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5133Finance Revenue Code E-1 `VE® ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:July 11, 2006 LOCATION'OF CONSTRUCTION (Street address or Description): The Clubhouse Apts. TM 33220 SDP 2002-730; 52"a and Jefferson PURPOSE OF CONSTRUCTION: Install (1) 12" and (1) 18" stub -out connection. Work order No. 110.433.9* DESCRIPTION OF CONSTRUCTION: See attached drawings DIMENSION OFINSTALLATION OR REMOVAL: As needed APPROXIMATE TIME WHEN WORK WILL BEGIN:July 18, 2006 TIME OF COMPLETION:October 18, 2006 ESTIMATED CONSTRUCTION COST: $35,000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: * CVWD to own, operate and maintain 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 prokimate 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 applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signat I a of Applicant o t Coachella Valley Water District - Julie Kretz P.O. Box 1058 Coachella CA 92236 (760) 398-2651 ext. 3540 Name of Applicant (please print) Business Address Telephone No. Same as above Name of Contractor and Job Foreman Business Address Telephone No. NA Contractor's License No. NA City Business License No. Self -insured NA 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 $No Fee 5 S 5No Fee Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.5 1 33 DAI A ROVED: EXP TI DATE BY Administrative Authority Date: 1- «- QUJjftrC4V PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT t 5DP 700Z-73D Tract No: 3 3 Z?,O Project Name: jkp, Clubkume- b a, :Men+s Vicinity: AVemuf- 52 Ounci Adf rson S eeA Purpose of Construction (Ex: Rough Grading, Offsite Street etc.) In%ball 1-yel A t- tau IDescription of Construction (Ex: See Plan Set No. 01234) sgg, a e�1�eA Drw%A . I Dimension of Installation or Removal: Approximate Construction Start Date: -I / IS1elo Wul Approximate Construction Completion Date: iolisloto Estimated Construction Cost: $ S5 coo . 00LIC Estimated Consteuctibn Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent. resurfacing and or replacing improvements Contact Name: jy(ip, Vre-}Z Phone Number: 39g 2105! 41.3 Name of Applicant/Owner: Coar�.�Ll� Ual lou UUat- his brick _ Applicant Address: PPosk DVA-m Aox lo5g , Co&tAelic_, cA g22ato Applicant Telephone Number: 210 51 e*k. 35yo Name of Contractor: Contractor Address: Q Q . &x 11) 5$, Coa awlla✓. 66. 0=31,_ Contractor Telephone Number: (3 ko) 34 $ - 2fos Contractor State License Number: Contractor City Business License Number: ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED - Applicant or Contractor General Liability Insurance Company. Sep T.�s��� Applicant or Contractor General Liability Insurance Policy Number: Office Use Only: Inspection Fee: , r Permit Fee: N As -Built Deposit: Dust Control Deposit: Credit --Amount-. -----... Office Use Only: Assigned Permit Number. Approval Date: Expiration Issue Date: -=Administmtive-Authority - TOTAL FEE DUE: 1 V o Fe c— i .., � • ., ► .. ..' :a� ... .' ,' � ., , . �, ..• City of La Quinta The following General and Special Provisions are attached to and made a part of It Permit Number 5133 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) 16 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 ''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.. Citv of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of ` La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ RI 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.5133 CVWD (Ave 52) / Install Stub out Connection / TM 33220 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. CVWD, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. 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. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 7. 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. 8. 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. Special Conditions Pagel of 5 PERMIT NO.5133 CVWD (Ave 52) / Install Stub out Connection / TM 33220 9. 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 10. 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. 11. 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. 12. 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. 13. 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. 14. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans) if any of the work or traffic control devices extend into the CalTrans right of way. 15. 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 2 of 5 PERMIT NO.5133 CVWD (Ave 52) / Install Stub out Connection / TM 33220 16. Theyermittee 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. 17. 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. 18. 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. 19. The permittee. is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of a. Possible traffic delays b. Time of construction c. Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 20. Backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as'otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. 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. Special Conditions Page 3 of 5 PERMIT NO.5133 CVWD (Ave 52) / Install Stub out Connection / TM 33220 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. 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 Special Conditions Page 4 of 5 PERMIT NO.5133 CVWD (Ave 52) / Install Stub out Connection / TM 33220 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 %Z" 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. 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. Special Conditions Page 5 of 5 0 a, -9 u�w OF C ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION Finance Revenue Code E-1 For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. o a a 0 . JUL 20 2006 ater mG1 s 9ffdL6tQbY'l` ifi. a publi FINANCE DEPT. Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:July 19, 2006 LOCATION OF CONSTRUCTION (Street address or Description) : Desert Cove TM 31310; 48" and Adams PURPOSE OF CONSTRUCTION: Perimeter landscaping/traffic control DESCRIPTION OF CONSTRUCTION: Boulder placement R DIMENSION OFINSTALLATION OR REMOVAL: APPROXIMATE TIME WHEN WORK WILL BEGIN:Will Call TIME OF. COMPLETION:30 days from start ESTIMATED CONSTRUCTION COST: $NA (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 applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of fl4wecant or Agent Ro���cjb-.39 9, -4S 1-667� Enrique Rios 1200 Quail Street Suite 260 Newport Beach CA (9 642 Name of Applicant (please print) Business Address Telephone No. David Maffei - Groove Construction 1200 Quail Street Suite 260 Newport Beach CA 92660 (949) 863-9642 Name of Contractor and Job Foreman Business Address Telephone No. 10163 375176 Contractor's License No. City Business License No. Lloyds of London A15274083 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 Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL SNA - $100.00 S $100.00 PERMIT NO.5134 DATE APPROVED: %—Zo.—D 6 EXPIRAi O ATE: - ZD - 07 BY: Administrative Aut rity ,C- 4u %o� ra PUBLIC. WORKS DEPARTMENT �r0F APPLICATION FORPERMIT Date: Tract No:. Vicinity: I . I Purpose Project Name:���C structi�o�np (Ex: Rough Grading, Offfte Street etc,)_ ''b4Ci\.� �y�dC.sCan _I Description of Construction (Ex: See Plan Set No. 01234) �� I�,c 1 CQ a c,.c-' ..-. e Dimension of Installation or Removal: Approximate Construction Start Date:j le Approximate Construction Completion Date:p Estimated Construction Cost: $ 'kg�r-M V4 Fstimated Construction Cast shall include the removal of all obstructions, materials, and debris, back filling, compaction and Placing Permanent resurfacing and or replacing improvements / aT- Contact Name: __ _ Phone Nutnbs<< Name of Applicant/owner -� y Applicant Address: " '� N'� . . ' ... ApplicantTelephone Number': � Tel hone Number': Dig) (off --Ci l o-qZ Name -of Contractor: . Contractor Address: rya ' (��— Contractor Telephone Number: q LM IUZ —qb qZ Contractor State License Number: t (� Contractor City Business License Number: A COPY OE THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4. Applicant or Contractor General Liability Insurance Company: Applicant or Contractor General Liabili Office Use Only: Inspection Fee: . Permit Fee: As -Built Deposit: Dust Control Deposit: Credit TOTAL FEE DUE: WNumber: Office Use Only: Assigned Permit Number. Approval Date: Expiation Date: Issue Date: I t t i k 7 I. City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 5134 The following shall always ann/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 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 Fine 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. ", ; PERMIT NO.5134 Desert Cove at Ave48 / Boulder Moving TTCP / Tract No. 31310 In addition to the standard permit conditions, the following shall apply: 1. , Pursuant to Section 14.16.320 of the La Quints 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. Groove Construction, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 3. This permit or copy of it shall be on the work site for inspection during the actual work performed. 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 Ist to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:30 a.m. and after 4:30 p.m. 6. Work within 500 feet of a signalized intersection shall be performed between the hours of 8:30 a.m. — 3:30 p.m. Traffic control shall be set up after 8:30 a.m. and removed before 3:30 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in anyway. 7. 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. 8. 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 Special Conditions Page 1 of 4 PERMIT NO.5134 Desert Cove at Ave48 / Boulder Moving TTCP / Tract No. 31310 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. 9. 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. 10. 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. I L 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. ` No excavation is anticipated in the Scope of Work or within this permit. 12. 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 cannot 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. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be. replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15. Pursuant to Section 14.16.3.75 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: No asphalt work is anticipated within the scope of work or this permit. Special Conditions Page 2 of 4 M PERMIT NO.5134 Desert Cove at Ave48 / Boulder Moving TTCP / Tract No. 31310 16. 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. 17.. 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. 18. The City of La Quinta reserves the right to revoke, suspend or void this permit & any time. 19. 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. 20. Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; 2. Move & maneuver quickly; 3. Provide clear and positive guidance; 4.. Understand and apply safe traffic control practices; 5. Recognize dangerous traffic situations in sufficient time to avoid injury. B. Flagger Safety Apparel 1. Background a. Fluorescent orange -red, or b. Fluorescent yellow -green 2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent version. 3. Material shall be visible at 1000 ft 4. Apparel shall be designed to identify the wearer as a person 5. Law enforcement personnel should adhere to the same standard C. Hand -Signaling Devices 1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must have white legend on red background. D. Directing Traffic 1. Only three (3) signals are required. Special Conditions Page 3 of 4 I •Y PERMIT NO.5134 Desert Cove at Ave48 / Boulder Moving TTCP / Tract No. 31310 STOP SLOW PROCEED �F E. Flagger Communications 1. If work area is too long for relay (2 flaggers can't see each other) a. One flagger given the responsibility to coordinate b. Use Radios or c. Field phones F. Flagger warning signs must be removed or covered when flagging is finished, when work is not going to start immediately, or when work is completed. Special Conditions Page 4 of 4 N ADAMS ST. N 0 � w$ 0� S 0 NO SCALE 0 0 �30 CA) /LANE� `CLOSED' ry 0 0 CSIAM DESERT COVE ocag4�oo aoo RANCHO LA QUINTA S13 5 jk4e DUNE PALMS RD. 0 ' ' 0 e,& 0 MIRA FLORES HOMES 0 ' 0 STORM CHANNEL wzas(Rn 1 � � �Rcw� a ' %� VV20-5 (Rn R N at R-1 �MEAD 0 , ��Q I WGIIANE RO ENDLESS p \. �i Q • . �AAD I , HEAD SKY WELL ��I " 0 I I El TING ' EXISTING 1 SITE 0 1 1700 FT +� I 50d FT G=v a RANCHO LA QUINTA EMPLOYEE PARKING NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUEL 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 LAQUINTA 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 ITTRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEARESTTRAFFIC LANE. 5. ACCESSTO PRIVATEPROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OFTHE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND, RETURNED TO NORMAL. co��r�Aoovo I AVE.48 I , I I RANCHO LA QUINTA • GOLF COURSE MAINT. 67111 Install Landscaping for Desert Cove Nme Co tmft Trait Control Contractor Groove Const. Tops N Barricades, Inc. Whorls (800)852-TOPS Ron Fifield CALTRANS T-11 SNO Numba Date PertNtNumba 1 7/18/06 To Be Issued on Approval 1 � I I � I I i OD I I �D WATE - IMPROV MENT PLANS FOF—! US� APARTMEn� V 1q+91711 1 1 i`71 r sib N.T.S. NOTICE TO CONTRACTOR Contractor agrees that he shall assume sole and complete rbsponsibility for job site conditions during the Course of construction of this project including safety of all persons and property, that these requirement's shall lapply continuously and not be limited to normal working' hours; br18 that the contractor shall defend, indemnify, and hold the owner and engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting for liability arising from the sole negligence of the owner or the engineer. The existence and location of any undergrbun•d' 'utility pipes of structures shown on these plans were obtained by a search of available records. These locations are approximate and shall be ,confirmed In the field by the contractor, so that any necessary adjustment can be rill ih alignment and/or grade of the proposed improvement. The contractor Is required to take due precautionary measures to protect any utility lines shown and any other lines not of record or not shown on these plans. LEGEND ABREVIATIONS IN THE CITY OF LA OUINTA, STATE OF CALtFORNIA / NW1/4 SEC. 9, T. 6 S., R• 7 E., S.B.B.M. 180 DIP CONSTRUCT 8" DIP WATER MAIN PROPOSED 80 VCP SEWER MAIN WTER MAIN W/POLYETHYLENE ENCASEMENT IRPoGATION SERVICES SEE DIST. DWG 27633 (RESTRAINED JOINTS) CONSTRUCT 12" W/POLYETHYLE %ff®1�1�TRUC"�'IDN QUANTITY-- ROPSEb 1'LR FAIN ' -- ST. 1 Be DIP WATER MAIN DWG NO. 27633 XIST. 12" V.C.P. SEWER C DWG. NO 28484 PROPOSED BLOW OFF GP N PROPOSED Be VCP SEWER MAIN C �/. CONSTRUCT 12" DIP WATER MAIN •, ��' W/POLYETHYLENE ENCASEMENT (RESTRAINED JOINTS) G ORAPtiIC SCALD 150 O 75 160 300 INDEX MAP SCALE: 1 "=150' .�., BUILDING TYPE SUMMARY BLDG. TYPE QUANTITY FOOTPRINT HEIGHT 1 /REC — 1 EA 5,666 S.F. 1 STORY 2 8-PLEX 3 5.294 S.F. 2 STORY 3 14-PLEX 1 9.374 S.F. 2 STORY 4 10-PLEX 2 6,603 S.F. 2 STORY 5 3-PL.EX 2 3.595 S.F. 1 STORY 6 5-PLEX 1 6.637 S.F. 1 STORY 7 6-PLEX 4 3,716 S.F. 2 STORY 8 8-PLEX 3 5,294 S.F. 2 STORY 9 6-PLEX 4 3,716 S.F. 2 STORY 10 8-PLEX 3 5,294 S.F. 2 STORY 11 10-PLEX 2 6,603 S.F. 2 STORY 12 6-PLEX 4 3.716 S.F. 2 STORY 13 13-PLEX 4 6.991 S.F. 3 STORY 14 13-PLEX 4 6,991 S.F. 3 STORY 15 6-PLEX 4 3,716 S.F. 2 STORY 16 13-PLEX 4 6.991 S.F. 3 STORY 17 13-PLEX 4 6,991 S.F. 3 STORY 18 4-PLEX 1 5,059 S.F. 1 STORY 19 3-PLEX 2 3,595 S.F. 1 STORY T S C'OACHELLA VALLEY WATER DISTRICT GENERAL NOTES FOR DOMESTIC WATER SYSTEMS 1. ALL MATERIALS'AND CONSTRUCTI6h'$HALL CONFORM TO THE STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DOMESTIC WATER SYSTEMS (STANDARD SPECIFICATIONS) OF THE COACHELLA VALLEY WATER DISTRICT (CVWD). 2. THE CONTRACTOR SHALL POSSESS 'A VALID CLASS A OR C-34 STATE OF CALIFORNIA CONTRACTORS LICENSE. 3. CONTRACTOR SHALL CONtACT CVW15'S CHIEF INSPECTOR UPON RECEIPT OF APPROVED DRAWINGS TO ARRANGE THE PRECONSTRUCTION CONFERENCE. NO CONSTRUCTION SHALL BEGIN PRIOR TO THE PRECONSTRUCTION CONFERENCE. 4. CONTRACTOR SHALL SUBMIT TO CVt l) A LIST OF MATERIALS TO BE USED PRIOR TO THE PRECONSTRUCTION CONFERENCE. ONLY MATERIALS ON THE APPROVED LIST MAY BE USED. LIST SHALL INCLUDE QUANTITY, MANUFACTURER, MODEL, SIZE AND OTHER PERTINENT DATA. 5. ALL WORK SHALL BE INSPECTED BY CVWD. THE CHARGES FOR INSPECTION SHALL BE IN ACCORDANCE WITH CVWD'S REGULATIONS. 6. CONTRACTOR SHALL SCHEDULE HiS' OONSTRUCTION ACTIVITIES DAILY WITH THE INSPECTION DEPARTMENT BETWEEN 3:30 P.M. AND 4:30 P.M. FOR THE FOLLOWING WORKING DAY. IF CVWD IS UNABLE TO PROVIDE AN INSPECTOR OR INSPECTORS, CONTRACTOR SHALL RESCHEDULE THE WORK FOR ANOTHER TIME. IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO CVWD, CONTRACTOR SHALL BE CHARGED ONE HOUR OF INSPECTION TIME FOR EACH DAY OF OCCURRENCE. 7. WORK PERFORMED WITHOUT INSPE&nON SHALL BE REJECTED. a. COPIES OF THE COMPACTION TEST` FiLSULTS SHALL BE FURNISHED TO THE INSPECTOR PRIOR TO PRESSURE TESTING. MINIMUM FREQUENCY OF COMPACTION TESTING SHALL BE AS FOLLOWS: A SET OF PIPE ZONE AND MID -TRENCH TESTS SHALL BE CONDUCTED OVER THE PIPELINE EVERY 300 FEET AND AT EVERY THIRD WATER SEVICE, HYDRANT, DETECTOR CHECK OR MANIFOLD. 9. THE COVER FOR WATER DISTRIBUTION PIPELINES 24 INCHES IN DIAMETER AND SMALLER IN RESIDENTIAL DEVELOPMENTS WITH CURB AND GUTTER SHALL BE 36 INCHES. THE COVER FOR WATER DISTRIBUTION PIPELINES 30 INCHES AND GREATER AND ANY PIPELINES LOCATED IN NON-RESIDENTIAL AREAS SHALL BE 48 INCHES. STREETS SHALL BE BROUGHT TO SUBGRADE, SEWER INSTALLED AND CURB AND GUTTER INSTALLED BEFORE THE PIPELINE IS INSTALLED. 10. POLYETHYLEkE'ENCASEINt W SHALL IIE USED FOR ALL FERROUS" PIPES, VALVES AND FITTINGS IN THE AREAS OF CORROSIVE SOILS AND/OR WHERE THE ELECTROCONDUCTIVITY OF THE SOIL IS LESS THAN 2,000 OHMS PER CUBIC CENTIMETER OR AS DIRECTED BY CVWD. 11. ALL CONNECTIONS TO EXISTING FACILITIES WILL BE MADE BY CVWD AT THE OWNER'S EXPENSE. SIXTY DAYS NOTICE REQUIRED. CONTRACTOR SHALL START THE INSTALLATION AT THE TIE-IN CONNECTION PROVIDED. 12. THE SEPARATION BETWEEN WATER AND $EWER FACILITIES SHALL BE AS SPECIFIED IN CVWD STANDARD DRAWING NO. W-1/S-3. 13 PIPELINES SHAI.I. BE 96.6' KEPT FREE OF I T, ROCKS AND FO EIGN MATERIALS DURING CONSTRUCTION. MECHANICAL CLEANING MAY BE REQUIRED AT THE DISCRETION OF THE CHIEF INSPECTOR. 10' 1 19' 26' 17' 24.6' 14. RESTRAINED JOINTS ARE REQUIRED UNDER PAVERS, DECORATIVE CONCRETE, AND THROUGH EACH ENTRYWAY TO THE PROJECT. NO WATER PIPELINES SHALL BE INSTALLED UNDER CURBS OR SIDEWALKS. Z PROP o 15. NO WATER SERVICE LINES OR METER BOXES SHALL BE INSTALLED IN DRIVEWAYS. iiS2RIBBON f2% Q GUTTER U_ in FF PER PLAN 16. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY CVWD IF CONSTRUCTION HAS NOT STARTED WITHIN �--- a' 1.5% 1.57 t2% 12 MONTHS FROM DATE OF APPROVAL AS SHOWN IN CVWD DRAWING APPROVAL BLOCKS. 17. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT 1-800-422-4133 AT LEAST TWO WORKING DAYS PROP ) PROP PRIOR TO START OF CONSTRUCTION AND PROVIDE THE CVWD INSPECTOR THE USA NUMBER PRIOR TO EXCAVATION. 6 CURB ® 6 6" CUR® a > PROP. Be DIP WATER MAIN POLYETHYLENE ENCASED 12' 32' CVWD Domestic Water General'Notes-Final-7/15/06 0 EASEMENT PROP. 8" VCP SEWER MAIN TYPICAL SE40711CPAW 'B—B' WESTERLY DRIVEWAY N T5 91.2' as 19 2' — INDICATES P WA MHO —MANHOLE 110 R —W -- -� INDICATES EXISTING WATER MAIN FH —FIRE HYDRANT 55' 55' a Z INDICATES PROPSED' SEWCR MAIN VCP—MTRIFIED CLAY PIPE DIP —DUCTILE IRON PIPE 3 FF PER m , � W U PROP Imo- � --+S--- --- —� INDICATES EXISTING SEWER MAIN s0 —STORM DRAIN N — NORTH 12' 34' 9` 9' 34' N. 12' of PLAN f290 a CdcG S — SOUTH ''� 1.5 ---- ---- INDICATES FIRE HYDRANT E — EAST i 32' -- - - _ -----INDICATES _ WATER_SERVICt__—INV_INVERT w WEST - --- . FUTURE IMPROVEMENT _ _ PROP _ _ - PROP w T PROP INDICATES GATE VALVE S- RATE/FLOW D — DEPTH 6" CURB PROP. 6 C&G 6 CURB I 4. 4 I 6" CURB - - - - INDICATES BUTTERFLY VALVE DIA—DIAMETER AC — ASPHALTIC CONCRETE�. .�� --� 2 2% A > PROP. 1$" SO I(DEPTH VARIES) ca�c-cuRe a� GUTTER — — PROP. 12" DIP WATER MAIN INDICATES SCWM MANHOLE EA —EACH 4♦ 22't 15'f POLYETHYLENE ENCASED o 5'S 32' CVWD EXIST 6R CURB INDICATES SEWER CLEANOUT DIA—DIAMEIER 6" C&G EX. 18" DIP L.10$ 12, 12:.1 EASEMENT WATERLINE PROP. 8" VCP SEWER MAIN C.V.W.D. DRAWING APPROVAL DWG. NO. 27633 N TYPICAL 49ECT/0M 'C—C' om THE QUANTITIES SHOWN HEREON ARC FOR INFORMATION ONLY SOUTHERLY DRIVEWAY C 0 06i09i06 THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING EXISTING/PROP. 8" VCP SEWER MAIN NT5 owc ►� AND INSTALLING ALL MATERIALS NECESSARY TO COMPLETE THE JOB. DWG. NO. 28484 R#)FESS G� - 35099 A VENUE 52 �p Q 5 tL P IM PCl Fa Ir A NJ" r i�I C1 TI Ci E S A'QO .4% STATIC PRESSURE = 102 P.S.I. WE M NO TREES AND/OR PERMANENT STRUCTURES SHALL j'ypVjgL SEC770M 'A""A' BE LOCATED WITHIN CVWD EASEMENT AS SHOWN. NTS SECTION 4216/4217 OF THE GOVERNMENT CODE ROUIRILS A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBLR CALL UNDERGROUND SERVICE ALERT ***TOLL FREE*** 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG. ALL WATER SERVICES AND FIRE HYDRANTS WILL BE PLACED WITHIN LANDSCAPE AREAS PREPARED UNICXM THE SUPERVISION OF" IOF .JAkEB H PARCtJE Fl 42758 DATE G Z NO. 42758 z WATER WORKS MATERIAL SHALL 1l 3,3r•08 a RATED FOR 150 P.S.I. 9� Ctwl�" Cp&% DATE BY FEVIsION AM D BENW Ill" SAM CI= BEAR" Sods E1dGMAEM PREPARED BY: OWNER CITY OF LA Q U I N T A .JOB NOL NO. P.D.-3-3W SLADDEN ENGINEERING P u R a" ssoCw s, INC. 342-1 HANDWELL MONUMENT AT BASIS OF BEARINGS ARE BASED ON THE 39-725 GARAND LANE, SUITE G 'T= THE GREYSTONE GROUP WASHINGTON & 42nd AVE. NORTH LINE OF THE NW/4 OF SECTION 9 s. �'I n» r►$' ne��rlr1� 8tsysY�ltaz 341 A WATEF IMPROVEMENT PLANS a3 . 1 of 4 1 MILE NORTH OF 44th, TOWNSHIP 6 SOUTH RANGE 7 EAST S.B.M. PER PALM DESERT, CA 92211 ;', 18551 �•IiON KARMAN SUITE B YSIDE 7 IF9VIE, CALIF. 92fi12`' NEWPORT BEACH, CA 92660 CLUBHOUSE APARTMENTS AVE. P.M. 44/67-68 AS BEING N 89' 46' 12" E. (760) 772-3893 hIW1 4 SEC J T 6 S R 7 E S B B M BOP EL 117 05 _..J (949) 724 ..72"4 A.X / %PAP-. Plotted on: May 31 2006 - 3:57pm 35099 ■■■■■ ■■■■■ AIF I� C' :±■9:C-m r ■ :-ml :'■1 ■ &.2 Oki i� 'a m f LMI 7m 8 UNITS m91 ■ C !1 A T04 ■ I MI lk1lLV ■ 1 ■11]'/AtIY mi ■ 110,11;M►'A"ill1 L'j1►`<<_l, 'Ir;1AIi0JI IMMEME LI �■■■■■�■�■r■■M■ :a0.0 :6■11 1■I D.I.P. 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LINE v% �L1� `ENCASEMENT` R.Jt, 0� NO TREES AND/OR PERMANENT STRUCTURES SHALL ALL WATER SERVICES AND FIRE HYDRANTS WILL ESE LOCATED WITHIN CVWD EASEMENT AS SHOWN. BE PLACED WITHIN LANDSCAPE AREAS BELCH MARL PREPARED UNDER THE SUPERVISION OF BASIS Cr- BEAF*108 N0. P.D.-3-3W P � `�8r N� BASIS OF BEARINGS ARE BASED ON THE HANDWELL MONUMENT AT � ri�JJ t: surv6v&Qt ;. NORTH LINE OF THE NW 4 OF SECTION 9 WASHINGTON d1: 42nd AVE. - 18551:YfiN KARMAN SUITE 144---•' v / 1 MILE NORTH OF 44th IhVWE, CALIF. 92612 I TOWNSHIP 6 SOUTH RANGE 7 EAST S.B.M. PER AVE. / G (949) 724L0494..724•J94 x ---- P.M. 44/67-68 AS BEING N 89' 46' 12" E. EL. 117.05 .LAMES H PARDUE R.C.E. 42758 DATE I I I I t FUTURE DtVtLOPMENT (TOLL BROTHERS) FUTURE C&G 1 11 +40.49 CL 101 iLF *1 STEEL ENCASEMENT PE CVWD STD. W-40 I - - - __ ..-.-. C.V.W.O. DRAWING APPROVAL t (j !1 °9e %,;,W401111-sh, Ria, dt& *" 7 1 06/0/06 OftNO. 11 G 35101 olliccron or olc.+�Ino CITY OF LA QUINTA .Joe NO. 342-1 WATER IMPROVEMENT PLANS CLUBHOUSE APARTMENTS'' °� 4 NW1/4 SEC. 9, T. S S., R. 7 E., S.B.B.M. Plotted on: May 31 2006 - 3:51pm 3510