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7021
Finance Revenue Code E-1 ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private cuibs, 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:February 9, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Village @ Coral Mountain TM 31249 - Ave. 58 west of Madison St. PURPOSE OF CONSTRUCTION: Offsite Sewer Improvemets DESCRIPTION OF CONSTRUCTION: See CVWD drawing No. 34573 to tie in proposed 8" VCP to existing MTT #3 on 58th DIMENSION OFINSTALLATION OR REMOVAL: 60 LF APPROXIMATE TIME WHEN WORK WILL BEGIN:Will Call TIME OF COMPLETION:One week from start ESTIMATED CONSTRUCTION COST: $20,000** (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) !"rIk1ki COMMENTS: ** Off -site Only soft 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. u a oL,�4 Signature of ApplicanFof Agent Adobe Holdings - Ed Rippe P.O. Box 1396 La Quinta, CA 92253 (702) 480-2036 Name of Applicant (please print) Business Address Telephone No. V & M Construction - Steve Vatter 81-785 Trader Place Ste. C Indio, CA 92201 (760) 347-3933 (760) 272-4068 . Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. licant's Insurance C FEES: Minor Improvement Permit - Class Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $ 600.00 $100.00 $ 700.00 1956 City Business License No. Policv Number Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.%OL DATE APPROVED: %3 ZOO" EXPIR TT DATE: 2-OV BY: Administrative Authority Finance Revenue Code E-1 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:February 9, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Village @ Coral Mountain TM 31249 - Ave. 58 west of Madison St. PURPOSE OF CONSTRUCTION: Oftsite Sewer Improvemets DESCRIPTION OF CONSTRUCTION: See CVWD drawing No. 34573 to tie in proposed 8" VCP to existing MTT #3 on 58th DIMENSION OFINSTALLATION OR REMOVAL: 60 LF APPROXIMATE TIME WHEN WORK WILL BEGIN:Will Call TIME OF.COMPLETION:One week from start ESTIMATED CONSTRUCTION COST: $20,000** (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: ** Off -site Only 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 ApplicanFof Agent _Adobe_ Holdings - Ed Rippe P.O. Box 1396 La Quinta, CA 92253 (702) 480-2036 Name of Applicant (please print) Business Address Telephone No. V & M Construction - Steve Vatter 81-785 Trader Place Ste. C Indio, CA 92201 (760) 347-3933 (760) 272-4068 . Name of Contractor and Job Foreman Business_ cess Telephone No. 11D Lr_kA D I E FEB 0 9 2007. U CITY OF LA QUINTA . FINANCE DEPT. 711113 Contractor's License No. American Safety Indemnity. Applicant's Insurance Company 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 $ 600.00 00.00 $ 700.00 1956 City Business License No. ESL 012473-06-01 Policy Number Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.702.1 DATE APPROVED: Z q 6 EXPIRAXION BATE: W1,09 BY: Y\ % Administrative Authority PE.RMI.T NO. 7021 Village at Coral Mtn. / Install 8" VCP to Ex. Sewer main on Ave. 58 / TM. 3.1249 — Ave. 58 west of Madison St. In addition to the standard permit.conditions, the following shall apply: All work shall be performed in accordance with the latest edition of the Standard Specifications for Public Works Construction (SSPWC) and as directed by and to. the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual. work performed. 3. The permittee may only work at night if approved by the City Manager. If approved by the city manager, night work may be halted if the city receives complaints about the night work. 4. Adobe Holdinp_s and/or V & M Construction , hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. 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 8:00 a.m. nor after 4:30 p.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. (Note applicable to this permit) In accordance with the latest edition of the Standard Specifications for Public Works Construction (SSPWC), the permittee shall assume responsibility for repair of any pavement damage to anypublic or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 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: Special Page 1 of 6 PERMIT NO. 7021 Village at Coral Mtn. / Install 8" VCP to Ex. Sewer main on Ave. 58 / TM 31249 - Ave. 58 west of Madison St. A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 1.0. A traffic control plan shall be prepared in accordance with the MUTCD and 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. On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement.. As of October of 2006, these documents can be observed at http://mutcd.fhwa.dot.gov/HTM/2003rI/part6/part6-toc.htm and http://www.dot.ca. o�q/traffops/signtech/mutcdsgpp/pdf/CA-Chap6A-Chap6F.pdf, respectively. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Apply the following when applicable: A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 11. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 12. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction -of the City Engineer at no cost to the City of La Quinta. 13. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing. 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 777-7047 to determine the city inspector's phone number. 14. 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 Page 2 of 6 PERMIT NO. 7021 Village at Coral Mtn. / Install 8" VCP to Ex. Sewer main on Ave. 58 / TM 31249 — Ave. 58 west of Madison St. 15. The permittee shall not encroach upon private property without prior written approval of the private land owner whom is being encroached upon. A copy of the authorization letter shall be provided to the city prior to start of the work. 16. 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 24hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 17. At the approval of the City Engineer, during work hours and when no lanes are provided in the work area, 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 D1557 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 Without the approval of the City Engineer, the permittee must maintain a drivable surface made of existing Asphalt Concrete or Portland Concrete. 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 777-7047) of the name and location of the certified dump site. 19. Prior to excavating in native soils, the owner of the project shall have employed an archaeological observer for the site excavations within native undisturbed soils. The name of the archaeological observer must be submitted to the Public Works Department and attention this to the Associate Engineer. If the archaeologist determines the site is not to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 20. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for acceptance at least 48 hours prior to start of construction or parking on the paved R/W. 21. 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. 22. 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. Special Page 3 of 6 PERMIT NO. 7021 Village at Coral Mtn. / Install 8" VCP to Ex. Sewer main on Ave. 58 / TM 31249 — Ave. 58 west of Madison St. Native material maybe used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 23. 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) within intersections and forty to fifty (40-50') in the longitudinal direction of the roadway 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. . 24. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 25. Access and egress to all local properties shall be maintained at all times. 26. 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 Standard Specifications for Public Works Construction (SSPWC) 27. 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. 28. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 29. 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. 30. 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. 31. Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; Special Page 4 of 6 I A PERMIT NO.7021 Village at Coral Mtn. / Install.8". VCP to Ex. Sewer main on Ave. 58 / TM 31249 - Ave. 58 west of Madison St. 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 a. 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. STOP SLOW 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. 32. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. Special Page 5 of 6 { x PERMIT NO.7021 Village at Coral Mtn. / Install 8" VCP to Ex. Sewer main on Ave. 58./ TM 31249 — Ave. 58 west of Madison St. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will. be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. r r PERMIT NO. 7021 Village at Coral Mtn. / Install 8" VCP to Ex. Sewer main on Ave. 58 / TM 31249 — Ave..58 west of Madison St. In addition to the standard permit conditions, the following shall apply: All work shall be performed in accordance with the latest edition of the Standard Specifications for Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. The permittee may only work at night if approved by the City Manager. If approved by the city manager, night work may be halted if the city receives complaints about the night work. 4. Adobe Holdings and/or V & M Construction , hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. 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 l.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 8:00 a.m. nor after 4:30 p.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. (Note applicable to this permit) 8. In accordance with the latest edition.of the Standard Specifications for Public Works Construction (SSPWC), the 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. 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: Special Page 1 of 6 .4 PERMLT NO. 7021 Village at Coral Mtn. / Install 8" VCP to Ex. Sewer main on Ave. 58 / TM 31249 — Ave. 58 west of ;Madison St. A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 10. A traffic control plan shall be prepared in accordance with the MUTCD. and 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. On Collector to Major Arterial Streets, the-permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement.. As of October of 2006, these documents can be observed at htip://mutcd.fbwa.dot.gov/HTM/2003rl/patt6/part6-toc.htm and http://www.dot.ca. ov/hq/traffops/sipntech/mutcdsupp/pdf/CA-Chap6A-Chap6F.pdf, respectively. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Apply the following when applicable: A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 11. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 12. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 13. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing. 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 777-7047 to determine the city inspector's phone number. 14. 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 Page 2 of 6 .j PERMIT NO. 7021 Village at Coral Mtn. / Install 8" VCP to Ex. Sewer main on Ave. 58 / TM 31249 — Ave. 58 west of Madison St. 15. The permittee shall not encroach upon private property without prior written approval of the private land owner whom is being encroached upon. A copy of the authorization letter shall be provided to the city prior to start of the work. 16. 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 241-irs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 17. At the approval of the City Engineer, during work hours and when no lanes are provided in the work area, 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 D1557 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 Without the approval of the City Engineer, the permittee must maintain a drivable surface made of existing Asphalt Concrete or Portland Concrete. 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 777-7047) of the name and location of the certified dump site. 19. Prior to excavating in native soils, the owner of the project shall have employed an archaeological observer for the site excavations within native undisturbed soils. The name of the archaeological observer must be submitted to the Public Works Department and attention this to the Associate Engineer. If the archaeologist determines the site is not to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 20. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for acceptance at least 48 hours prior to start of construction or. parking on the paved R/W. 21. 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. 22. 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. Special Page 3 of 6 F PERMIT NO.7021 Village at Coral Mtn. / Install 8" VCP to Ex. Sewer main on Ave. 58 / TM 31249 — Ave. 58 west of Madison St. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 23. 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) within intersections and forty to fifty (40-50') in the longitudinal direction of the roadway 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. 24. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 25. Access and egress to all local properties shall be maintained at all times. 26. 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 Standard Specifications for Public Works Construction (SSPWC) 27. 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. 28. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 29. The pernittee 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. 30. 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. 3 L Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; Special Page 4 of 6 :J PERMIT NO.702.1 Village at Coral Mtn. / Install 8" VCP to Ex., Sewer main on Ave. 58 / TM 31249 — Ave'. 58 west of Madison St. 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 a. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must have white legend on red background. 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. 32. The permitte.e shall place'temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. Special Page 5 of 6 r r PERMLT NO. 7021 Village at Coral Mtn. / Install 8" VCP to Ex. Sewer main on Ave. 58 / TM 31249 — Ave. 58 west of Madison St. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 0 Special Page 6 of 6 re City of La Qpinta ; f ' The following General and Special Provisions are attached to and made a part of Permit Number 7021 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,bamcaded 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 %") of A.C. paving on (** N/A "*) of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to.the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A " ) inches of A.0 surfacing placed on a ( " N/A ") inch (" N/A " ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. City of La Quinta a: The following General and Special Provisions are attached to and made a part of Permit Number 7021 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. ❑ RB DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 W) of A.C. paving on (" N/A ") of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. 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 ovemight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths.. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ RI 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. Date: t l 31D l DI . T4&f 4 4a�rw PUBLIC WORKS DEPAR' APPLICATION FOR PE Tract No: 312 Nq .Project Name: Vicinity: ftg e 58k''` �PPcl7x ` 1 � r�t1c. West- d� Maedrso>, Sa-. 0£ 41.kl Purpose of Construction (Ex: Rough Grading, Offsite Street etc.) ,A ,4161r� 5&vV&z /MP. / Dimension of Installation or Removal: 450 Approximate Construction Start Date: Approximate Construction Completion Date: z a o7 Estimated Construction Cost: $ Estimated Construction Cost shall include the removal of all obstructio , materials, and debris, bad -filling, compaction and Placing permanent. resurfacing and or replacing improvements Contact Name: 5-d Rtpo` Phone Number: 607-� 4-60_ 203(_ Name of Applicant/Owner: Psdobe- Applicant Address: go, cr Applicant Telephone Number: ('?0'L LAD - 203(_ Name of Contractor:y > M Cong�'r �c�ll�✓� 1.� U (- Contractor Address: 1 -`1$5 i-� tam 1.,dto GP q t Contractor Telephone Number: (`ILO 3y-)- 3°►33 Contractor State License Number: I 11113 Contractor City Business License Number: \'�5(._ _ nak —n Z. - Li ow& ► A COPY OF THE, CURRENT INSURANCE. CERTIFICATE, MUST BE PROVIDED App1iC nt or Contractor General Liability Insurance Company: h� Applicant or Contractor General Lia ility Insurance Policy N ber: rSL, 01aY-7S - 06 -01 X- -?/7, 4-7 Office Use Onl Inspection Fee: F— Pennit ee: _--- /00 . Depos". C Deposit:_ Dust Comrol Deposit: Credit Amount --- TOTAL FEE DUE: j Office Use Only:. Assigned Permit Number: 7 ©Z _I Date: Approval Dat Expiration Date: Issue Date: -Adminislrativc Authority • - 7 00 . _.__ a, N THE VOLUME OF TRAFFIC ON w E W20-1 CORAL CORAL MOUNTAIN TRAFFIC IS MOUNTAIN CT. LOW. IF THE OTHER FLAGGERS S MA WATCH THIS STREET WELL, THEY NO SCALE �AHEAD, S' MAYBE ABLE TO STOP AVE. 58 TRAFFIC WHEN A CAR IS ON CORAL C9A (CA) MOUNTAIN AND THIS WOULD NOT R1 E NECESSARY. A 500 FT 500 FT 500 FT MAX 100 FT C9A (CA) j /, /� INSTALL e4;.D6\ SEWER CHERRYWOOD PL. U NOTES: 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2O06 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LAQUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAINA MINIMUM 10'(12'TYR) TRAFFIC LANEWIDTHATALL TIMESAND A MINIMUM TBETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF DAY, THE ROAD SHALL BE CLEARED OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. WORK SHOULD BE COMPLETED IN 1 DAY. 7. SEE SHEET 2 FOR FLAGGER REQUIREMENTS. 10 C= AVE. 58 i Reft%ed By Dam spew umt } t 55 :t y.� 7h ft Cantd Plan for Install Sewer Line for Tract# 31249-1 Coral Mtn. & M Co4truction M.U.T.C.D. TA 10 n me cantos Daalgn EY Prone Rapered By Tops N Barricades, Inc. (800)852-TOPS Ron Afield Sr" Nmbw 1 of 2� 1/30/07 To Be Issued on Approval W Flagger Requirements A. MinimumRequirements 1. Receive and communicate specific instructions_ clearly. firmly, and courteoi 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. Retrorefiective material (Orange, yellow, white, silver, yellow -green, or fluorescent version. 3_ Material shall. be visible at 1000 it -4. Apparel. shall be designed to identify the wearer as ape -non 5. Law enforcement personnel sbould'adhere''to the §ame standard C. Hand -Signaling Devices I. StoplSlow paddle- octagonal in shape with minimurn 18" width and 6" letters. MI have white legend on. red background. D. 'Directing Traffic 1: Only three (3) signals are required. STOP :SLOW PROCEED. . E. Flagger Conrnunicatioits 1. :If work area is too long for relay'(2 fiaggers can't see each bother) 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•firiished, when work is not going -to start immediately, or when work is completed. a a O C CU a X e r= m k 0 0 CU cu c cu CU - a CU N cu Q 0 a WAY / ��� �ll tl�� IJ / ��� �n �FLP 10. THE SEPARATION BETWEEN WATER AND SEWER FACILITIES SHALL BE AS SPECIFIED IN CVWD 6 I / _ - - - G STANDARD DRAWING NO. WAIS-3. / 3 2 / / / 37 11. NO SEWER LATERALS SHALL BE INSTALLED IN DRIVEWAYS. MH N0. 103 W IZGEND �0 / 50 51 I ? WATER SERVICE (1" UNLESS 12. NO SEWER MAINS SHALL BE INSTALLED UNDER CURBS OR SIDEWALKS. 49 v� NOTED OTHERWISE) QuANTRES SHOWN ARE FOR PERMIT USE ONLY. THE CONTRACTOR / Q 13.' THESE PLANS MAYBE SUBJECT TO REVIEW ANDIOR REVISION B D F 1 A NOT IS RESPONSIBLE FOR HIS OWN QUANTITIES FOR 'BIDDING PURPOSES I / 52 I m R IS Y CVWD I CONSTRUCTION HAS 0 MH N0. 101 SEWER LATERAL � STARTED WITHIN 12 MONTHS FROM DATE OF APPROVAL AS SHOWN IN CVWD DRAWING APPROVAL 7 I I ( / 47 z BLOCKS. ^n . R/W R/W 2 MH NO. 105 V i y / MH NO. 104 36 PROP. WATER MAIN 32 ( I z 14. CONTRACTOR SHALL AL D 53 MH NO. 110 W RA OR S A CALL UNDERGROUND SERVICE ALERT (USA) AT 1-800-422-4133 AT LEAST TWO ' i EXIST. WATER MAIN WORKING DAYS PRIOR TO START OF CONSTRUCTION AND PROVIDE THE CVWD INSPECTOR THE USA i t0 16' 16 10 I , NUMBER PRIOR TO EXCAVATION. n n (� PUE -puff { I \ / (� RETENTION PROP. SEWER MAIN R (� 8 / � 'E 3 I �� 15. NEW CONSTRUCTION TO BE PLUGGED UNTIL SEWER SYSTEM IS APPROVED FOR SERVICE, PLUG TO BE 35 I EXIST. SEWER MAIN REMOVED IN PRESENCE OF DISTRICT INSPECTORS. GATE VALVE 85 I 16. THE LOCATION OF THE HOUSE LATERALS SHOULD BE MARKED AS FOLLOWS: , (fin _ _ - _ _ _ �. _ ° ° ,.__ . v MH NO. 106 -� / 54 FIRE HYDRANT STREETS WITH CURB: AN S SHALL BE CHISELED OR PERMANENTLY MARKED ON THE CURB AT THE 3' COVER Q VARIES VARIES o '17n�nn / / 55 I LOCATION OF THE HOUSE LATERALS; AND AN APPROPRIATE MID -RANGE OR FULL RANGE MAGNETIC FlW COVER GRADE - 7' TMP 7' TYP w o Luul 9 / / 56 MH N0. 111 I I CLEANOUT �p MARKER MANUFACTURED BY 3M ELECTRICAL PRODUCTS DIVISION, SCOTCHMARKER LOCATOR (EMS) I MAIN -� / 59 58 57 _ _ 1 34 o OR EQUAL SHALL BE PLACED ON FOOT BELOW THE FINISHED GROUND SURFACE DIRECTLY ABOVE THE • 18" W1R. ) > � PROP 6 WEDGE CURB n n n I��I , MANHOLE TERMINUS OF THE LATERAL. IN AREAS WHERE THE FINISHED GROUND SURFACE IS UNKNOWN; THE / / 84 M 60 MH NO. 112 1 I 2 - no MARKER SHALL BE INSTALLED TWO FEET BELOW THE ASSUMED FINISHED GROUND SURFACE. PROP 8/18" DIP O MH N0. 113 BUTTERFLY VALVE WATER MAIN 10 _ BLOWOFF ASSY Sanitary Sewer General Notes-Final-12/13/05 I �� - s W - � - 1 I I � ,T��r-� PROP W VCP / / / I 33 SEWER MAIN/ �� / _ ..---'i-� I Lwl ° CENTERLINE C/L 83 61 I 67 ° Q RIGHT OF WAY INTERIOR STREETS \ ss 1 co No. 1 1 Z v0 ° R/W \ 65 0 Q6�a ° NTS I I / I 64 (� (1� �j d 1 � E 3 � � � INVERT OF PIPE INV z a P I I lJ U lJ �32 I � TOP OF MANHOLE TMH R/W R/W z PR 82 62 63 I ° � TOP OF CLEANOUT TCO ` - � � 51 '� 0�m I MH NO. 107 I 6 I i (� BEGINING OF CURVE BC CAL o 10 25.5 2ss 10 I �, a C� v Q 12 I I I 1 EN SPACE ) I I 31 I END OF CURVE EC PUE PUE i � a I I RETENTION BASIN C -1 I 20.5 20.5 6 BARRIER I I I POINT OF REVERSE CURVE PRC CURB I� ' 6" CURB 5 I 5 6" CURB I I 81 I 3 _ 70 I � POINT OF CURVE CHANGE PCC �- 274 Yz„y I RETENTION RETENTION BASIN BASIN VARIES 3' COVER O so 3" AC PVM \ `T OVER FINAL GRADE I 79 78 4.5' MISC CRUSHED 14 BASE (MIN) MOP. 8" DIP I I N - --- 77 76 75 74 � RIVERSIDE, IN THE CITY OF LA QUINTA, COUNTY OFSTATE OF CALIFORNIA . COACH VALLEY r ; ; COACHELLA L W ATER DISTRICT , , GENERAL NOTES OR SANITARY T F SEWER SYSTEMS 1. ALL SEWER MAIN CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR Am 54TH AVENUE CONSTRUCTION OF SANITARY SEWER SYSTEMS (STANDARD SPECIFICATIONS OF THE COACHELLA 5 y VALLEY WATER DISTRICT (CVWD). . T z ,:. ,. 2. .THE CONTRACTOR SHALL POSSESS A VALID CLASS R .oc o ® A O C-34 STATE OF CALIFORNIA CONTRACTORS LA UWA v, LICENSE. 9 Q - B o Q A PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER (NEI /4 NW l /4 OF 1 3. CONTRACTOR SHALL CONTACT CVWD, S CHIEF INSPECTOR UPON RECEIPT OF APPROVED DRAWINGS TO ARRANGE THE PRECONSTRUCTION CONFERENCE. NO CONSTRUCTION SHALL BEGIN PRIOR TO THE AIRPORT BLVD SECTION 28, TOWNSHIP 6 SOUTH, RANGE 7 EAST OF THE SAN BERNARDINO MERIDIAN, PRECONSTRUCTION CONFERENCE. f- t� (56TH AVE) COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 4. CONTRACTOR SHALL SUBMIT TO CVWD A LIST OF MATERIALS TO BE USED PRIOR TO THE PRECONSTRUCTION CONFERENCE. ONLY MATERIALS ON THE APPROVE D LIST MAY BE USED. LIST COACHELLA VALLEY ENGINEERS, INC. OCTOBER, 2005 SHALL INCLUDE QUANTITY, MANUFACTURER, MODEL, SIZE AND OTHER PERTINENT DATA. WORK SHALL BE INSPECTED Y STON C E K WAY CORAL T COURT 5. ALL W S TEDB CVWD. THE CHARGES FOR INSPECTION SHALL BE IN ACCORDANCE SITE a WITH CVWD'S REGULATIONS. 0 58TH AVENUE T CST 3 '4 6. CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DAILY WITH THE INSPECTION (STONE CREEK DEVELOPMENT) EX. MH NO. 3 DEPARTMENT BETWEEN 3:30 P.M. AND 4:30 P.M. FOR THE FOLLOWING WORKING DAY. IF CVWD IS EX. 10" SWR MAIN UNABLE TO PROVIDE AN INSPECTOR OR INSPECTORS, CONTRACTOR SHALL RESCHEDULE THE WORK RETENTION BASIN D RETENTION BASIN E FOR ANOTHER TIME. �� IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO CVWD VICINITY MAP - - - - - - - - - CONTRACTOR SHALL BE CHARGED ONE HOUR OF INSPECTION TIME FOR EACH DAY OF OCCURRENCE. NTS Av • EN U E w 7.' WORK PERFORMED WITHOUT INSPECTION SHALL BE REJECTED. H&--OF BEAM GS 8. COPIES OF COMPACTION TEST RESULTS SHALL BE FURNISHED TO THE INSPECTOR PRIOR TO AIR TESTING: MINIMUM FREQUENCY OF COMPACTION TESTING SHALL BE AS FOLLOWS: A SET OF PIPE ZONE ' THE BASIS OF .BEARINGS FOR THIS SURVEY IS AND MID -TRENCH TESTS SHALL BE CONDUCTED OVER THE SEWER MAIN BETWEEN MANHOLE SECTIONS .BASE© ON THE CENTERLINE OF AVENUE 58, AS (' I - AND A SET OF PIPE ZONE AND MID -TRENCH TESTS SHALL BE CONDUCTED AT EVERY THIRD SERVICE a 44 43 42 41 40 0 LATERAL AND MANHOLE LOCATION. SHOWN ON P.M. N0. 8834, P.M.B. 75/65 & 66, � 4 45 / I Q.R. COUNTY OF RIVERSIDE, STATE OF CAUFORNIA 39 9. GRADE AND ALIGNMENT SHALL BErESTABLISHED IN A MANNER APPROVED BY CVWD. CUT SHEETS MH NO. 102 38 SHALL BE PROVIDED TO THE INSPECTOR PRIOR TO EXCAVATION AND INCLUDE THE TOP OF CURB G ! - - ELEVATION AT THE LATERAL LOCATIONS. SEWER MAIN SHALL BE INSTALLED TO WITHIN 0.02 FOOT DOM S89r41R34'W MH NO. 109 46 I- -ru TOLERANCE OF LINE AND GRADE AND NO SAGS GREATER THAN INCH ARE ACCEPTABLE ESiI MTE OF QUANTITIES � RIVERSIDE, IN THE CITY OF LA QUINTA, COUNTY OFSTATE OF CALIFORNIA . COACH VALLEY r ; ; COACHELLA L W ATER DISTRICT , , GENERAL NOTES OR SANITARY T F SEWER SYSTEMS 1. ALL SEWER MAIN CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR Am 54TH AVENUE CONSTRUCTION OF SANITARY SEWER SYSTEMS (STANDARD SPECIFICATIONS OF THE COACHELLA 5 y VALLEY WATER DISTRICT (CVWD). . T z ,:. ,. 2. .THE CONTRACTOR SHALL POSSESS A VALID CLASS R .oc o ® A O C-34 STATE OF CALIFORNIA CONTRACTORS LA UWA v, LICENSE. 9 Q - B o Q A PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER (NEI /4 NW l /4 OF 1 3. CONTRACTOR SHALL CONTACT CVWD, S CHIEF INSPECTOR UPON RECEIPT OF APPROVED DRAWINGS TO ARRANGE THE PRECONSTRUCTION CONFERENCE. NO CONSTRUCTION SHALL BEGIN PRIOR TO THE AIRPORT BLVD SECTION 28, TOWNSHIP 6 SOUTH, RANGE 7 EAST OF THE SAN BERNARDINO MERIDIAN, PRECONSTRUCTION CONFERENCE. f- t� (56TH AVE) COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 4. CONTRACTOR SHALL SUBMIT TO CVWD A LIST OF MATERIALS TO BE USED PRIOR TO THE PRECONSTRUCTION CONFERENCE. ONLY MATERIALS ON THE APPROVE D LIST MAY BE USED. LIST COACHELLA VALLEY ENGINEERS, INC. OCTOBER, 2005 SHALL INCLUDE QUANTITY, MANUFACTURER, MODEL, SIZE AND OTHER PERTINENT DATA. WORK SHALL BE INSPECTED Y STON C E K WAY CORAL T COURT 5. ALL W S TEDB CVWD. THE CHARGES FOR INSPECTION SHALL BE IN ACCORDANCE SITE a WITH CVWD'S REGULATIONS. 0 58TH AVENUE T CST 3 '4 6. CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DAILY WITH THE INSPECTION (STONE CREEK DEVELOPMENT) EX. MH NO. 3 DEPARTMENT BETWEEN 3:30 P.M. AND 4:30 P.M. FOR THE FOLLOWING WORKING DAY. IF CVWD IS EX. 10" SWR MAIN UNABLE TO PROVIDE AN INSPECTOR OR INSPECTORS, CONTRACTOR SHALL RESCHEDULE THE WORK RETENTION BASIN D RETENTION BASIN E FOR ANOTHER TIME. �� IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO CVWD VICINITY MAP - - - - - - - - - CONTRACTOR SHALL BE CHARGED ONE HOUR OF INSPECTION TIME FOR EACH DAY OF OCCURRENCE. NTS Av • EN U E w 7.' WORK PERFORMED WITHOUT INSPECTION SHALL BE REJECTED. H&--OF BEAM GS 8. COPIES OF COMPACTION TEST RESULTS SHALL BE FURNISHED TO THE INSPECTOR PRIOR TO AIR TESTING: MINIMUM FREQUENCY OF COMPACTION TESTING SHALL BE AS FOLLOWS: A SET OF PIPE ZONE ' THE BASIS OF .BEARINGS FOR THIS SURVEY IS AND MID -TRENCH TESTS SHALL BE CONDUCTED OVER THE SEWER MAIN BETWEEN MANHOLE SECTIONS .BASE© ON THE CENTERLINE OF AVENUE 58, AS (' I - AND A SET OF PIPE ZONE AND MID -TRENCH TESTS SHALL BE CONDUCTED AT EVERY THIRD SERVICE a 44 43 42 41 40 0 LATERAL AND MANHOLE LOCATION. SHOWN ON P.M. N0. 8834, P.M.B. 75/65 & 66, � 4 45 / I Q.R. COUNTY OF RIVERSIDE, STATE OF CAUFORNIA 39 9. GRADE AND ALIGNMENT SHALL BErESTABLISHED IN A MANNER APPROVED BY CVWD. CUT SHEETS MH NO. 102 38 SHALL BE PROVIDED TO THE INSPECTOR PRIOR TO EXCAVATION AND INCLUDE THE TOP OF CURB G ! - - ELEVATION AT THE LATERAL LOCATIONS. SEWER MAIN SHALL BE INSTALLED TO WITHIN 0.02 FOOT DOM S89r41R34'W MH NO. 109 46 I- -ru TOLERANCE OF LINE AND GRADE AND NO SAGS GREATER THAN INCH ARE ACCEPTABLE ESiI MTE OF QUANTITIES DESCRIPDON UNITS QUANT. 48 D14 U4NHOLE EA 1i 8 Vcp SEWER AmVN LF J, I03 4 LAMM EA 56 6" CLEANOUT EA 1 5 WATER MAI 73 30 7, 29 I 72 / \ I MA H01,E ZQjX N OUT CHART .- - MH STATION TMH EL.EV INV IN DIR INV OUT DIR - --- ---- / I EX 3 10+00.00= 461.98 453.18 S 453.16 E \ 10 / (8+73.64) /1� --- -- r- ---- ---" r�� 101 13+17.84 462.16 454.51 NW&SE 454.31 NE VILLAGE MOUNTAIN ROAD - - -- - RNE (WEST ENTRY DRIVE) 15 I 102 10+48.07 462.15 454.77 W 454.67 SE 16 , - NTS � I ( 2ffi ,7 98 99 22 23 24 26 20 25 27 103 13+13.61 466.20 456.20 W 456.10 E , R/W R/W I I I 46 l� - - - -- - - 104 16+43.61 469.50 458.22 W 458.12 E C/L " 10 23 23 1011 105 17+91.97 468.86 _ 458.81 W 458.71 E � Aer_ Pv�'T oVaz---- - Pon.G�E9 4 N�u 4 4.5' MISC CRUSHED PUE PUE BASE (MIN) 20.5' .20.5' 6" BARRIER SEC. 209 9 9 4°63° RZE° S° o °Dill 106 20+10.77 470.89 460.89 NW 460.79 NE I CURB +' 2.5 PROP. BLOCKWALL 6 CURB. 2.5 6" CURB 107 22+66.05 473.50 463.50 S 463.40 N _ EX R .. /W C/L „_ _ 27G 2X I INDEX MAP PROP R/w 108 25+6, .93 475.08 465.08 N RErtNTION RETENTION 4W SECTION LINE �� R/W C.V.W.D. DRAWING APPROVAL - BASIN BASIN ® 109 12+86.35 472.61 462.72 S► VARIES VARIES SCALE: I" =100' 6' 4' COVER O' 10` 12' 3s' 36' 12' W 290E Cas FINAL GRADE 8 TYP 8 TYP w n 3" AC PVM'T OVER L.S. 110 10+61.06 462.30 454.81 S 454.71 N a'"*i0�' 4.5 MISC CRUSHED r I i VARIES awc No. 111 13+01.69 463.39 455.80 W 455.60 N _ " n BASE (MIN) i I VAR. VARIES 34572 PROP 18 DIP PRIVATE ENGINEERS NOTES TO CONTRACTOR MIN. 15f „2 13+28.2 4 0 65.88 456.97 W 456.87 E WATER wuN THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES CONDUITS 8� I-- mi ' 1x MIN = 113 15+59.57 467.94 457.72 E R. WpE IPPR OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF i _ _ _ PROP 8m VCP SEWER MAIN THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO CO STATION TCO ELEV INV OUT DIR EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS 4" CONC. 4" AC PVM'T OVER 6" CORAL MTN. COURT REQUIRED TO TAKE .DUE PRECAUTIONARY MEASUR ES TO PROTECT THE UTILITY MEANDERING MISC CRUSHED BASE (MIN) 6" CURB & GurrER 101 13+77.13 463.81 455.84 N CTOLINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL SIDEWALK (EAST ENTRY DRIVE) _ TYPICAL SECTION AVENUE 58 LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND NTS _STA 48+64 TO 62+14 . STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. NTS ' RECOMMENDED FOR SEAL CITY SEAL APPROVED BY DATE IN THE CITY OF LA QUINTA, CALIFORNIA SHEET N4. Underground Service Alert APPROVAL QROfEss/ TEL(760)360-4200 K. R/ F AFORE CF y 8 c, FAX 760 60- ( )3 4204 o, Call. TOLL FREE ; a� C) '° m SEWER IMPROVEMENT PLANS Coachella Valley Engineers '{ Q W TRACT MAP NO. 31249-1 t - V O O * NO.3$%%H * EPA ED UND THE DATE IXP.00-07 EC SUPERV o o DA 77-899 Wolf Road Suite 102 OF 4 sHTs. ,Palm Desert, CA 92211 PHASE 1 2 "� _ 2 / 2 V V O DATE BY MARK APPR. DATE CHECKED BY 9 C \, �\� BENCHMARK: 466 USBR 29TH ENGINEERS 1941 RIV. POR. OF T FILE No l� 1 V � �O`� � SCALE: AS NOTED � ( Co.)� HE NE1/4 OF THE NW1/4 OF SEC.28,T6S., R.?E. OF S.B.M. ENGINEER REVISIONS CITY DAB OF cj�DAVID K. RICE JR. A USBR DISK SET IN CONC. POST NO STAMP SW CORNER • OF INT. . TW0 WORKING DAYS BEFORE YOU DIG DESIGNED BY: DC DRAWN BY: DC CHECKED BY: DKR R.C.E. No. 35728 rATE' OCT, 2005 MONROE ST.& 58TH AVE. ELEV=-64.955 NOTE:500.00' ADDED TO ELEV FOR 1537NO.ExP. 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WTR MAIN 1 ; �,< R _ - PROP. PUt c~n - + WATER MAIN PE 476.5 _ f- ( g� __ ,INSTALL 4 LAT 15 ,,; �'� :.:; _ a M i pc N STA. 25+04.0 Z. SEE DWG. NO. 21493 t- ( N I n g z » / g N �- I ►- o ) ,� I INSTALL 4 LAT PE 480.0 CDI f, PROP. 8 DIP N ¢ co = n = \ 1 ,� N I Q� sf ei~ /� 5 r- _ WATER MAIN co I I `; v~i I + + CI Y•/ W C9 ;'Y d M r _ I z N I N Z --Q a '. + ''� - � N J C.V.W.D. DRAWINC3 APPROVAL -- _... _. _ .._ __...._ .•, PE 474.5 N I + .{. N -1 w R/W , J J `" J 9 1 I a _' i d 'a' „ a a ►- z z EX. 27 IRR. MAIN z Q N PE 473.3 Check" a SEE DIST. DWG. NO. ? N z 11 1 2 N C 4P 1231 i , ; [] Q, ,7 10 PE 475.5 I PE 476.0 W ( 1 .:r., 6 a p�1 PE 473.9 $ s� 4573 c). 9 �, PE 474j it.5 I PE 474.0 I 1 GRA PHIC AP HIC SCALE a ( PE 464.7 �.> .- PE 473.5 U. ACCESS ESMT. ,.._....: _;.:.�. -�i =: 0 20 160 DATE APPR. 48 a r t F..,. l . _ -- .� - 40 40 80 R•rNtrr 10 n _ - - . /w L.S. _ .r. .. ; n 32 IN FEETCIA - _.-._.. _ _ TRACT BOUNDARY 1 inch = 40 fi~ a 1D 'R11Tj`*' G E C 0 U 3 -n'l """""AL X CORAL MTNo i--COU COA CO':3AL.VIEW.WAY z RECOMMENDED FOR CITY APPROVED BY DAB SEAL SEAL ( IN THE CITY OF LA QUINTA, CALIFORNIA` SHEETNo. Underground Service Alert APPROVAL QROFEss/ TEL 760)360-4200 �. I:. R� , FORE �o �� ,c F e� Y� ,��, J F E FAX 760 360-4204 ,� o Call. TOLL FREE ; o� �� 2 t ) 2 Coachella Valle Engineers SEWERIMPROVEMENT PLANS into 01 NO. PUR.UNDE E2 Y TRACT MAP NO.31249-1 -800DA�DP0 77-899 Wolf Road, Suite 102 Palm Desert, CA 92211 OF 4 SHTs. DATE IXP. 630 01 Q,PHASE1 2 2 7 2 6 0 0 DATE BY MARK APPR. DATE CHECKED BY 9j C �. SCALE: ■ _ 1 or F V �O�` 1 - 40 BENCH MARK: #466 USBR (29TH ENGINEERS 1941 RIV. CO.) A POR.OF THE NE1/4 OF THE NW114 OF SEC28,T6S., RJE. OF THE S.B.M. FILE HO ENGINEER REVISIONS CITY CF CND. DAVID K. RIC JR. A USBR DISK SET IN CONC. POST NO STAMP SW CORNER OF INT. DATE DATE. OCT 2005 MONROE ST. FOR JOB No. CCUD TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY. DC DRAWN BY. DC CHECKED BY. DKR R.c.E. No. 35728 ExP. DATE:06/30/07 & 58TH AVE. ELEV 64.955 (NOTE.500.00 ADDED TO ELEV) EHLINE 02226 I _ I Q 73 V4 CONSTRUCT 8> VCP SEWER MAIN STA:10+00 TO 12+' 80.35 { CONTRACTOR X QUANTiTES SHOWN ARE FOR PERMIT USE ONLY. THE ONTR4 Q ` OAD �0 �- 1 L �% 1 STA . 1 0 + 0 0 T 0 1 3 + 1 ( 8 L�. IS RESPONSIBLE FOR HIS OWN QUANTITIES FOR BIDDING PURPOSES b . �. y f 1 � ESTIMATE OF QUANTITIES DESCRIPTION UN17SI QUANT. 48 DIA MANHOLE EA 4 8 VCP SEWER MAIN LF 1.166 4 LATERAL EA 19 6 CLEANOUT EA 4 LINE TABLE LINE BEARING LENGTH L1 SOO'18'26"E 58.71' L-2 S50'29'15'V 85.00' L3 S08'33'44"E 15.70' L4 S44'13'08"E 52.30' �� S06'09'49"E 140.45' CURVE TABLE CURVE RADIUS DELTA LENGTH TANGENT C1 192.00' 51'57'42" - 174.13' 93.57' C2 150.00' 47*44*47" 125.00' 66.39' C3 150.00' 35'39'24" 93.35' ` 48.24' C4 309.00' 4T20'06" 255.28' 135.43' C5 158.00' 56*22*00" 155.44' 84.66' C6 309.00' 40'34'11" 218.80' 114.21' Aff Vs - -- -------- -------- UNION— it me "emme'em 11R1 , 241 VAN __Awmft_�a 1A m. El k AIL m� '00 a men a 0 0014 pk� me 41 all a pi� IN M an 07619 &VMNM ANN Him milomtmmmmm MM I• ummm�-- - an MMEMMMOMMM 21+00 20+00 19+00 18+00 17+00 CORAL RIDGE COURT 3 VILLAGE MTN. ROAD PE 474.5 F!". No rn Ar 4 10 2 PE 474.0 PE 473.0 _j PROP. 8" DIP WATER MAIN / y ot "o, C \qFIDGE 0- a. CL 9 I Z P 0 to (OPEN SPACE) ' 04 0* CY), 04 4474 _?,24 + 10 o Y_ a. z 4 0 0: X 0 85 w � GRAPHIC SCALE 0. Mz .0 1 40 0 20 40 80 PE 473 x O STA. 201 + 0 01309-1 IN FEET -rc IR E\:\Id N 1 inch 40 ft. . ..... ON BASIN 60 CURVE TAKE CURVE RADIUS DELTA LENGTH TANGENT 4W NOW 1-= 4` MMT MEW-* ..... ..... 16+00 15�00 14+00 13+00 12+00 10+00 44 PE 471.1 PE 470.1 43 STA.• 14 + 9 3. 0 1 sm.-414+87.0 PE 469.1 :6T 46 INSTALL 4" LAT INSTALL 4" LAT� STA: 13+58.3 42aci jO ry T, LAY/ INSTALL 4" PE 468.0 IE 471.3 41 V _j _j ESTIMATE OF QUAWMES DESCRIPTION UNITS QUANT. 48' D14 MANHOLE EA 4 e VCP SEWER MAIN LF' 1,000 4- LA 18 6- CL54NOUT EA - 0 'T 'rop. r-r_ Ituo.zi 40 GUM77TES SHOWN ARE FOR PERMIT USE ONLY THE CONTRACTOR WIED Is RESPONSIBLE FOR HIS OWN QU4AMES FOR BIDDING PURPOSES f 5+01 C PE 465.8 39 f�?Op 8. I_ V6 C14 Qlp I- _j PE 464.7 �j 38 0 PE 464.0 PROP,PU O C'j + STA: 14+72.51 40 + W) PGG I V N *t_ o V6 PRop. pUIC _j _j 2 toA16. 6 1 JV0O-j V's 48 PE 470.2 'e 49 PE 468.9 50 .8 51 PE 467.6 Ain PE 466.2 1w 52 STA.' 10+48.07 PE 465.0 MH NO. 102 LNEN1 6-39-16-E(R) STA.- 10+30.9 INSTALL 4" LAT RETENTION BASIN ---' C.V.W.D. DRAWING APPROVAL RUCT 8 VCP SEW AIN 6AX sTA1 0�-00 29MC05 0 mzf/p, #0 34574 53 ------------ PE 464.5 r.C1 309.00' 4720'06" 255.28' 135.43' LINE TABLE 57 1 56 55 s. UNE BEARING LENGTH C2 309.00' 40'34'11 218.80' 114.21' C3 207.00'--, 41-03'55- 148.36' 77.53' L1 S85'28'1 5"E 265.54' C4 263.00' 1 3716'30" 88.70' L2 S59*57'29"E 48.07' C5 723.00' 1 12*35'33". 1 158.90' 79.77' N50*29'1 5"E 85.00' COIw�AL VIEW WAY RECOMMENDED SEAL CITY SEA1,;. APPROVED BY DATE- IN THE CITY OF LA QUINTA, CALIFORNIA SHEET No. Underground Service Alert APPROVAL 11:: if ESS/ TEL(760)360-4200 ,gORE yo K. RI -4204 r '/ f,% 11. TfNI I CD C, r, FAX(760)360 o U C2 1-800 DATE 227-2600 MARK APPPL. DATE CHECKED BY ENGINEER REVISIONS CITY TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: DC DRAWN BY: DC CHECKED BY: DKR DATE 0 : Or_VVt=M I1V1rMUV[=1V1r_1N41 r1_Arq%1> LU M Coachella Valley Engineers M NO. 35728 PR R UNDER;Ri DATE-L'I t 10 5 TRACT MAP NO. 31249-1 EXP.6-3N7 DIR CT S PERV 77-899 Wolf Road, Suite 102, Palm Desert, -CA 92211 OF 4 SHTS. PHASE I CIV SCALE: 1*=40' BENCHMARK: #466 USBR (29TH ENGINEERS 1941 RIV. CO.) A POR. OF THE NEI/4 OF THE NW1/4 OF SEC28,T6S., R_7E. OF THE S.B-M.' FILE No. OF DAVID K. RICE JR.<3� DATE: A USBR DISK SET IN CONC. POST NO STAMP SW CORNER OF INT. FOR JOB No. R.C.E. No. 35728 Exp. DATE: 06/30/07 OCT, 2005 MONROE ST.& 58TH AVE. ELEV=-64.955 (NOTE-500.00' ADDED, TO ELEV) EHLINE 02226 34574, r.Iftfsl�/i• rr �SONVrarftftrrt�arf 1.1 alai; av , iasrrn.v _ °' iilY��i I�rl ii ` 1 r.I�.rAt.">rrrr.111111r.�1 f G tt �fiirri�.r Bra ■l�atwll rr�rlll�--�� �. N arr ■.rr+.s ir�rt � ::... 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Fr�llr� -- .�aitra�J~rll/r.R wii>oiri- __ iliiii_cirri!'ririili'irRriilivti'�IA•�rii��i! � i i Irtrrip�i -- i �r.!r•,ta.lrftw/Iiwwtrarrll i1•rrrrii'.i alwt" rll�aaisairfirrlrrrl �_.r +i.rlw'aiit.�arraiwr�ri iiiiilir�ii iil'.iiiiiiiiwi. - iior!•�iiiiaiiiiiiliiiNIN.00 iiii±iiliiiii �i� rfraiiiiiii�i iillr� /�rt•.aaatlal)... ._. .. ... .. .. ... iiiirrs�riildiilr�'iiiii ... -._ .. .. ..- ... _ .. _ .. _ _.. _... .. ...... ... ... .. �.. ., .- 'i!!i }11f1/t>tir isf•witirf�r �f14P11�}.11�4. - •!�l�a�aR ... - ..... .... ia�#iraRr/iit�-i�wt111.aR1.IR#IR! . i �l9r11 iitrirt�p ilt�r a IrtrrlRrrri ii�ri �I":.tl�l�- l i!i �Irir Ofrairaairria. .. .. . _......._.... ._ ..... .. ......... -. ..... ..... ... ... . ... ... .. ... -. CONSTRUCT 8 VCP SEWER MAIN CORAL MTN. CSTA:10+00 URT TO 13 �-'�`�.13 QUANTITES SHOWN ARE FOR PERMIT USE ONLY. THE CONTRACTOR O. `-., �� `'•�` • ti . 33 iS RESPONSIBLE .FOR HIS OWN QUANTITIES FOR BIDDING PURPOSES � ...:. � I z z ( }. GRAPHIC SCALE . 37 5Q ' �. b 40 0 20 40 8 CONSTRUCT S VCP SEWER MAIN 36 34 .. ,,, z (OPEN SPACE)I I IL III PROP. g z € PE 464.0 PE 465.0 90 24"CPP co �' S ---STA• 10 + 0 0 TO 15 + 5 J 5'� � I � ��4 :z ../ -- -- � Q � � � � � � � I . a � ,...' ,, ,.. `"'� " •.. � '. <, STORM + � I r d' _ � 3 5 IN FEET i I n.3 `,•, . o PROP. 18 DIP. I- v� 3 i } ' D I to .:., `�, DRAIN !' ( rn g rn o I- ft. ��al lJ LJ lJ I :4 Q WTR. MAIN J t� PE 464.5 w w o ` _ M 1 inch 4 a - .. :b: I •a . g o . 55 o d a o n I I l . STA. 10+61.06 ♦ ( co o - i N Z Q d r LJ OOP d 1056 _ � � !- d 1 M O •• J N J " 1 PROP. WEDGE o 1 I , . <. . , a J a- .- J PROP. 18 DIP. _ 57 PE 466.6 PE 465.3 r ( a m z a _ 58 1� z � CURB I ,.� y _ -J �-- Q E- o 1 59 Z cn z Q o d ¢ a cn WATER MAIN 1 _ - i I = w z I .. o - _ _ PROP. PUE v~i o I- E- z 00 N z PE 470.0 PE 468.5 PE 467.5 1� ---_z_ aca v>v��sn I ( y + TA• 10+00 .� s .. w � N 60 + I C- o + s H N0. 111 38 r---� t7 PE 471.2 �. + O'� _ z�N• R/W "„. Lp �n = z ^ o PROP. PUE J OD L "W(Ri 1 �o �'� v► r I - - 'fi�+`0'6" - --� C g1 4Q' 30 --13 - �' cr ,n 4 M S Q a F- .p + _00 1 0 - - - - 1 is f 1$ - �ii z I � � w ,. � � � � . �. . ` ,o PROP.PUE ;..- ' .t O STA. 11 +38.94 BC o� ,� v'l - 3+ I � ?�; N79'33 12"W(R) ,± � / N 2.94 � � \ ... � PROP. WEDGE y M O R o 2�° - CURB _ I ..7; \ TW--� PROP. PUE�-`� - I I -a.. w zy I_a ► w �� 6813 / -! - PROP8 DIP. v t, 1 3 53 j PE 471.7 - . r r N 5+00 �_ - - - I _ fI 1 .. WATER MAIN r N + ;...,. _... v a PE 465.3 -- - - -- _ --'-� + I 41 „ PE 464.5 I o _ - , I I- - z o� 1 -1 - \ o \ \\ +� r� rc,F c� 54 \ I I \. _ I u u O C.V.W.D. DRAWING APPROVAL .. Q / STA. 14+9 +, N 67 I 4 -.{ � v PE 465.3 V i SOT09 14 E R ` of i� 68 I z 3 .. z \ N -� PE 466.0 I I s �n �n O ,` 66 � � 29DEW5 \ . Z I _., O ao al.alrl� R/W \ o- PE 466.E to PE 465.3 I .- w \\ a Q, o a \ o PROP. i ,1.., u u + + r- --R F- F- W m = 0D I a o rq N 1 R NTION ! �! '3 .7. R BARRIER CURB a g o rr Q �] 1L .- o rn ow�,o�, o� 65 I ,; ,, n zM 52 eas A . g o 40 � �n .... . F oo wo as i 1 0 Q a a v 3 0 3 fe PE 467.5 NDAR`( I V U V a + i + gpU a = PE 465.0Reviol m _ m n. IpCT I cn iii z �, a 55 o 64 I �, -W: .. .. Q \ J PE 466.0 z ,a. Z n. 63 PE 468.5 - D I CORAL;�VIE PE 471.2 I PE 470.0 \ {Q �� ` T' 1JVllA N n -"AIN o A L MTN C MIts OUNr do0 U cu WAY C OT a x 1 v RECOMMENDED FOR CITY APPROVED B DATE SEAL SEAL Y IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO. .. Underground Service Alert APPROVAL ,pESSI Q, TEL(760)360-4200 III FORE ��0 K. R/�. F gE YpO tiC - FAX 760 360 4204 ,`Call: TOLL FREE. ` a� �,� � _ � ) _4 Cd Coachella V SEWER IMPROVEMENT PLANS IllO w rn Valley Engineers Q 0 TRACT MAP NO. 31249-1 V 0 V * NO. * PR AR UNDER E a DATE D(P.6,30-07 DI CT s PERVISI 77 899 Wolf Road Suite 102 Palm Desert CA 92211 OF 4 SHTS. cu '"] (� �' , , , PHASE 1 "1 / - V 0 0 DATE BY MARK APPR. DATE CHECKED BY 's' �• rF CI v 1 o� SCALE: 1 M = 40' BENCHMARK: #466 USER_ (29TH ENGINEERS 1941 RIV. CO.) A POR. OF THE NE`I/4 OF THE NW1/4 OF SEC.28,T6S., RJE. OF THE S.B.M. FILE No. ENGINEER REVISIONS CRY DATE OF CP`�Q DA D K. RICE JR A USER DISK SET IN CONC. POST NO STAMP SW CORNER OF INT. TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: DC DRAWN BY: DC CH CKED BY: DKR DAB' 005 MONROE ST.& 58TH AVE. ELEV FOR JOB No. R.C.E. No. 35728 EXP. DATE:06/30/07 OCT,1 64.955 (NOTE.500.00 ADDED TO ELEV) EHLINE 02226 a . , 34575 CURVE TABLE Cmw I RADIUS DELTA LENGTH TANGENT C1 150.00' 26'23'47" 69.11' 35.18' C2 1993.00' 4 3954" 162.27' 81.18' C3 2010.33' 721'14" 328.20' 164.47' C4 781.00' 1 11-56'24" 1 162.75' 1 81.67' UNE TABLE LINE BEARING LENGTH L1 S24'52'16"E 61.06' L2 S09'09'14"W 77.88' L3 S07'07'20"E 75.44' ATE OF UANT177ES EST/M Q DESCRIPTION UNITS I QUMT. 48 DLA MANHOLE EA 5 8 VCP SEWER MAIN LF 937 4 LATERAL EA 21 6jo CLEANOUT EA 1