRANS DETAIL 38A 95 LF 12' SOLID WHITE 620 LF 315 LF INSTALL TYPE VI(L) TURN ARROW 6 EA. INSTALL TYPE VI(R) TURN ARROW 5 EA 2 EA INSTALL TYPE 'A LANE DROP ARROW 6 EA -BIKE"'LANE' 'ARROW MARKING 3 EA. 'SIGNAL' 'AHEAD' PAVEMENT MARKING 3 EA TYPE 'G' RPM' 134 EA ' TYPE 'D' RPM 10 EA TYPE -C' RPM 4 EA TYPE A (WHITE) NON REFLECTIVE MARKER 28 EA TYPE AY (YELLOW) NON REFLECTIVE MARKER 62 EA I 1-800-227=2600 ' UNDERGROUND UTILITIES k STRUCTURES PREPARED UNDER. 9T�¢Sav41 ' KOfve re BE LAW I CALL Ar Iusr rr9 THE SUPERVISION OF: •( W OnL BEFORO' TO EXCA DAYe PR10R S/� , ETlginee�ing +OU OG I ro DzuvAmc THE EXISTENCE, AND LOCATION OF ANY UNDERGROUND UTILITIES OR .� �/ AVAILABLESTRUCTUR, RECORDS. OWN IN TO THE BESTS OF HOUR BTAINED. BY KNOWLEDGE. ATHERE CH OF AR O NO'� CALF EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE 9 9 a-6a Dm. P— Od•c S lc 15m uNDcgcgDUliD scRlncc Aiigr CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 4 E,�. • Cd—d QIz a 972N . a sou1.•N._wra•++ PROTECT THE. UTILITIES SHOWN. AND IS RESPONSIBLE FOR THE PROTECTION 5/28/98 (619) 77o-w4+ (916) 71 350 F. 9[Fpi[ [zGVARNO,.n¢ cf)NrRACrOt sNA1L v6g6Y n¢ OF. AND ANY DAMAGE TO THESE LINES OR STRUCTURES. JMMY W. SIMS DATE+r� Cm zo. aw , 596o6o.O rauimq a ugDTgtndm[i'uTAI�s 9v cwrcnNe ' u1urY OIIIiFRGROUND sTA�•ICD"AuS+r Ar I-eDO-zv-z6ao im. Pr 1 Dd.: s/ze/9a APPROVED BY: / A / I • JQ / psT RP"_ / J3. / / SZ Ep AN / 'ft a _ 4 t a OA / t 63 RJe STRIPING NOTES �1 INSTALL 4' SKIP WHITE PER CALTRANS DETAIL 12. Q2 INSTALL 4-.SCUD WHITE RIGHT EDGEUNE PER CALTRANS DETAIL 27B O3 INSTALL TYPE A PER CALTRANS DETAIL 40A ,© INSTALL 4-/4- DOUBLE YELLOW PER CALTRANS DETAIL 29,_ © INSTALL 6- SCUD WHITE PER CALTRANS DETAIL 39. �7 INSTALL8' SKIP WHITE PER CALTRANS DETAIL 37B O8 ,INSTALL 8- SOLID WHITE PER CALTRANS DETAIL M. ❑9 �wSTALL 12' SOLID WHITE. 10 NSTALL TYPE IV(L) TURN ARROW. 11 'INSTALL TYPE IV(R) TURN ARROW. 1T INSTALL: TYPE VI LANE DROP ARROW. INSTALL 50' - (4' SOLID WHITE WITH 2 TYPE 'G• 15 REFLECTIVE PAVEMENT MARKER 16 INSTALL 8' SOLID WHITE PER CALTRAN DETAIL 3BA INSTALL - 17 CALTRARS MAL�NAHEA24POAVEM' - M' ' NC PER 18 INSTALL 'BIKE LANE - PAVEMENT MARKING PER CAL(TtARS STD. PLAN A24D, AND 91KE LANE PAVEMENT MARKING ARROW (L-4'). Ig INSTALL TYPE AY YELLOW NON - REFLECTIVE BUTTON O 4' O.C. ® REMOVE EXISTING STRIPING (SANDBLASTING) © REMOVE EXISTING PAVEMENT MARKINGS (THERMOPLASTIC) (GRIND) SIGNING NOTES Pl INSTALL R7 AND TYPE N-4 ON 4'X4' WOOD POST. SEE DETAIL 'A' ON SHEET I I. N$ INSTALL NEW SIGN ON 4'X4' WOOD POST UNLESS OTHERWISE NOTED AS •• ES EXISTING SIGN TO REMAIN. RS EXISTING SIGN TO BE REMOVED. OEXISTING SIGN TO BE RELOCATED. •• - SIGN TO BE INSTALLED ON 1'X6' W000 POST i COUNTY PROJECT MS 3725 COUNTY OF RNERSIDE TRANSPORTATION DEPARTIMENT APPROVED BY CRYOILAQUINTA KHALED A. OTHMAN DATE Plan Set Na RCE 33950 EXP. 6/30/02 03 RECOMMENDED DATE CITY OF LA OUINTA O+A"N Or. SIGNING AND STRIPING PLAN a•. ' By'. MILES MILES AVENUE / OArt: '_ i° TCH WASHINGTON STREET 5/28/98 CHRIS VOGT DATE 04EOCFO Br. .DRAMNG NO. 91FET OF 91FE15 DIRECTOR OF PUBLIC WORKS / CITY ENGINEER JWS------. 10 OF 32 . -.APR-03-2006 MON 09:56 AM Palm Springs Pump, Inc, FAX NO. 7603473467 P. 05 ^� P1Ia1m Springs Pump, Inc. Invoice 8:j-651 Dr. Camon Blvd Date Invoice # � � Ii.1dio, CA 92201 4/3/2006 06-9652 Bill To Ciry C 7f 1. it Quinta/SilverRock 79-49 5 C alle Tampico � Po Box .504 G l La Qt.intI, Ca 9�253 P.O. Number Terms Due pate PSRJob# 4/3/2006 Date of Stlivice Description Quantity Price Each Amount Maintenance an water well pump as per contract to drill 8,160.00 8,160.00 new irrigation water wcll for SilverRoek golf course. J� ry APPROVED FO PAYME T BY BY • ACCOUNT NO. ifa DESCRIPTION AMT. TO PAY V* If you h jwj: any questions, please call Michael Mann @ 760-342-2603 Sales Tax (7.75%) $0.00 Invoice,, nipt paid by due date: will incur interest/finance charges of 18% per Total $s,16o.00 annum, calculated monthly. Piilone # Fax #, 76 0 : V-2603 760-:147-3467 T 3 4AR9 1 q y PALM SPK[NUS Pu4wP INU.- 83-651 Dr. Carreon Blvd Indio, C. 92201 INVOICE 05-8840 21-Jun-05 RE-- Progress Payment # 2 10°/a Ketennunwuu%um' Balance Due 4� I 0 w N I O O m . 3 O O co cn rn `rJ Iw -o cn -o c a v Rg 0 w PALM SPRINGS PUMP INC 83-651 Dr. Carreon Blvd Indid, Ca. 92201 Bill to: City of LaQuinia Project Name: SiiverRock Project'Number: 2002-07J 4/5/2005 1 -Mobilization 4/5/2005 2 Dust Control 4/5/2005 3 Drill 12.25" Pilot Hole 4/5/2005 4 Pilot bore to 46" 4/5/2005 51 Install Conductor Pipe 4/5/2005 6T Install Sanitary Seal 4/5/2005 7 Ream pilot hole to 26" 4/5/2005 8 Caliper Survey 4/5/2005 9 Geophysical & Electric pilot Boreho 4/5/2005 10 install blank Casing 4/5/2005 11 Install Perforated Casing 4/5/2005 12 install Gravel Envelope N/A N/A 13 14 Well Development Conduct Well Production Test b P NIA 15 Furnish & Install Well Pump N/A 1 16 Furnish & Install 12`0" W x 81011 st NIA 17 Masonry Wall well enclosure N/A 1 B Site Electrical NIA 19 One near operation & maintenance ...�...r nt nroe silt 5-May-05 RP: Progress Paaymenf #1 43,115.00 43,115.00 100°% 1 2,500.00 2,500.00 100% 1,001) 10.00 10,000.00 100°% 50 50 2,50D.00 100% 50 115,00 5,750.00 100% 350 24.00 8,401100 100% 950 15 14,250.00 100% 12.000.00 12,000,00 100% _1 1 5,000.00 5,000.00 100°/, 475 62.00 29,450.0D 100% 475 101.00 47,975.00 1 OD°% 65 228.00 1 B,200.00 0% O.OD 0% 0.00 0% 0.00 0% 0.00 0% 0.00 0°% 0.00 0% 0.00 Total 199,1140.00 '10% Retention/Subtotal -19,914.00 Balance Due $179,226.00 APR-03-2006 MON 09:55 AM Palm Springs Pump, Inca FAX NO.. 7603473467 P al.� F A, X Pumps Inc. i mm �It. D.,LTE: l Q' F, 4X f,. T EL 4: r, r") P. 01 K"651 Dr. Carreon Blvd, - Indic, CA 9'2201 Paone: 760-341-'6U Fay. 7 a-347-346i FAGS ULE T NS�TUTTAL SIFET 77-7 -'// 55- r=— PALGES 760-347-3467 760-342-2-603 C'1,ristine, Pl,:ase advise with any questions or concerns at y_,ur earliest convenience. Thanks, Debbie APR-03-2006 MON 09:56 AM Palm Springs Pump, Inc, Pl�lm Springs Pump, Inc- C' J 5=1-651 Dr. Carreon Blvd PSP Irildio, CA 92201 Bill To City C If L..L Quinta/SilvcrRock 78-49 i C alle Tampico PO Box ' 504 La Qi int Ca 92253 ~i Date of . IF you h� Invoices annum, I Rone # Fax# . 76 3-1,142-2603 760-';47-3467 FAX N0, 7603473467 P.. 04 InvoIII ice pate Invoice # :4/3/2006 06-9G51 vcconvu 1.4 VbbBv^A&rV,-&D WEI b"VAIofJ-EPII s NO SCALE MILES AVE. °0 o rm Z0O 5,t C-20 (R' ol C Rnn� C� 7J 500 FT C �Ift K. R " vO�ooa00000p�� � ov 8 =_ 00000000vr�G� O�oa�00000�pr3 \ q Obi .T d ODpQ p�oovvv000voq c C C= 1 o o vaoovovvv ooao aoo oor�d�®a�OOp LJ DOOO. 4O�ovvo WASHINGTON ST CHANNEL DR. ° 0' F ,N� r bss 0 0 NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND THE CALIFORNIA SUPPLEMENT 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM T BETWEEN THE EDGE OF CUT AND THE NEARESTTRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTYSHALLBEMAINTAINEDATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL IF POSSIBLE. IT APPEARS THAT THE LANE MAY NEED TO STAY CLOSED OVERNIGHT SINCE THE CONCRETE EXTENDS INTO THE TRAFFIC LANE. IF LEFT IN PLACE OVERNIGHT, ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. K-RAIL SHOULD BE CONSIDERED FOR OVERNIGHT. 7. ANY TRENCHES LEFT OPEN OVERNIGHT SHALL BE BLOCK OFF FROM TRAFFIC, BOTH VEHICLE & PEDESTRIAN. C-20 (Rn _ C-18 �- t F 500 FTaoQao�C=a pG:2C=Q=dO0 ICC2�q M HWY. Ili REDUCED TO FIT 50 Street Improvements for Centre Pointe Prime Conftft Tm lc Caft wftctar Jacobsson Engineering Tops N Barricades, Inc. Phone Prepared By Based on Standwd (800)852-TOPS Ron Fifield CALTRANS T 11 ShWNuftw Data ftmh Number 1 of 2 4/24/06 To Be Issued on Approval N w E C-18 ROAD S NO SCALE `� Win° WASHINGTON ST. SEELEY DR 0 0 0 0 f 0 0 ! O D 0 0 d 0 0 D DoDo I I nI I F FT C=18 Reap CONSTRU0 C. 0 (Rn aasan k\.k loe�y w t'&sg 7 700el CES FOR THIS PROJECT SHA MILES AVE. II aaa�'OvvvvvvC�C ovvvvvaaaor�co vovvvvvvavvaaC-1vva Doi, o0 0 0 �" ,0 j� (� �,m2 LANE,. *"afih)C•SO U0CLOSE� D l 350 F �WSED c-36 �r 0 n 350 FTRM C°x�on0 0 0 0 CENTRE POINTE DEVELOPMENT IN ACCORDANCE WITH THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.)AND THE CALIFORNIA SUPPLEMENT. . 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. i 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. . 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY WHEN POSSIBLE. IT APPEARS THAT THE CONCRETE WORK WILL EXTEND INTO THE LANE AND THE WILL NEED TO STAY CLOSED UNTIL WORK IS COMPLETE. ALL TRAFFIC CONTROL DEVICES USE OVERNIGHT SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED z WITH FLASHING LIGHTS. Street Improvements for Centre Pointe ' F�.j 45 Pdme Caftchr -- -- TraUi° Control a c*ft Jacobsson Engineering Tops N Barricades, Inc. Phm ftww By Based an SW dak (800)852-TOPS Ron Fifield CALTRANS T 11 ShedNufftw DataPgRRTU-MRF 2 of 2 4/24/06 To Be Issued on Approval NO SCALE MILES AVE. 'J '1 J 1 ,a IrE6 ICH WORK` 500 FT 500 FT 500 FT •,::�'''a— - — - \yam �~.,�Z�-te ._. WORK R ZP saw L 1 WASHINGTON ST CHANNEL DR. HWY. III � 0 � REDUCED TO FIT Lis Itir, 5V,$5- bss NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND THE CALIFORNIA SUPPLEMENT 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESSTO PRIVATE PROPERTY SHALL BE MAI NTAI NED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL IF POSSIBLE. IT APPEARS THAT THE LANE MAY NEED TO STAY CLOSED OVERNIGHT SINCE THE CONCRETE EXTENDS INTO THE TRAFFIC LANE. IF LEFT IN PLACE OVERNIGHT, ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. K-RAIL SHOULD BE CONSIDERED FOR OVERNIGHT. 7. ANY TRENCHES LEFT OPEN OVERNIGHT SHALL BE BLOCK OFF FROM TRAFFIC, BOTH VEHICLE & PEDESTRIAN. 6711] Street Improvements for Centre Pointe Pdme ombecw Tmmc Cmtrd Cmhdw Jacobsson Engineering Tops N Barricades, Inc. PhWe Prepared By eased m SmrWm (800)852-TOPS Ron Fifield CALTRANS T 11 ShW umber DO Permit Number 1 of 2 4/24/06 To Be Issued on Approva N W-<�E S NO SCALE FT C-20 (Rn cRn molm AWSOD C-18 \ --Z ti —4 WASHINGTON ST. SEELEY DR r MILES AVE. �. c: _ C9 350 rUAURe� 3cf - �>no► c-18 350 FT CENTRE POINTE DEVELOPMENT WITH THE 2003 MANUAL ON UNIFORM CALIFORNIA SUPPLEMENT. . 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. i 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. . 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY WHEN POSSIBLE. IT APPEARS THAT THE CONCRETE WORK WILL EXTEND INTO THE LANE AND THE WILL NEED TO STAY CLOSED UNTIL WORK IS COMPLETE. ALL TRAFFIC CONTROL DEVICES USE OVERNIGHT SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. LnE Si'JJc.I a Date Speed umtt 45 Street Improvements for Centre Pointe Jacobsson Engineering Tops N Barricades, Inc. Ph" Prepared By Baud an Star a (800)852-TOPS Ron Fifield CALTRANS T 11 2 of 2 4/24/06 To Be Issued on A