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4552
NOTE: With prbper validation this form constitutes,an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 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 I II DATE: December 5, 2005 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Avenue 60 and Monroe, Schumacher; T11 32398 (Street address or Description of Location) PURPOSE OF CONSTRUCTION Off —site hewer and water for TM 32398 along Ave 60, sea CVWD Plano DESCRIPTION OF CONSTRUCTION See CVWD Plano DIMENSION OF INSTALLATION OR REMOVAL 1400 LF oewcr and 1300 LF water Sketch (attach construction plans if appropriate) t� Q -7_ -7 0 CA r r 1� '77 SIZE OF EXCAVATION, IF NEEDED` APPROXIMATE TIME WHEN WORK WILL BEGIN Docembn8. 2005_ APPROXIMATE TIME OF COMPLETION �•`T 2006 309 Q00 An ESTIMATED CONSTRUCTION COST $ ENTERE (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: -7 a 7 c6 fir ' = �, Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or prope 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 Comply with all applicable City Ordinances, the terms and conditions of thee)F La Quinta and to pay for any additional replacement necessary as the result /c s..lr,�tit Webb Barton Barton r650) 529-2385 Signature Name of Applicant (please print) of the time when work will be started. rmit and all applicable rules and regulations of the City of this work. Business Address icant or Agent C Telephone No. Desert Pipeline, Inc 83-477 Ave 62 Thermal, CA 92274 399-5194 Name of Contractor and Job Foreman Business Address Telephone No. 251658 Contractor's License No. 1513 City Business License No. Great American Aaourance G•-L P 516620601 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 9,270.00 Permit Fee 100.00 Penalty Cash Deposit -Surety Bond ',if required TOTAL: Receipt No. Received by $ 9,370.00 Date 4552 PERMIT VALIDATION PERMIT NO. 4552 DATE APPROVED I � / / ) 5 EXPIRATION DATE DATE ISSUED 17 / / /) ; ', Ni Administrative Authority Recorded by 11 Telephone: (760) 777-7075 4 44P Q"' C4J RECEIVED PUBLIC WORKS DEPARTMENT DEC .APPLICATION FOR PERMIT pUBLI Date: i Z- S- o f Location of Construction: Li5 j a ,a A, o Mow 2 o c S c� "+ t-r •. T Purpose of Construction: -=d4t rz�165- 1z;r9g A66, v,c-60 . Sce- C.Vwo -s See. Ct1v9 Description of Construcxion: Dimension of Installation or Removal: tM OD L i c.-,ct . )3 00 L Approximate Construction Start Date: J-Z g - 0 5- Approximate Construction Completion Date: /: z - c.) s Estimated Construction Cost: $ ?e 000 Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name: wF R 0 aA rz ra J Phone Number: 6s'O .7 29 23 8S Name of Applicant: S c. i-#a A, ,a c zwc . Applicant Address: Zg 9 S' we o ,0r. ate= Rev -S 7 y w oc>arIp� oq , Applicant Telephone Number: 5 L!'i WORKS Name of Contractor: Contractor Address: _g 3 - 4 /.3 u e !Z TN 4—:_IZA4 i0 L C,4 , 4 ? 7 �/ Contractor Telephone Number: 7 4 e Tqq S 4.9 q Uontractor State License Number: L Si G S Contractor City Business License Number: 1-5/3 I ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED t Applicant or Contractor General Liability Insurance Company: Ga CL��gT Applicant or Contractor General Liability Insurance Policy Number: G-L _> s'/G4 -z.a�(5� Office Use Only: Inspection Fee: I , Z 7 Or � J Permit Fee: As -Built Deposit: �— Dust Control Deposit: Credit Amount: TOTAL FEE DUE: 1, 370. o L) Office Use Only: Assigned Permit Number. 4552.. Approval Date: Expiration Date: Issue Date: Administrative Authority: 3Z3'�06 (760) —390-51,94 Fax (760) 399-5481 tip . � ► �sc�� 'o eli�e �c. SEWERS — WATERLINES — STORM DRAINS Lic. #251658 Phil Johnson Vice President 83.-477 Ave. 62 Cell (760) 275-4993 Thermal, CA 92274 i q 'eU , PERMIT NO.4552 Schumacher @ Avenue 60 / Offsite Sewer and Water / Tract No. 32308 In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. Shumacher Interest, Inc, 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 § 1,19.82), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday . 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (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 7 PERMIT NO.4552 Schumacher @ Avenue 60 / Offsite Sewer and Water / Tract No. 32398 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 shalt 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. 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 11. 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. 12. A fugitive dust control plan for unpaved roadways is required for this project. 13. 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. 14. 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. Special Conditions Page 2 of 7 . Y b PERMIT NO.4552 Schumacher @ Avenue 60 / Offsite Sewer and Water / Tract No. 32398 15. 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. 16. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's. 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 I at 777-7089 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. 17. 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 I at 777-7089 to determine the city inspector's phone number. The inspector shall determine the number and location of the test locations. 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. 18. 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. 19. - The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans), other City, or County jurisdictions if any of the work or traffic control devices extend into the CalTrans, other City, or County right of way. 20. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number Special Conditions Page 3 of 7 } PERMIT NO.4552 Schumacher @ Avenue 60 / Offsite Sewer and Water / Tract No. 32398 21. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer I) of the private land owner whom is being encroached upon. 22. 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. 23. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W. with the following requirements: a. Class II Base with a minimum depth of 2" b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D 15 57 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 24. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. 25. 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. 26. 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 if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 27. 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: Special Conditions Page 4 of 7 i PERMIT NO.4552 Schumacher @ Avenue 60 / Offsite Sewer and Water / Tract No. 32398 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. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In.subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 28. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however; Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 29. All landscaping, irrigation, decorative rock; decorative concrete, lighting, etc., shall be replaced to its original condition. 30. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 5 of 7 PERMIT NO.4552 Schumacher @ Avenue 60 / Offsite Sewer and Water / Tract No. 32398 31. 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/" 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. Special Conditions Page 6 of 7 PERMIT NO.4552 Schumacher @ Avenue 60 / Offsite Sewer and Water / Tract No. 32398 32. 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. 33. 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; tracks 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 thestreet to deliver street construction materials and/or equipment. 34. . The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 35. 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. 36. 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 7 of 7 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4552 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 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 stredlizer. Rate of application shall comply with the manufacturer's specifications. 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 (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. California Business Search Page 1 of 1 Y DISCLAIMER: The information displayed here is current as of DEC 09, 2005 and is updated weekly. It is not a complete or certified record of the Corporation. Corporation SCHUMACHER INTERESTS INC. Number: C2071801 Date Filed: 3/6/1998 Status: active Jurisdiction: TEXAS Address 2995 WOODSIDE RD #400-374 WOODSIDE, CA 94062 Agent for Service of Process ROBERTJSCHUMACHER 2995 WOODSIDE RD #400-374 WOODSIDE, CA 94062 For information about certification of corporate records or for additional corporate information, please refer to Corporate Records. If you are unable to locate a corporate record, you may submit a request to this office for a more extensive search. Fees and instructions for requesting this search are included on the Corporate Records Order Form. Blank fields indicate the information is not contained in the computer file. If the status of the corporation is "Surrender", the agent for service of process is automatically revoked. Please refer to California Corporations Code Section 2114 for information relating to service upon corporations that have surrendered. http://kepler.ss.ca.gov/corpdata/ShowAIlList?QueryCorpNumber=C2071801 &printer=yes 12/15/2005 • �nccoolo� Client#: 24142 AC,ORDTM "CERTIFICATE ;OF LIABILITY INSURANCE U8TE /25/05°mrr' PRODUCER' . HRH of Coachella Valley Insurance Services-LIC #0511289 77-564•6o6ntry Club Dr., #401 Palm Desert, CA 92211 THIS CERTIFICATE IS ISSUED AS.A MATTER OF'INFORMATION . ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE LDOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED...>.,,.I.. ... :.... ..: _••s;::•. Deserf Pipeline Inc. 83-477 Avenue 62 Thermal, CA 92274 _ U INSURER A: Great American ASSurance - AmWins. INSURER B: American States Insurance 19704 s tiN ERc: RSUI Indemnity 22314 URER D: State Fund W35076 URER E: Hartford Fire Insurane Company I 38288 .''COVERAGES .'THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR' ' CMAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS'SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ' LTR NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MM/DD/YY POLICY EXPIRATION DATE MM/DD/YY LIMITS' ' A GENERAL LIABILITY . GLP516620601 `: 0910;1705---"O9/O1/O6" - "'EACH;OCCURRENCE. --,,,-.$1.000 000,-.-:--:- ' . I X^ COMMERCIAL GENERAL LIABILITY CLAIMS MADE -� OCCUR DAMAGE -,TO RENTEDPREMISES E o rr nce $50'000 ' MED EXP'(Any one person) - $ ; - PERSONAL & ADV INJURY - $1,000,000, ,. - X OCP GENERAL AGGREGATE. s2,000,000 ' GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS • COMP/OP AGG s2,060,000 . - ' POLICY X jEC7.: LOC 1,000 000 . B AUTOMOBILE LIABILITY MANY AUTO 02CE09053910 09/01/05 09/01/06 w.: ' COMBINED SINGLE LIMIT. (Ea accident)-.. $1,000,000 X - BODILY INJURY (Per person) • ALL OWNED AUTOS SCHEDULED AUTOS - - ' '• X HIRED AUTOS - NON-OWNEDAUTOS - _ - BODILY INJURY - (Per accident) , $ X PROPERTY DAMAGE (Per accident) $ . .' GARAGE LIABILITY - AUTO ONLY - EA ACCIDENT $ -' EA ACC OTHER THAN S ' ANY AUTO $ - _ - - AUTO ONLY: AGG C EXCESS/UMBRELLA LIABILITY X1 OCCUR FICLAIMS MADE NHA214771 06/01/05 . 09/01/06 EACH OCCURRENCE $1000000 AGGREGATE $1,000,000' $ - DEDUCTIBLE $ - RETENTION S - ' D ' WORKERS COMPENSATION AND 046001354104 10/01/04 10/01/05 r . X OR I IMITATU 1ER ' 'EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE ' - E.L. EACH ACCIDENT - ' $1,000,000 E.L. DISEASE -'EA EMPLOYEE $1,000,000 • : ' IOFFICER/MEMBER EXCLUDED? If yes; describe under - =SPECIAL PROVISIONS below - - E.L. DISEASE - POLICY LIMIT $1,000,000. E i97HER Equipment 72UUMUS7024 09/01/05 09/01/06 $2,288,143 scheduled eq All risk.'. $100,000 = non -owned DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS The: Certificate holder is included as an insured if required by written contract, but 'only 'with respect to liability arising out of your ongoing operations performed for that insured. (CG2010 10-93) All California operations -c..r=rc r rn%.M r r- nVLUr- c GANGtLLATIUN ' - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of La QUinta - DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3n . DAYS WRITTEN •� • .. BOX 1504. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL La Quinta, CA 92253 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR - - REPRESENTATIVES. AUTHORIZED REPRESENTATIVE - 45197735/M197728 2AWIL © ACORD CORPORATION 1988 LICENSE #0511289 f l;.-f4i• 9A4 AO A. CORD,M CERTIFICATE OF LIABILITY INSURANCE _T� DATE(MM/DD/YYYY) . 09/27/05 PRODUCER HRH of Coachella Valley Insurance Services LIC #0511289 77-564 Country Club Dr., #401 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Palm Desert, CA 92211 INSURERS AFFORDING COVERAGE NAIC # INSURED Desert Pipeline Inc. 83-477 Avenue 62 Thermal, CA 92274` f' ( -'y \ Ifl RERA: State Fund )risuRER 6: 35076 NSURER C: INSURERD: INSURER E: V YGR/1V GJ THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSRE TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MMIDD/YY POLICY EXPIRATION DATE MMIDD/YY LIMITS - - GENERAL LIABILITY \ — EACH OCCURRENCE - $ COMMERCIAL GENERAL -LIABILITY CLAIMS MADE OCCUR DAMAGE TO RENTED PREMISES rrenc $ MED EXP (Any one person) $ PERSONAL 8 ADV INJURY •. $ - GENERAL AGGREGATE $ - GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ POLICY PRO- JECT LOC . - AUTOMOBILE LIABILITY ANY AUTO ". COMBINED SINGLE LIMIT (Ea accident) $ ' BODILY INJURY (Per person) $ ' - ALL OWNED AUTOS SCHEDULED AUTOS .BODILY INJURY (Per accident) S HIRED AUTOS NON -OWNED AUTOS - PROPERTY DAMAGE (Per accident) $ - - GARAGE LIABILITY- AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO - - $ . ' - , AUTO ONLY: ' AGG EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ AGGREGATE $ OCCUR CLAIMS MADE - $ $ DEDUCTIBLE - - $ RETENTION S A :WORKERS COMPENSATION AND 046001354104 W01/05 10/01/06 X WCSTATU- OTH- ER AI . 'EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE - E.L. EACH ACCIDENT $1,000,000 ' E.L. DISEASE - EA EMPLOYEE $1,000,000 .OFFICER/MEMBER EXCLUDED? If yes, describe under .SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT ,$1,000,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS AII'California operations All California operations UANLLLLA I IUN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE.EXPIRATION City of La QUlnta DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL '10 DAYS WRITTEN BOX 1504 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL La Quinta, CA 92253 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. ' AUTHORIZED REPRESENTATIVE ra�.vrcu c3.(zUU uU0) 1 Of 1 #S202068/M202064 2AWIL O ACORD CORPORATION 1988 ®1 LICENSE #0511289 vei "\ �3(� 5 S z- N ROM +I� - MONROE ST. w E MOMMUD = 500' f NO SCALE F I 500' I ' 11 ; SEE NOTE 7 i PREPARE\ 50 0' TO I I " STOP W.17 W-17 ' G AVE. 60 Y" I� XISTING ROAD V I ��CONSTR t.AHEAD EXISTING O / ROAD CONSTRUE EXISnNG \ AHEAD, '-----.............. -----4Q--- --- 500--- i I EXISTING W-17 ROAD AHEAD ----------- 55 Install Sewer Line for Tract # 32398 DesertAft caftor Pipeline Inc. Tops N Barricades, Inc. (800)852-TOPS Ron Ffield CALTRANS T 13 1 of 2 12% 2/05 To Be Issued on Approval I. ALL TR4FRC CONTI0L LEWCESFOR THISPROJECT SHALL BEINACCOA19ANCE IMTH 7HE2W3MANUEL ON UVIFORM TR9FF/C GVN1HOL (M. UT. C. D.JAND /HE G'AUfUHIM SUPPLBWBVT.. 2. TRAFRCCONTROLSYOWNHEREINISTHEMINIMUMREOU/RED. ADDIAONAL77WROCONTROLMAYBEREQUIRED TOFAaLlTATEPUBUCS4FETYAND TRAFRCFLOW/F DEBNLDNECESSARYBYCCUIVTYOFRIIiERSIDEORC/TYOFLAOUINTA REPRESENTATIW 3. THIOU6HOUTEACHWORYP9W0QCaVTRACTORSH4LLINSPECTTRAFRCCONTROL (SIGVS, 84INVADESAADDEZWE47ORS)ANDAMINTAINS4MEINACCORD4NCE W/THTRAFRCCONTROL PLANS 4. Ct)NTRACTUR&VALLMAVVTAINAMINIMUMIO'TRAFRCLAAEWIDTHATALLTTMES THERESHALLBEAM/N/MUM2'BETWEBVTIfEDGEOFCUT AND THENEARESTTRAFF/C LAVE 5. ACCESS TOPRIVATEPROFERTYSHALL BEMAINTAIAEDATALL TIMES. 6. THIS M4FRCCONTROL SYYALLBEINPLACEDURINGWRKHOURSONLY ATENDOFTIE WORK HOURS, THEROADSYYALLBECLEAROFLE'SWAND, RETL?NLDTONORMAL. 7. THSISATYPICAL. THECAIIESW/LLNE®TaCHNV6EDT00THERSIDEOFMCVVROE7000MPLETFTlECROSSYNGS. 8 RAGGERSSHALL WEAR UMEOROR4WEG4R4ENTS(SH/RT BEST)ANDSHALL BEEOU/PPEOWITHASRJP&SLOWPADDLE. FLACGERAHEW&PREPARETOSTOPSIGAS � N w iNO SCALE w•17 ♦ IXI• G is EXISTING _I AVE. 60 \ �----- MON ROE ST. !STOP: w•17 O •G - 1 1 1 1 1 240' 1' w-17 EXISTING 1' w•n O ,*, EXISTING ewsnnc onsnr+c � •� 55 Install Sewer Line for Tract # 32398 Desert Pipeline Inc. Tops N Barricades, Inc. (800)852-TOPS Ron Fifield CALTRANS T 13 Sf&Wm971W oam Fmflftn ar 2 of 2 12/12/05 To Be Issued on Approval 500' NOTES. 1. ALL TRAFFIC CONTROL LEVICESFORTHIS PRO✓ECTSHALLBEINACCORDANCEW7THTHEM3MANUELONUNIFORYTRAFFICCONTROL(M.UT.C.D.)ANDTHE CALIFORNIA SUPPLEMENT.. 2 7RAF9/CCONTROL SHOWNHEREINIS THEMINIMUMREQUIRED. ADDITIONAL 7R4FFICCON7ROL MAYBE REQUIR® TOFAC/UTATEPUBLICSAFETYAND 7RAFFICFLOWIF DEEMEDNECESSARYBYCOUNTYOFRIVERSIDEORCITYOFLAQUINTA REPRESENTATIVE 3. THAOU6HOUTEACHWORKPERIOD, CONTRACTOR SIWL INSPECT TRAFFIC CONTROL (SIGNS, BARR/CADESAND DEUNEATORS)AND MA/NTAINSAMEIN ACCORDANCE WITH 7RVFIC CONTROL PLANS. 4. CONTRACTOR SHALL MNNTAINAMINIMUM 10'TRAFRCLANE WIDTHATALLTIMES. THERESHALLBEAMINIMUMZBEIWEENTHEEDGEOFCUT AND THE NEAREST TRAFFIC LANE. 6 ACCESS TOPR/VATEPROPERTYSHALL BEMAINTAIAEDATALL TIMES. 6. THE TRAFFIC CONTROL SHALL BE/NPLACEDUR/NGWORKHOURSONLY. ATENDOFRIFWORKHOURS, IHEROADSHAUBECLEAROFDEBRISAND,RETURNEDTO/WRMAL. 7 THISISA TYPICAL. THECONES WILL NEED TO CHANGED TO OTHERSIDE OFMONROE TO COMPLETE Tff CROSSINGS.. .- ' - 55 N ROAD RMONROE ST.„�„� w� $ CONSTR500�UCCTIO Install Sewer Line for Tract # 32398 AHEAD S DesertPipeline Inc. Tops N Barricades, Inc NO SCALE PIXM ••-+ ma (800)852-TOPS Ron Fifield CALTRANS T 3 500, 11 SEE NOTE 7 1 of 2 12% 2/05 To Be Issued on Approval r'PRETPOARE 500' -- 8TOP W.17 1 W17 ® II EXISTING O i' ROAD 'CONSTRUCTION I�G DOSTINC \Epp . DOSTING 1 EXISTING _ i ----- -- - AVE. 60 �j Cam' �] 1 aoo=C= C= oQoc=o � 00, 500' ' W 17 EXISTING • W 17 O • r ROAD \ ,�. EXISTING TING CONSTRUCTION ROAD O CONSTRUCTION AHEAD DOSTING 50 Nam. 1. ALL 1R4Ff7CCONTROL DEVICESFORIH/SP140JECTSHALLBE/NAGCO/a7ANGEW/TH1HE27D3MANUELONW/FORMTR4FF/CCONTROL (M.UT.C.D.)ANOIHECAUFORN/A SUPPLEMENT.. 2. 7RAFRCCONTAVL S40WNHEREINIS THEMINIMUMREQU/RED ADD/77ONAL 77WRCCONTROL MAYBE REQUIRE) TOFipUTATEPUBL/CSVETYAND TRAFRCFLOW/F DEWEV NECESSARYBYCOUNTYOFR WRS/DEORC/TYOFLAQU/NTA REPRESENTATIVE 3. THROUQ4OUTEACHWORI(PER/OD, CONTRACTORSHALL/NSPECT7RAFRcctgNTRa(S/G/vs,, 84R4/CADESA/VDEUNEA7VRS)ANDMA/NTA/NS4ME/NAcCOR04NCE WITH 1RAFRCCOKAL PLANS 5 ' 4. COIVTR4CrORSHALLMA/NTAINAM/N/MUMIUMAFRCLAIEW7D7HATAU77MES THERESH4UBEAM/N/MUM2'BETWEBVPEEDGEOPCUT AND THE NEARESTTR4R7C 1 LANE. 5. ACCESS TOPR/VA7EPAOPERTYSH4LL BEMAINTAIAEDATALL TIMES 6. TH/S MAFRCCOIVTIXX &VALL BE/NPLACEDUR/NGWRKHOURSONLY. ATEND cFThEWORKHOURS, THEROAD WAU BECLEAROFLL-BRSAND, RETLRNE) TONORMAL. 7. TNSISA TYP/CAL. THE CaVESWU NEE) 70 CHANGED 70 07HERS/DEOFMO/VROE 70 COMPLETE TW CROS9NGS. B. FLAGGFRSSHALLWEAR UMEORORANGEG4RVENTS(WIRTWST)ANDSH4LLBEEQU/PPE)WITHAS70PS&OWPAODLE. FLAGGERAHEAD&PREPARETOSTOPS/GAS SHALL BElEMOVE) WHENNOFZAGGERSAREPRESENT. 4 1 Lj N w�s NO SCALE AVE. C==co EXISTING 000aoo=o W-1T U OEXISTING EXISTING ��? � MONROE ST. iiBYJL 55 Install Sewer Line for Tract # 32398 R&Wcxzaarar na*amnaaz7Z Desert Pipeline Inc. Tops N Barricades, Inc. P&M AwmdHy BaWmSftdad (800)852-TOPS Ron Ffield CALTRANS T-13 Dab m"'y mdcv 2 of 2 12/12/05 To Be Issued on Approval 1 W-1T O EXISTING ® O ROAD FASTING ; CONST�N AHEAD - ` 500, --- --- a IC-=- a 411I W_17 1W EXISTING EIOSTING NOTES 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECTSHALL BEINACCORDANCEW7TH THEW MANUEL ON UNIFORM TRAFFIC CONTROL (M UT. C.D.)AND THE CALIFORNIA SUPPLEMENT.. 2 TRWFICCONTROL SHOWNHEREINIS IHEMININUMREQUIRED. ADDITIONAL TWFICCON7ROL MAYBE REQUIRED TOFACIUTATEPU&1CSAFETYAND 77WRCFLOW/F DEEMED NECESSARYBYCOUNTYOFRIVERSIDEORCITYOFLAQUINTA REPRESENTATIVE. 3 THRouGHOUTEACHWORKPER/OD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, SWCADESAND DELINEATORS) AND WNTAINSAMEIN ACCORDANCE WITH 7RAFFICCOWROL PLANS. 4. CONIR4CTORSHALL MAINMINAMINIMUM 10'TR4FRCLANE W7DTHATALLTIMES. THERESHALLBEAMINIMUM2WETWEENTHEEDGEOFCUT AND THE NEAREST TRAFRC LANE. S ACCESS TOPR(VATEPROPERTYSHALL BEMAINTAIIEDATALL TIMES. } S THE 7RAFRCCONTROLSHALLBEINPLACEDUR/NGWRKHOURSONLY ATENDOFTWAORKHOURS, THEROADSHALL BECLEAROFDEBR/SAND,RETURN®TONORMAL. 7 THISISA TYPICAL. THECCNESWTLLNEED TOCHANGEDT007HERSIDEOFMCVROETOCOMPLETE TfECROSSINGS.. gppw�anar rime aAeevcarnr N ROAD n ,� MONROE ST. 55 wB cONSTNUCRUCT10 500� '� Install Sewer LinefOrTract#32398 A . S ftm r/8ft * d NO SCALE Desert Pipeline Inc. Tops N Barricades, Inc. Pfxm pYe/&wgf BmadwSWifad • 500, (800)852-TOPS Ron Ffield CALTRANS T-13 nni SEE NOTE 7 1 of 2 12% 2/05 To Be Issued on Approval PRTO RE 500' - STOP w.17 w.n 1, it '�' • / ,. ® it EXISTING O ROAD IC EXISTING CONSTRUCTION EXISTING I AHEAD j EXIS ING -�--------------------�Q9=_ ._ 500-------------- AVE.60EED IQQQO�' C� GQO OQQQI 00, 500' ` w•+7 EXISTING W-17 ROAD \ • EXISTING EMSTING CONAH UNCTION ,' ROAD CONSTRUCTION ION EXISTING V AHEAD � / 50 acmiemnaneAinCwJTUTLCa9/roMdA/l/G/nA/UA//GnAMTj2A=1`MA/7ArY1U11T/`njAA/n774rrA//FnRN/d SUPPLHNBVT.. 2. TRAFIRCCON ROL SYIOIMVHREINIS7HEM/N/MUMREOU/R®. ADD/770NAL M4FRCCONTROL MAYBE REWIRED TOFAau7ATEPU&/CS4fETYAND TRAFRCFLOW/F DE6N®NECESSARYBYCOtINTYOFRNERS/DEORCITYOFLAQU/NTA REPRESENTAT1W 3. THROUG70UTEACHWORKPETIOD, CO/VTRACTORSH4LL/N&00T17WRCCONTROL (5/GALS, B4R4/CAOESAIDDB/NEA70RS)ANDMA/NTA/NS4ME/NACCORD4NCE WITH TRAFRC CONTROL PLANS. �j 5 ' 4. LONTRACTORSHALLMAINTA/NAM/N/MUMfO'P FRCLAIEW/D7HATALL TIMES. THERESHALLBEAMINlMUM2'BETWEENTFEEDGEOFCUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TOPR/WEPROPHUYSHALL BEMAINTAIIEDATALL TIMES 6. TH/S7RAFRCCONTIOLSHALLBENPLACEDURINGWRKHOURS0/VLY. ATENDOFTf7L-WCRKHOURS, THEROADSHALLBECLEAROFLL-BR,(SAND,RETLRN®TONORMAL. 7. THS/SA TYP/CAL. THE CONES W/LL NE® 70 CHAN6FD 70 07HERSIDEOFMCYVROE 70 COMPLE7ETIECROSWC-S. 8. PLAG6CRSSHALLWEAR UMEORORANGEG41WENTS(SYRTWSTIANDSHALLBEEOUIPPOWITHASTOP&&OWPADDLE. FLAGGERAHEAD&PRIPARETOSTOPS/GAS SMALL BEIEMOVLD WHENNORAGLERSAREPRESBVT. 1�N III MONROE ST. � W17 W 17 1 ' ® EXISTING OSTING EASTING 1 EXISTING-- --1, J --- -- - ------------------------------------------� AVE. Qo�000�Q�o�Qoo W17 lq� OEXISTING EXISTING U EXISTING U WL 55 Install Sewer Line for Tract # 32398 ROWa„eMW 7ia*62ribdGYnbaaRr Desert Pipeline Inc. Tops N Barricades, Inc. dey B&vd , s&,d&d (800)852-TOPS Ron Ffield CALTRANS T-13 2 of 2 12/12/05 To Be Issued on Approval N07ES. 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PRO✓ECTSHALL BEINACCORDANCEWTTH THEZOMANUEL ON UN/FORM TRAFFIC CONTROL (M. UT.C.D.JAND THECAL/FORKIA SUPPLEMENT.. 2 TRAFFICCONTROL SNOWNHEREINIS THEMINIMUMREQUIRED. ADDITIONAL TRAFFICCOWTROL MAYBE REQUIRED TOFACILITATEPUBWWETYAND M4FRCFLOWIF DEEMED NECESSARYBYCOUNTYOFR1vERS/DEORC/TYOFLAQUINTA REPRESENTATNE. 3. THROUGHOUTEACHWORKPER/OD, CONTRACTOR SHALL INSPECT TRAFFICCONTROL(SIGNS , BARB/CADESA(DDEUNEATORS)ANDMAINTAINSAMEINACCORDANCE �I WITH M4FF/CCONTROL PLANS. 4. CON7Pv4CTORSHALL MA/NTAINAMINIMUM >0'rWRCLANEWIDTNATALLTIMES THERESHALLBEAMINIMUMZBETWEENTHEEDGEOFCUT AND THE NEARESTTRAFFTC LANE. 5 ACCESS TOPR/�ATEPROPERTYSHALL BEMAINTAIIEDATALL TIMES. 5THE M4FFICCONTROL SHALL BEINPLACEDUR/NGWORKHOURSONLY ATENDOFTIE WnRKHOURS,THEROADSHALLBECLEAROFDEBR/SAND,RE7UPJVEDTOA(OPNAL. 7 THISISA TYPICAL. THECONES WTLL NEED TO CHANGED TO OTHER SIDEOFMQVROE TO COMPLETE 7hFCR0SS/NGS..