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7035Finance Revenue Code E-1 • QU &A 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 14, 2007 LOCATION OF CONSTRUCTION (Street address or Description): PURPOSE OF 'CONSTRUCTION: Sewer main installation DESCRIPTION OF CONSTRUCTION: Sewer main installation 4 Washinaton N DIMENSION OFINSTALLATION OR REMOVAL: Approximately 650 LF APPROXIMATE TIME WHEN WORK WILL BEGIN:Will call TIME OF COMPLETION:One month from start ESTIMATED CONSTRUCTION COST: $222,485.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7075. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and re ulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. r� Signature of Applican or Agent La Quinta Business Centre, LLC - Marty Martinovich 78-015 Main St. Ste. 104 La Quinta, CA 92253 250-8485 774-6475 Name of Applicant (please print) Business Address Telephone No. J.H. Thompson 79-607 Country Club Drive #2 Bermuda Dunes, CA 92203 (760) 345-6003 Name of Contractor and Job Foreman Business Address Telephone No. 734478 Contractor's License No. Applicant's Insurance COmDan FEES: Subdivision Improvement Permit - Class III pF LA FINANCE Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $6,675.00 $100.00 $ $ $6,775.00 City Business License No. G5514110 Policy Number improvements: 3% of estimated construction costs improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7035. DATE APPROVED: EXPIRAT L5 D T_��. /biZ BY:� Administrative Authority City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7035 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 dose 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 'h") of A.C. paving on (" N/A "') of class (" NIA " ) 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 (5') -lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less. than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of 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 backfilfed 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. PERMI.T NO. 7035 La Quinta Business Centre SDP 2004-814 / Install 8" VCP Sewer Line / Eastsicie of Washington St. North of Fred Waring Dr 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. Mar Vest and / or J.H. Thompson, 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 Pennittee 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. 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 Special Page 1 of 6 PERMIT NO. 7035 La Qu►nta Business Centre SDP 2004=814 / 1nsta118" VCP Sewer Line / Eastside of Washington St. North of Fred Waring Dr 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. 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.thwa.dot.gov/HTM/2003rl/part6/part6-toc.htm and http://www.dot.ca.gov/hq/traffops/signtech/mutcdsupp/pdf/CA-ChU6A-Chgp6F.pdf, respectively. It shall be the Pennittee'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. I I., 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. 7035 La Quinta Business Centre SDP 2004-814 / Install 8" VCP Sewer Line / Eastside of Washington St. North of Fred Waring Dr 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. 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 Special Page 3 of 6 PERMIT NO.7035 La Quinta Business Centre SDP 2004-814 / Install 8" VCP Sewer Line / Eastside of Washington St. North of Fred Waring Dr 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. The permittee shall submit "AS -BUILT" drawing to the City within 30 working days after completion and acceptance of the project. 32. Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; Special Page 4 of 6 PERMIT NO. 7035 La Quinta Business Centre SDP 2004-814 / Install 8" VCP Sewer Line / Eastside of Washington St. North of Tred Waring Dr 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. 33. 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 PERMIT NO. 7035 La Quinta Business Centre SDP 2004-814 / Install 8" VCP Sewer Line / Eastside of Washington St. North of Fred Waring Dr 34. 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. Page 6 of 6 T4hf 4 4Q96(rw [:: PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: 2 • % p� Tfaet-Ado: SDr : • Zooq- 81 q . Project Name: LA Q(-II VrA 6441NESS CE wrp- Vicinity:�l tJ S'T — MOM11A QF FMM ( O.4R1SIG Purpose of Construction (Ex: Rough Grading, Mite Street etc.) S wrA MAI,J 1AI CTAG�/I•rio�l Description of Construction (Ex: See Plan Set No. 01234) SDP : 2-oo4 Dimension of Installation or Removal: _Apww. 65D , Approximate Construction Start Date: 2. 1 O. 0-1 Approximate Construction Completion Date: (p • �"� Estimated Construction Cost: $--- :2 ;z . eftg � AL-2 Z7- Estimated Construction Cost shall include the removal of all obstructions, materials, and de ris, back -filling, compaction and placing permanent resurfacing and or replacing improvements I AiTA , CA 9z7-53 Name of Contractor:, 'rH oM pS o 1�1 Contractor Address: `7q •(ODD COUt4-M!JCLLIBU-*2-•?EMMUbALLWES Contractor Telephone Number: 3tg - (aQ63 Contractor State License Number: Contractor City Business License Number: Z oS ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED A Applicant or Contractor General Liability Insurance Company: MT PAWILW JqSurLA cS n Applicant or Contractor General Liability Insurance Policy Number: CSS1411c> Office Use Only: Inspection Fee: dj r S Pemnt Fee: � loo. -- As-Built Deposit: Dust Control Deposit: Credit -Amountr TOTAL FEE DUE: 'm Office Use Only: Assigned Permit Number. O Approval Date: Expiration Issue Date: C 9z2o3 Ca 2,uinta Business Centre ID ® Task Name Duration February March 1Q8 2/4 2/11 2/18 2/25 3/4 3/11 1 �' .V. t r s��+y, Pre -Construction Offsites/Site Development Surveying Grading Dry Utilities Water Improvements Sewer Improvements Day 1 Day 2 Day 3 Days 4 - 9 Day 10 Days 11 - 16 Day 17 Day 18 Day 19 Day 20 Day 21 Day 22 Day 23 Retention Basin i Street Improvements Landscape Improvements Common Area Amenities Direct Construction 185 days 212 days 6 days 188 days 20 days 11 days 23 days 1 day 1 day 1 day 6 days 1 day 6 days 1 day 1 day 1 day 1 day 1 day 1 day 1 day t 19 days 34 days 171 days 20 days 239 days MMW 28 29 32 37 42 i 45 46 i 47 48 49 50 - 51 52 53 54 55 56 57 58 59 64 I 68 74 i 78 Project: La Quinta Business Centre Date: Tue 1/16/07 Task Critical Task ® Progress Milestone Summary Rolled Up Task Rolled Up Critical Task Rolled Up Milestone O Rolled Up Progress Split External Tasks - Project Summary Group By Summary Page 1 � La .2uinta Business Cen.tre � 46 Day 1 Tap existing manhole. Trench across street. Cover with steel plates. (8 pm - 5 am / northbound traffic diverted west of median) 47 Day 2 Lay pipe across Washington St & construct 1st manhole. Install first stub going south. (8 pm - 5 am / northbound traffic diverted west of median) 48 Day 3 Ball eastANest trench. Temp patch. (8 pm - 5 am / northbound traffic diverted west of median) 49 Days 4 - 9 Lay 60' of pipe per day going south. Steel plates & cold mix. (8 pm - 5 am / lanes 2 & 3 closed) 50 Day 10 Construct 2nd manhole. (8 pm - 5 am / lanes 2 & 3 closed) 51 Days 11 -16 Lay 60' of pipe per day going south. Steel plates & cold mix. (8 pm - 5 am / lanes 2 & 3 closed) 52 Day.17 Construct 3rd manhole. (8 pm - 5 am / lanes 2 & 3 closed) 53 Day 18 Construct lateral to property. (8 pm - 5 am / lanes 2 & 3 closed) 54 Day 19 Air test system. . (9 am - 3 pm / close. lane 3 & 2' of lane 2) 55 Day 20 ' Video test system. (9 am - 3 pm / close lane 3 & 2' of lane 2) 56 Day 21 Lanes 2 & 3 grinded. (8 pm - 5 am / northbound traffic diverted west of median) 57 Day 22 Lay base & 1st layer of asphalt. (9 am - 3 pm / lanes 2 & 3 closed) 58 Day 23 2nd layer of asphalt. (9 am - 3 pm / lanes 2 & 3 closed) Page 2 05/25/,2006 14:04 FAX 760 345 0525 JH-THOMPSON&SONS WJU7 J.H. Thompson & Sores, Inc. General Engineering Contractors I BERMUDA DUNES 79-GU7 COUNTW CLUB DR-. SLVE 8I TELEPHONE: M 345.6003 BERMUDA DUNES, CA BZM License No. 734478 ;: _ ._.. 'i i w a. d s L 4. E f a 9 ;a C" g', ;<.; FAX CM) 345QSM MAY 24, 2006 MARVEST ATTN_ JAY MARTINOVICH 42208 WASHINGTON ST., PMB 153 BERMUDA DUNES, CA 92203 RE: LA QUINTA BUSINESS CENTER (A.P.N. 609-070-028. -029) Description Quantity unit Prics TOW Prim ITE SEWER IMPROVEMENTS MOVE IN LS $5,000-00 $ 5.1100.00 POTHOLE LS $4 000.00 3 4.000.00 TIE INTO EXISTING MANHOLE 1 EA $3.500.00 $ 3.500.00 8" V_C.P. PIPE 710 LF S 75.00 S 53,250.00 6" V.C.P. PIPE 30 LF $ 60.00 S 1.800.00 6" CLEANOU 1 EA $ 760.00 $ 750.00 SAW CUT ASPHALT - THICK 1,440 LF S 3.50 S 5.040.00 REMOVE ASPHALT 7.100 SF $ 2.95 S 20;945.00 COLD MIX 150 TONS S 125.00 $18.750.00 SHORING LS S11000.00 1 $ 11.000.00 4" A C. PAV 7,100 SF $ 5.00 S 35.500.00 6" CLASS II BASE 7,100 SF S 3.00 S 21.300.00 CLEAN g AIR TEST LS $3,000.00 $ 3.000.00 VIDEO INSPECTION LS 134.000.00 $ 4,000.00 TRAFFIC CONTROL LS 515.000.00 S 15.000.00 48" MANHOLE 3 EA $ 3,5W.00 $' 10,1S00.00 GRIND EXISTING EDGE PER LA OUINTA STD. 600 LS $7.500.00 $ 7,500.00 RAISE MANHOLES 3 EA S 450.00 S 1,350.00 RAISE CLEANOUT 1 EA $ 300.00 $ 300.00 1714 TOTAL $ 222.485.00 La Quinta Busflness Centre, LLC January 30, 2007 City of La Quinta Public Works Department Hand Delivered RE: OFFSITE SEWER EAPROVEMENTS — LA QUINTA BUSINESS CENTRE SDP 2004 — 814 To Whom It May Concern: As you are aware, we are ready to begin constructing the offsite sewer improvements for the above referenced development. This correspondence is intended to outline our proposed working conditions/traffic control plan during construction. Several challenges exist with the work, including but not limited to: • the closing of 2 lanes during most of the work • the crossing of Washington Street • trench depths of 13 feet • difficulties in receiving concrete during night work • impossibility of receiving asphalt during night work In preliminary discussions last month, it was clear that the city prefers the work to be completed at night when more than one lane is closed. Together with peak traffic hours of 7:30-8:00 am and 3-4 pm due to the school site, we propose to complete the 23 day project as follows (as further detailed on the attached schedule): • days 1-3: working hours — 8 pm to 5 am / northbound traffic diverted west of median • days 4-18: working hours — 8 pm to 5 am / lanes 2 & 3 closed • days 19-20: working hours — 9 am to 3 pm / lane 3 closed + 2 feet of lane 2 • day 21: working hours 8 pm to 5 am / lanes 2 & 3 closed • days 22-23: working hours — 9 am to 3 pm / lanes 2 & 3 closed We understand the city's concern with traffic congestion. Furthermore, we believe we can complete most of the construction work working exclusively at night under the right 78-015 Main Street, Suite 104 / PUB 83 — La Quinta, CA 92253 Office (760) 250-8485 / Fax (760) 418-8140 Email: Scott-Stokes@dc.rr.com January 30, 2007 Public Works Department Page 2 of 2 conditions, including the use of steel plates to temporarily cover the trenches during construction. However, several days of "day" work are required due to testing the sewer line and paving of the lanes, as it is impossible to obtain asphalt during the "night" hours. A detailed schedule, as well as a traffic control plan is attached. We look forward to discussing this in more detail, as we are anxious to proceed with the work. Sincerely, LA QUINTA BUSINESS CENTRE, LLC Scott Stokes Manager cc: Jay Martinovich, Marvest Jackson Thompson, JH Thompson & Sons RESIDENTS OF TUCSON CIR. SHALL BE NOTIFIED IN ADVANCE' m OF THE CLOSURE OF THE NO LEFT TURN SITUATION AND ASK z�" PALM ROYLE U TURN. FRED WAKING DR. N TO CONTINUE TO PALM ROYLE AND MAKE A WROAD ORK AHEAD� 0 0 _ W NO SCALE C! �1 a}: cntcAl a}: LANED �CLASED� ua C17(CA) co v =T=600 FT WASHINGTON ST adowoar Umm ONLY 25 BU.S_S_ _ P I. 000 `WORK AHEAD,WORK AHEAD TUCSON CIR. L'AS BRISAS MOUNTIAN VIEW 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 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 LA QUINTA OR COUNTY OF RIVERSIDE 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 MINI MUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5.,,AOCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS THE TRENCH SHALL BE BACKFILLED OR COVERED WITH STEELTRAFFIC PLA THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. THE WORK HOURS SHALL BE 9 PM TO 5AM UNLESS OTHERWISE STATED BY THE CITY OF LA QUINTA. 7. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO-REFLECTIVE. IN- RIA all I 0 C_ �W E:ii `CLOSEDD 0U a ROAD WORK, ( AHEAD i I I Axmnd4 v We Speed Unit 55 ftjed t Install Sewer for New Office Building J H. Thompson & Sons Tops N Barricades, Inc.. Ph= Prepared By Based m Standard (800)852-TOPS Ron Fifield CALTRANS T-12 Date Permit Humber 1 of 5 REV 2/7107 To Be Issued on Approval I ti FRED WARING DR. w MILES AVE. 500 FT REDUCED TO FIT %I Z y �� ADS C20LT(CA) RO2�, � 500 W20.1 i; �AD� C17(CJ) CA i� NO SCALE VIA SEVILLA WORK 35; �� 5AHEAD RIA lQuYll 0 �� topv pp�pp� oNlr 600 FT I� Icso CA) O`er Qp �pp� `l►� ` � tj� I� ��w'Fir'e� `'.�� pop ppC � ��y� , a pu` .�CPCE '+ 5 p `cam �Cpp�4i., p� v U p v ovvva' ov BUSS pOvpOp UU a a r=ov -� /� y pCp Wc' vvavC= vv acm= � Cy_ vp Q? oc vvvvv��` vvp pp0 C20L (CA) nj W���•��8vov. 44 y vvvvvavo vv v4vvovooaovvv ooppp g ooe�vvv o 00o C=q RC=voeavvQoovv�p �J ,ao CA) LDSED CHANGEABLE MESSAGE SIGNS(CMS) SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE OF WORK AT #1 NORTHBOUND WASHINGTON BETWEEN VIA SEVILLA & FRED WARING. 0 W20.1 MESSAGE #2 EASTBOUND FRED WARING AT THE ENTRANCE TO SOUTHWEST COMM. CHURCH. SIGN #3 WESTBOUND FRED WARING 1000' EAST OF WASHINGTON. CMS SHALL SAY "MAJOR CONST. DELAYS, ON WASHINGTON NORTH, USE ALT. ROUTE, DATE ,d On TO DATE XX PM TO XX AM." NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 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 a��weasy °� sPee°w,�c 55 TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA OR COUNTY OF RIVERSIDE REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH Nam TRAFFIC CONTROL PLANS. Install Sewer for New Office Building 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALLTIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. Pi M C Matt Tmffl� C `onta0f J. H. Thompson & Sons Tops N Barricades, Inc. 5. ACCESSTO PRIVATE PROPERTYSHALL BE MAINTAINED AT ALL TIMES. SWrftd 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OR COVERED WITH STEEL TRAFFIC (80Ph" P"epen F ease S T-12 PLATES,THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. WORK HOURS SHALL BETWEEN 9 PM T05AM UNLESS OTHERWISE STATED BY THE CITY OF (800)852-TOPS Ron Fifield CALTRANS T-12 pg(e Pormit Number LAQUINTA. 2 of 5 REV 2/7107 To Be Issued on Approval M WASHINGTON ST O Gl�PGQ}�o�G ' FRED WARING DR. PALM ROYLE O K !A..0 AHEAD !tl C30 CA) `p`� GGGtttYYY O C27(CA) LANE iOPFB�CIOSED 07 (CA) VVV (i C Man" 1) 25 IY b01 FT181 srsT ., y �www V=-" ov oaoaaaacoovo1C==C= -ds acas r c ��T,�-' c*v a� �,,,3�, `•v_. c�•"L= �"r;�<Y��-vy �YG a� b?C3G OOaAo6000ca It_ 1/+r-,' � C� oart�oA� opo+ac�e�+oovocao oe�eooc�v� 000000a �oa occQ��� ooeoacoo �o ��oo ac aoaoc�� coo ..c aoodvoaorso ocac�t7a�voc►vvovoc��oo oa�o�� aovc�o�o� o�ac do 500 FT b Q R�1 RM RM (� q�y �• at 0� 0 11 _ - `AHEAD BRISAS TUCSON CIR. LAS p MOUNTIAN VIEW + ROAD WORT( AHEAD [ES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 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 LA QUINTA OR COUNTY OF RIVERSIDE 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 MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. CONTROL SHALL BE IN PLACE DURING WORK -HOURS THIS TRAFFIC -HOURS ONLY. AT END OF THE WORK HOURS THE TRENCH SHALL BE BACKFILLED OR COVERED WITH STEELTRAFFIC PLA TO NORMAL. THE WORK.HOURS SHALL BE 9 PM TO 5AM UNLESS OTHERWISE STATED BY THE CITY OF LA QUINTA. THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED 7 Al ) TRAFFic CONTROL DEVICES SHALL BE RETRO-REFLECTIVE. Install Sewer for New Office Building W W y 1— V a et W W y H 55 Pd=cwft f TMMC Cwftl coAbaft J. H. Thompson & Sons Tops N Barricades, Inc. Prey BY eased on smmm (800)852-TOPS Ron Fifield cALTRANS T 12 Shoot NwTbw Data pwi—icaw 3 of 5 1/24/07 To Be Issued on Approval ", FRED -.ARING DR. MILES AVE. °' VI120.1 C20(CA) (RREDUCED TO FIT z�y ROAD WORA K C 17 (CA) a1a� cart UW NO SCALE AHEAD VIA SEVILLA 35 A° �0 WORK 1� AHEAD Ri-0 cupp $ aONLY GOO FT jj au a U an C30 CA v U ONLY LANE u CLOSED p ©©Ppp� BUS b Q H or�vv a o-o *v�z��sCV) P � a vpv �v povpv LU. vQ pavo aovvv = o�or1 a �vvoG�C�vpOC7OCao pvp©�p a p pppd C--5 ®7 � y pppvc �QppCP ............. �.. -- O ap V ov000vQo ddvcPap Z)o=t=,= ocvC�oodap© 0�� oo��OC C ooGFa�c^�"�ooC7ovovCSoaoG�pP o ��Q 6P o a 0 �o o� a a O n flo ROAD WORN aAHEAC ll (� 500 500 CHANGEABLE MESSAGE SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE OF WORK AT #1 NORTHBOUND WASHINGTON ST BETWEEN VIA SEVILLA & FRED WARING DR. #2 EASTBOUND FRED WARING AT THE ENTRANCE TO SOUTHWEST COMM. CHURCH #3 WESTBOUND FRED WARING 1000' EAST OF WASHINGTON. CMS SIGNS SHALL SAY "MAJOR CONNTT. DELAYS ON WASHINGTON NORTH, USE ALT. ROUTE, DATE TO DATE XX AM TO XX PM." AI 11 --Q, If 0 11 NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA OR COUNTY OF RIVERSIDE 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 MAINTAIN MINIMUM ITTRAFFIC LANE WIDTH ATALLTIMES. THERE SHALL BE A MINIMUM Z BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFlLLED OR COVERED WITH STEEL TRAFFIC PLATES,THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. WORK HOURS SHALL BE STATED BY THE CITY OF LA QUINTA. 1. ALL TRAFFIC CONTROL DEVICES USED OVER NIGHT SHALL BE RETRO-REFLECTIVE. WORK 55 Install Sewer for New Office Building FMM CCn M*f TRMC Cww Z—W tm J. H. Thompson & Sons Tops N Barricades, Inc. (800)852-TOPS Ron Fifield CALTRANS T-12 DOW PiF 4 of 5 1/24/07 To Be Issued on ADoroval I..., ''' FRED WARING DR. w z�y YYY� NO SCALE VIA SEVILLA U W20-6 (Rn ROAD w20-6 cRn a CLOSED' HEA0 D mm PALM ROYLECLOSED b AHEAD 0 - u 500 an � -50o Fr 50o FT_= Q 600 FT gg 350-500 F 0 _ g'`�, �j=� gi�L � v'�b � d u•�C} Odappp< .«�. '��.�p .e w • ^a r-,s c o dd`.'GW'G'Y �i—'7 CCU �i ao�a� a jy :ryrJ�l: `�Jr�-'�Qonoc7oaooC7 0�+.. o �c7voo QdUpO�pp�a vooanobo6ac �r aboodaQoo oaara Leo o�Qc000aca av�Q oannoonoe� 000000 avno �ooGa ��� d pQp _ao+oa00000ao aaooG �ac�aaoaavo a aQ� _.-� __ OPO�'� 3rJC�aPC.70Qdpp anao�boC� i poo- aoaar�a � oor�vdnooaoaco4 �n nnavaaoaovo�o {0 4'� � p WASHINGTON ST. Si ll Ci 4 R�-� jj /a R1-s 11� ri U li 0 ° DESERT 0 q 0 MOUNTAIN BREEZES TUSCAN CIR. bib ` 0 VIEW � 00 00 Ada 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIAMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.TC.D.) "�10180 `"'� �"�'" 50.- - 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF ftW Nam DEEMED NECESSARY BY CITY OF LAQUINTAAND/OR COUNTY OF RIVERSIDE REPRESENTATIVE. Install Sewer for New Office Building 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS)ANDMRINTAIN SAME IN ACCORDANCE WITH TRAFFIC O�� Caftcw CONTROL PLANS. T�+c con�acxaaaa 4. CONTROL OR PLANS. THERESHALLBEAMINIMUM2'BETWEENTHEEDGEOFCUTANDTHE NEAREST TRAFFIC LANE J. H. Thompson &Sons Tops N Barricades, Inc. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 00 852-TOPS Ron Fifield CALTRANS By T 11 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OF COVERED WITH STEEL TRAFFIC PLATES )Sheet Number m - _ THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL.. 5 of 5 1 /24107 To Be Issued on Approval 7. WORK HOURS SHALL BE DETERMINED BYTHE CONTRACTOR & THE CITY OF LA QUINTA. ALL TRAFFIC CONTROL DEVICES USED OVERNIGHT SHALL BE RETRO-REFLECTIVE. 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 14, 2007 LOCATION OF CONSTRUCTION (Street address or Description): La Quinta Business Centre SOP 2004-814 Washington N of Fred Waring PURPOSE OF CONSTRUCTION: Sewer main installation DESCRIPTION OF CONSTRUCTION: Sewer main installation DIMENSION OFINSTALLATION OR REMOVAL: Approximately 650 LF APPROXIMATE TIME WHEN WORK WILL BEGIN:Will call TIME OF COMPLETION:One month from start . ESTIMATED CONSTRUCTION COST: $222,485.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7075. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules andLMgulations of the City of La Qulnta and to pay for any additional replacement necessary as the result of this work. Signature of Applican or Agent La Quints Business Centre. LLC - Marty Martinovich 78-015 Main St. Ste. 104 La Quinta, CA 92253 250-8485 774-6475 Name of Applicant (please print) Business Address Telephone No. J.H. Thompson 79-607 Country Club Drive #2 Bermuda Dunes, CA 92203 (760) 345-6003 Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. Mt. Hawley Insurance Corr Applicant's Insurance Com FEES: Subdivision Imoro, Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $6 675.00 $100.00 60 $ $6,775.00 iCv_"! bE City Business License No. 5514111 Number c improvements: 30A of estimated construction costs e improvements: 3% of estimated construction costs See attached schedule PERMIT NQ.7035 DATE APPROVED: EXPIRAT� r� BY; Administrative Authority i J(1SSZl 799? Opjo �saFou (tEs / ow uey�ra6ubjpueraduo4s sp/ay �oN 5 La Quinta Business Centre, LLC July 7, 2007 City of La Quinta Public Works Department Hand Delivered RE: OFFSITE SEWER IMPROVEMENTS — LA QUINTA BUSINESS CENTRE SDP 2004 — 814 To Whom It May Concern: As you are aware, we are ready to begin constructing the offsite sewer improvements for the above referenced development, and propose to commence work on July ' 23, 2007. This correspondence is intended to outline our proposed working conditions/traffic control plan during construction. Several challenges exist with the work, including but not limited'to: • the closing of 2 lanes during most of the work • the crossing of Washington Street • trench depths of 13 feet • difficulties in receiving concrete,during night work • impossibility of receiving asphalt during night work In preliminary discussions earlier this year, it was clear that the city prefers the work to be completed at night when more than one lane is closed. Together with peak traffic hours of 7:30- 8:00 am and 3-4 pm due to the school site, we propose to complete the-27 day project as detailed on the attached schedule. We understand the city's concern with traffic congestion. Furthermore, we believe we can complete most of the construction work working exclusively at night under the right conditions, including the use of steel plates to temporarily cover the trenches during construction. However, several days of "day" work are required due to testing the sewer line and paving of the lanes, as it is impossible to obtain asphalt during the "night" hours. A detailed schedule, as well as a traffic control plan is attached. We look forward to discussing this in more detail, as we are anxious to proceed with the work. , Sincerely, LA QUINTA BUSINESS CENTRE, LLC Scott Stokes Manager 78-015 Main Street, Suite 104 / PMB 83 — La Quinta, CA 92253 Office (760) 250-8485 / Fax (760) 418-8140 . Email: Scott-Stokes@dc.rr.com . La• Quinta Business Centre 46 Day 1 Tap existing manhole. Start trenching to the south. Cwnr with steel plates. .—? "1 %Z•3 - - (8 pm - 5 am J lanes 1 & 2. closed) ' 47 Days 2 -8 ' 7`Z.1 I,ay fill' nt pipe per day going south. Stool plates & toll mix. (8 pm - 5 am / lanes 1 & 2 dosed) .. - 48 Day 9 Construct 1st manhole. 49 (8 pm -, 5 am J lanes 1 & 2 closed) Days 10 Lay 8(Y off pq�e per day going south. Steel plates &cold mix. �-----------=� pipe 18 pm - 5 am J lanes 1 & 2 closed) 50 Day 17 Construcl2nd manhole. ' , - (8 prtt - 5 am / lanes 1 & 2 dosed) 51 Days 1849 Lay pipe across Washirx tnn St. Cover with steel plates. p/ '7 (8 pm - 5 am / lanes 1 & 2 closed J lanes 2 8 3 closed) 52 Day 29 Baclfill east/wast trench. Temp patd-.. 8! (8 pm - 5 am J lanes 1 8 2 closed J lanes 2& 3 closed) 53 Day 21 • Constn,cl lateral to property. " $�a (8 pm - 5 am / lanes 2 & 3 dosed 54 Day 22 Air lest system. (9 am - 3 pm J close tone 3 &'2' or lane 2) 55 Day 23 - Video test system. (9am-3pm/close lane 3&2'oflane 2.) 56 Day 24 7 Lanes 18 2 gdnded. (8 pm - 5 am / lanes 1 & 2 closed) 57 Days 25-26 Lay base & 1st layer of asphalt. (9 am - 3 pm / lanes 1 & 2 dosed) Q 58 Day 27 2nd layer of asphalt. (9 am - 3 pm J lanes 1 & 2 closed) 7 O RESIDENTS OF TUCSON CIR. SHALL BE NOTIFIED IN ADVANCE z PALM ROYLE OF THE CLOSURE OF THE NO LEFT TURN SITUATION AND ASK TO CONTINUE TO PALM ROYLE AND MAKE A U TURN. NO SCALE TURN LANE SHOULD BE LEFT OPEN WHENEVER POSSIBLE. RYt C27 (CA) R3-2 C27 (CA) C90 CA) .. N T� c� WASHINGTON ST 0. v- .I 600 FT 000 _ - _ . - - _ _ _ _ _ - • Q I , 500 FT. 'j;,Q I"\ I a MOON IT AN VIEW TUCSON CIR. u LAS BRISAS WARING DR. p C 17 (CA) o RORr rvao wuT 25 U 0 .sts.. P 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 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 LA QUINTA OR COUNTY OF RIVERSIDE REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM ZBETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE -PROPERTY SHALL BEMAINTAINEDATALL TIMES. .117i'e 6. THIS TRAFFIC CONTROL SHALCBE'IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS THE TRENCH SHALL BE BACKFILLED OR COVERED WITH STEEL TRAFFIC PLA THE ROAD SHALL BE CLEAR"OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. THE WORK HOURS SHALL,k 9 PM TO 5AM UNLESS OTHERWISE STATED BY THE CITY OF LA QUINTA. 7. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO- REFLECTIVE. T �f I�rIIIIIIII=I aj !V I-- W W co N p U W (' Cs0 CA) _ h Fes° o 0 p ►� 0 Q a ROAD WORK, AHEAD, t I 55 Install Sewer for New Office Building FM= Contractor Trulo Ca d Contractor J. H. Thompson & Sons Tops N Barricades, Inc. 00)852-TOPS Ron Fifield CALTRANS T 2 1 of 51 5/19/07 To Be Issued on Approval FRED WARING DR. MILES AVE. w REDUCED TO FT 500 FT � a z y W2D•1 C20LT (CA) ' R .2� 500 F �'1 Ono AHE D1 C17 (CA) l I� pp ROADO, NO SCALE VIA SEVILLA S � �` Q pp WORKa �jjL, .AHEAD \�// a Ri-1/ wu 35 50 _ 1 p G ppd a 600 FT f iue �l C CA) CP Opp `. CPA �U1NE�ppd Oppj i_1 r•�` p peed' a " 9�Q vp , - - ter✓ p�v �a 0�2 ov oovvvv a : a CC C� vvov �d � oo vao F- v va LUUJ— aQ- c �_ �ovvv_a v vav - 4 p c�� == ¢ —--.� 1 -- I p cw C20L (CA) ROAD W _ a ��E�b7 Poov���� vv Apo 1, 1 woRK� c, yr$ —_ _ opOpp pp \M . H - � _ o0 ow _ op z v ' � vvooQvvCmvvQpp�p pv � vvvvv � vvv v �'� vvvvvvoonvvp�pod vvvvvv�v vv4 v,�� a — C� i C30 CA) h� CHANGEABLE MESSAGE SIGNS(CMS) SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE OF WORK AT #1 NORTHBOUND WASHINGTON BETWEEN VIA SEVILLA & FRED WARING. W20-1 #2 EASTBOUND FRED WARING AT THE ENTRANCE TO SOUTHWEST COMM. CHURCH. g #3 WESTBOUND FRED WARING 1000' EAST OF WASHINGTON. a i;; On lI, TO DATE XX PM TO XX AMCMS SHALL SAY "MAJOR DELAYS, ON WASHINGTON NORTH, USE ALT. ROUTE, DATE NOTES: 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (M.U.T.C.D.). 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA OR COUNTY OF RIVERSIDE 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 MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALLTIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OR COVERED WITH STEELTRAFFIC PLATES,THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. WORK HOURS SHALL BETWEEN 9 PM T05AM UNLESS OTHERWISE STATED BY THE CITY OF LA QUINTA. W Install Sewer for New Office Building J. H. Thompson & Sons Tops N Barricades, Inc. Pea» Pmpamd E y Bess on R-ff (800)852-TOPS Ron Fifield CALTRANS T-12 2 of 5 5/19/07 To Be Issued on Approval) m PALM ROYLE n NO SCALE WASHINGTON ST =C== V *wK.\' MOUNTIAN VIEW TU D WARING DR. C17 (CA) 1251 IXISfINO EIOSTNO Ll 0 CIR. LAS BRISAS 0 0 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA OR COUNTY OF RIVERSIDE REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH ATALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN 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 THE WORK HOURS THE TRENCH SHALL BE BACKFILLED OR COVERED WITH STEELTRAFFIC PLA THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. THE WORK HOURS SHALL BE 9 PM TO 5AM UNLESS OTHERWISE STATED BY THE CITY OF LAQUINTA. 1. ALLTRAFFIC CONTROL DEVICES SHALL BE RETRO-REFLECTIVE. 0 0 Install Sewer for New Office Building W W y 0 55 Pnm Contactor Thft caft m&&cw J. H. Thompson 8, Sons Tops N Barricades, Inc. ( 00)852-TOPS Ron Fifield CALTRANS T 12 DO Permit NWTW 3 of 5 5/19/07 To Be Issued on Approval N FRED V1IAR_ _ DR. MILES AVE. E $' ,"' c2o (cA) (RREDUCED TO FIT 560 F WORK C17 (CA) GHT LANE t^°AoR NO SCALE VIA SEVILLA 35T �AHEAD (lZb p vap RIA Mon) 5 ✓ 1 W OppG �Cp` P gp 0 1 ' �v BBB FT 9� // C9°CA) _ g '� �r1CP RM CRT) pi�p�WCP j4 �4 ONLY �pe�3 0 t �CLOSED�, pv_ G� �� BUS S l �1�� o CO)_ � $ ` pQa I p pvpp p� cone ��o=0 4LU � opv� W opoo o -- 0oo�8C=vooQooaC2apppp C� p (�Q C20 (CA) (R 0 � v� y �_ - p0 pp _ � ppPCP C� oaoo�vva o00 �o o=000vovaoC*�p ppp0 . C»GC'� �Ca �ptp 7OC7�O�Q�OOOCC�PG��O CHANGEABLE MESSAGE SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE OF WORK AT ' #1 NORTHBOUND WASHINGTON ST BETWEEN VIA SEVILLA & FRED WARING DR. B a�MESSAGE #2 EASTBOUND FRED WARING AT THE ENTRANCE TO SOUTHWEST COMM. CHURCH #3 WESTBOUND FRED WARING 1000EEAST OF WASHINGTON. EAD CMS SIGNS SHALL SAY "MAJOR CONST. DELAYS ON WASHINGTON NORTH, USE ALT. ROUTE, DATE Q tI n II � TO DATE XX AM TO XX PM." 6 -t LJLJ/ NOTES: 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA OR COUNTY OF RIVERSIDE 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 MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALLTIMES. THERE SHALL BE A MINIMUM T BETWEEN 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 THE WORK HOURS, THE -TRENCH SHALL BE BACKFILLED OR COVERED WITH STEEL TRAFFIC PLATES,THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. WORK HOURS SHALL BE STATED BY THE CITY OF LA QUINTA. 7. ALL TRAFFIC CONTROL DEVICES USED OVER NIGHT SHALL BE RETRO-REFLECTIVE. 55 Install Sewer for New Office Building J. H. Thompson & Sons Tops N Barricades, Inc. (800)852-TOPS Ron Fifield CALTRANST-1211 SW NumW DM Permit NuMW 4 of 5 5/19/07 To Be Issued on Approval FRED WARING DR. z�N a NO SCALE TURN LANE TO TUSCAN CIR SHOULD BE LEFT OPEN WHENEVER POSSIBLE WYO.Sam(LT) r. LET.LAKCLOSED 4 PALM ROYLE aa�t a>.s cn CA) ass cn (ca) r *pm <TgENCNi 7 8 500 FT Q 600 FT 350-500 bb 0 �r rpd d a cc e s' a a' a 1 �� m, z C=C* OCR 4 L - �goc C i L 61 4 � 4 RI-1 -, RI-1 D { ID ILg eF MOUNTAIN KOALI� VIEW TUSCAN CIR. DESERT \A WORK HEAD 0 �� 0 0 BREEZES 0 0 0 0 00 0 �00 D 1 0 0 (LT) 500 FT WASHINGTON ST. 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.TC.D.) 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 LAQUINTAAND/OR COUNTY OF RIVERSIDE 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 (TYP. 12')'TRAFFIC LANE WIDTH ATALL TIMES. THERE SHALLBE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LAN 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THISTRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OF COVERED WITH STEEL TRAFFIC PLATES THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL.. 1. WORK HOURS SHALL BE DETERMINED BYTHE CONTRACTOR & THE CITY OF LA QUINTA ALL TRAFFIC CONTROL DEVICES USED OVERNIGHT SHALL BE RETRO•REFLECTIVE. VIA SEVILLA b9 500 50 Install Sewer for New Office Building Pd= contraft Traft Control Contractor J. H. Thompson & Sons Tops N Barricades, Inc. Feare ftww k eases an SWUM (800)852-TOPS Ron Fifield CALTRANS T-11 5 of 5 5/19/07 To Be Issued on Approval) PCC POINT CONCAVE CURVE I N THE C IiY O F I A QUINTA, STATE O F CAILL FO R M IA PRC POINT REVERSE CURVE } r _ LI M,"-,,PROVr" P L A-1p"r NlS EGEND WM WATER MAIN PAVEMENT SS SANITARY SEWER ..EXIST. EDGE OF P TC TOP OF CUR B 0 V� VM u 1 o EXIST. CONTOUR FL FLOW LINE S EXISTING SEWER MAIN LP LOW POINT FOR HP HIGH POINT : EXISTING WATER MAIN TG TOP OF GRATE TP TOP of PAVEMENT QUINTA BUSINESS CENTER .WS PROPOSED SEWER MAIN EP EDGE OF PAVEMENT FC CURB FACE LA TOP OF WALL PP POWER POLE 609-070- 0289 W PROPOSED WATER MAIN EG) DIX(IS�T. GR�ADAE�N FC FACE OF CURFBAPN 029 -� PROPOSED SEWER LATERAL BC BEGINNING 0 CURVE 0--- PROPOSED WATER METER SERVICEFS FINISHED SURFACE EC END OF CURVE CMU CONCRETE MASONRY UNIT GB GRADE BREAK COACHELLA VALLEY WATER DISTRICT =, PROPOSED STORM DRAIN UNE FF FINISHED FLOOR Cale CURB AND GUTTER A PORTION OF THE SOUTH WEST 1 /4 OF SECTION 18 GENERAL NOTES FOR SANITARY SEWER SYSTEMS TMH TOP OF MANHOLE SF SQUARE FEET p ® PROPOSED AREA DRAIN BCR BEGNIM OF A CURB RENRN TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN B ER NAD I N O MERIDIAN 1. ALL SEWER MAIN CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR •s�ti�:;{: PROPOSED CONCRETE PAVEMENT ECR END OF A CURB RETURN C.A.B CRUSHED AGGREGATE BASE CONSTRUCTION OF SANITARY SEWER SYSTEMS (STANDARD SPECIFICATIONS) OF THE COACHELLA PUE PUBLIC UTILITY EASEMENT VALLEY WATER DISTRICT (CVWD). PROPOSED AC PAVEMENT PA PLANTER AREA SD STORM DRAIN 0 1 . 2. THE CONTRACTOR SHALL POSSESS A VALID CLASS A OR C-34 STATE OF CALIFORNIA CONTRACTORS REMOVE/REPLACE EXISTING PAVEMENT PIG POINT IN GUTTER ; - € .I ` II -' , � ri LICENSE. 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 1 VCSON CIRCLE PRECONSTRUCTION CONFERENCE VICINITY MAP , 1 4, CONTRACTOR SHALL SUBMIT TO CVWD A UST OF MATERIALS TO BE USED PRIOR TO THE NOT TO SCALE i i n PRECONSTRUCTION CONFERENCE. ONLY MATERIALS ON THE APPROVED LIST MAY BE USED. LIST UTILITY PURVEYORS " I III 1 SHALL INCLUDE QUANTITY, MANUFACTURER, MODEL, SIZE AND OTHER PERTINENT DATA. OWNER/DEVELOPER COACHELLA VALLEY WATER DISTRICT �'! I+ ! " I � u 5. ALL WORK SHALL BE INSPECTED BY CVWD. D THE CHARGES FOR INSPECTION SHALL BE IN ACCORDANCE FAMILY TRUST 7so)398 -2651 INDEX SHEETENTIN , r I; c ri II WITH CVWD'S REGULATIONS. JACK ENTIN SOUTHERN CALIFORNIA EDISON 1 u 6. CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DAILY WITH THE INSPECTION 9332 STOCKTON RD 909 987-3304 SHEET NO. DESCRIPTION I II DEPARTMENT BETWEEN 3:30 P.M. AND 4:30 P.M. FOR THE FOLLOWING WORKING DAY. IF CVWD IS MOOREPARK, CA 93021 '� 1 ° UNABLE TO PROVIDE AN INSPECTOR OR INSPECTORS, CONTRACTOR SHALL RESCHEDULE THE WORK TEL (805)523-9335 TIME WARNER CABLE 1 COVER SHEETit + FOR ANOTHER TIME. 760 674-5472 2 OFFSITE SEWER PROFILE ri r` ' ' ii • IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO CVWD GENERAL TELEPHONE COMPANY ri { n .CONTRACTOR SHALL BE CHARGED ONE HOUR OF INSPECTION TIME FOR EACH DAY OF OCCURRENCE. F _ A 760 327-8614 C ) I' ; I' I ; PROPOSED 8» V.C.P SEWER MAIN - 7. WORK PERFORMED WITHOUT INSPECTION SHALL BE REJECTED. ZONE C THE GAS COMPANY n • , I II COMMUNITY -PANEL NUMBERS (760) 323-1851 „ I, 8. COPIES OF COMPACTION TEST RESULTS SHALL BE FURNISHED TO THE INSPECTOR PRIOR TO AIR 060245-2260 D. u TESTING. MINIMUM FREQUENCY OF COMPACTION TESTING SHALL BE AS FOLLOWS: A SET OF PIPEZONE u ! : it AND MID -TRENCH TESTS SHALL BE CONDUCTED OVER THE SEWER MAIN BETWEEN MANHOLE SECTIONS , AND A SET OF PI PE ZONE AND MID -TRENCH TESTS SHALL BE CONDUCTED AT EVERY THIRD SERVICE in RvRTh' o LATERAL AND MANHOLE LOCATION. u W; u IX . 12 PVC SEWER FORCE MAIN t I +EX ST. 18' PVCSEWER 'FORCE MAIN 9. GRADE AND ALIGNMENT SHALL BE ESTABLISHED IN A MANNER APPROVED BY CVWD. CUT SHEETS a " SHALL BE PROVIDED TO THE INSPECTOR PRIOR TO EXCAVATION AND INCLUDE TH E TOP OF CURB ESTIMATE OF QUANTITI ELEVATION AT THE LATERAL LOCATIONS. SEWER MAIN SHALL BE INSTALLED TO WITHIN 0.02 FOOT TOLERANCE OF LINE AND D GRADE AND NO SAGS GREATER THAN /z INCH ARE ACCEPTABLE. CONSTRUCT SSMH PER C.V.W.D. STD NO. S-5 3 EA. 0 100 200 300 z S n n '; 10. THE SEPARATION BETWEEN WATER AND SEWER FACILITIES SHALL BE AS SPECIFIED 1 N CVWD » INSTALL 8 VCP SEINER MAIN 65 7 LF. _ : STANDARD DRAWING NO. W-1/S-3. a LATERAL INSTALL 6 VCP SEWER TE 25 1 EA. w >t - SCALE 1 -100 u u , I' 1 11 ! j1 I II _ _ APN 609 050 001 11. NO SEWER LATERALS SHALL BE INSTALLED IN DRIVEWAYS. u a 12. NO SEWER MAINS SHALL BE INSTALLED UNDER CURBS OR SIDEWALKS. M ' I if - - ----- 13. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY CVWD IF CONSTRUCTI ON HAS NOT I STARTED WITHIN 12 MONTHS FROM DATE OF APPROVAL AS SHOWN IN CVWD DRAWING APPROVAL uo U •{ a ,- - o , BLOCKS.. q I , 14. CONTRACTOR SHALL CALL UNDERGROUND' SERVICE ALERT (USA) AT 1-800-422-4133 AT LEAST TWO n q i WORKING DAYS PRIOR TO START OF CONSTRUCTION AND PROVIDE THE CVWD INSPECTOR THE USA 1 _ NUMBEF: PRIOR T - 15. NEW CONSTRUCTION TO BE . LUGGED UNTIL SEWER SYSTEM IS APPROVED FOR SERVICE PLUG TO BE P�ANHOLE AND CLEANOUT SCHEDULE u ;;; „ TWO STORY REMOVED IN PRESENCE OF DISTRICT, INSPECTORS. 16 THE LOCATIONOF THE HOME LATERALS SHOULD BE MARK MH NO. STA110N RIM ELEV INVERT DIR INOVUETRT DIR 1 10+00.00 142.63 130.59 E 130.39 N 2 10+22.35 142.18 130.94 S 130.74 W 3 13+70.03 143.44 133.40 S 133.30 N 4 17+00.00 144.63 134.59 S 134.49 N ED AS FOLLOWS: '� - OFFICE STREETS WITH CURB: AN IS* SHALL BE CHISELED OR PERMANENTLY MARKED ON THE CURB A T LOCATION OF THE HOUSE T TI a ii ii :HE LATERALS; AND AN APPROPRIATE MID -RANGE OR FULL RAN GE MAGNETIC -csu BUILDINGI MARKER MANUFACTURED BY 3M ELECTRICAL PRODUCTS DIVISION, SCOTCHMARKER LOCATOR (EMS) ;° �� _ ' p OR EQUAL SHALL BE PLACED ON FOOT BELOW THE FINISHED GROUND SURFACE DIRECTLY ABOVE THE TERMINUS OF THE LATERAL. IN AREAS H a " 1 ; EA WERE THE FINISHED GROUND SURFACE IS A UNKNOWN, THE it z MARKER SHALL BE INSTALLED TWO FEET BELOW THE ASSUMED FINISHED GROUND SURFACE. a n ,� u � Q Sanitary Sewer General Notes-Final-7/15/05 APN 609 070 047 W II .K. i I III .1 n I q INDEX MAP EXISTING E'LY EN NEER NOTE TO CONTRACTOR PROPOSED R/W EXISTING W LY PRIVATEq 1. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT R/W 12 AME 60. R/W BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USE OF THESE PROPOSED VARI PLANS, ALL CHANGES TO THE PLAN MUST BE IN WRITING AND MUST BE APPROVED BY PLA LANDSCAPE 1T AND THE PREPARER OF THESE PLANS. LOT VARIES HOLD HARMLESS INDEMN I`1CAT10N CLAUSE: VARIES DECELERATION TO CURB FACE TO CURB FACE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 7LANE THE 10.0' 8.0' 7.0' 18.0' EXISTING MEDIAN FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT, THIS REQUIREMENT SHALL _ --- APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE CITY, THE OWNER. AND THE PRIVATE ENGINEER HARMLESS FOR ANY AND ALL LIABILITY; REAL OR ALLEGED, IN 2x (2.1%-2. ) tsx MIN - CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY -� "CL Z-- _ARISING -FROM -SOLE NEGLIGENCE_OF.JHE-OWNER -OR ENGINEER. 8' WIDE ._.----T , -� ---------------- --- 10• - _ EXISTING UNDERGROUNDSTRUCTURES: PROPosEc1 MEAIc ExISTINc A.C. Pvwl'r ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC REMOVE AND REPLAN SIDEW,UILiC RECORDS ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER EXISTING PAVEMENT PER �.� EXIST. GTE 0 BY ACCEPTING N THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES CITY STANDARD C4 0 TO ASSUME LIABILITY AND TO HOLD 1}iE ENGINEER HARMLESS FOR ANY DAMAGES _� o � .. EXIST. 4' ABANDONED RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT EXIST. 18 SEWER RECORDS OR THOSE CONSTRUCTED AT VARIANCE FORCE MAIN N REPORTED OR INDICATED ON PUBLIC C.V.W.D. ORAWINO AAPROn/AI. WITH REPORTED OR RECORD LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE EXIST. 18» WATER PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY (,� EXIST. 12» SEWER MAIN _ nn;E FORCE MAIN ch«wt 16 AUG 06 OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSH31UTY TO O-- PROP. Ir SEWER N011FY THE OWNERS OF ALL UTILITIES STRUCTURES CONCERNED BEFORE STARTING WORK. MAIN NOTICE TO CONTRACTOR: 35437 t CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. SEC71ON A -A ' IMd�anK al►� wit TYPICAL SECTION AT DECELERATION LANE WASHINGTON STREET -MAJOR ARTERIAL NOT TO SUE i 4. v S APPROVED B -. CITY OF LA QUINTA SEAL BASIS OF BEARINGto BY.- BASIS OF BEARINGS IS THE CENTERLINE OF FOU0700"RWASHINGTON STREET, AS SHOWN ON PARCEL CITY OF LA QUANTA 7L E-91 TAKEN �F MAP N0. 27131. PER PM 184/8�" ,r�J} .6„,,, DRAWN BY: DATE: 3 AS N 00'11 0TE ENGINEERING es 4 �� - - BENCHMARK Z No. 47284 -oM OFF SITE SEWER IMPROVEMENT PLAN FILE No. d J - s "M CITY OF PALM DESERT BENCH MARK NO. 130, A * Exp. - 1-0 * 2 DESIGNED BY: FOR � YOU DIG 1.5 C.P.D. BRASS DISK ON THE NORTH SIDE OF �5 S. CMC DRIVEy SUITE 1-5 0 YOU DIG r T T p 0 FRED WARING DR. WEST OF WASHINGTON ST., IN TIMdTMf R..IONAS9oN, P.E. DATE `j CIVN. ��' (� D� PALM SPRINGS, CA. 92262 OM L A Q U N 1 A BUS (N ES s C E N I E f� SHEET SHt=ETs u i-eoo -aboo THE SOUTHEAST CORNER OF CATCH BASIN 75 N,P� DATE. PUBLIC WORKS DIRECTOR/CRY ENGINEER �CFCAIIf� PhNWP K. FOM0i0R PE., PLS. (760) 323-1842 FAX (760) 323-1742 CHECKED BY: tau. FEET WESTERLY OF THE WESTERLY ECR STAMPED DATE: BY: MARK. - � > sY » DescRaF�aN R.C.E. No. 45e34 EXPIRES 12-31-oa RC.Ir No. 472e4 - E5(P. QATI::.12/a17o7 PKF SW 1 /4 OF SEC 18, TSS, R7E, SBM 1 2 uio�c11110" xr 130 . ELEV.a 139.037 (NGVD 29) E]1GINEER 3 :, 35437 i �`_ i _.- - .... . ­1 --- ---- - ­.. �. . y . I ..,._ _.. _. .. __.,. _ _ ; I I I 1 i i ! r �- _,. T_ i !. _ .r.. I rT . ---7--_..----'--_---- 'I I I I I- ',1 i ! -I 1 .. } _ I- ! i ! I f I t t _ I ! ! - - -'_ i _ i - - i - -, !- - I i } 7 ! I i 1 I i .L i _ I _ J . -r•- - i.._.-1._ _ -F--- . ! t 1 ! , r } I T' , �- ' --�-. 1 } I ! } 1. I 9 ._ 1. 1 ( I �- } T' ;- i - , 3 } } 1 I 1 , ! I _ � f i ! !-4- . 4_ ! } I , I 1 i 1 . I i i I I ! i i 1 i ..r __.} L. ... _ i �- _ _ 1 i _ i I 1 j L _ t' i - , i ! I _ _ i i _--J ._ I ..r - _. _.J__ I f ? ! i r- I {- - - ,- 1 , 1 { I ! t 1 ! I I :_ ! _ I i I _ f. - _ .a _ I s } , ? 1 1 -I i ! !_ _ } ;_. i . 1 } - _. _. .. I -- } i 150 i + i I , T. ! ? l_ _t___ i 1 _ - . �. , I - ._--may i I �1 Y ! I i _ -71 ! 1___ , t -i --_ i-__L _ _ 1 t 1 i i- i" - +- -- 1} i I ! t I 1 ! 1 O ! i ! } c' i r � I _ ... 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I . - I I, BASIS OF BEARINGS ' �, , j BASIS OF BEARINGS IS THE CENTERLINE OF APPROVED BY: CITY OF LA QUINTA SEA( I�®I '5 WASHINGTON STREET, AS SHOWN ON PARCEL PI"3%%II BY. Mn Q�y V _ � W MAP N0. 27131, PER PM 184/87-91 TAKEN 43 DAS N 00'11 0TE Q� ? K p k CITY 0 LA_ � � MOUINTA �' � :1 iwo vancn+� BENCHMARK w Z ENGINEERING oRAVM BY: i1.11 n BEFORE DAYS BEFaK CITY OF PALM DESERT BENCH MARK N0. 130, A W 70 �'+ DATE:I I a No.47284 Ort1 OFF -SITE SEWER IMPROVEMENT PLAN o rau a1~v( . You ma 1.5" C.P.D. BRASS DISK ON THE NORTH SIDE OF Exp. 1 - t * * DE51C>tVED BY: FOR FILE No. o F,'ED WARING DR. WEST OF WASHINGTON ST., IN 225 Sy CIVIC DR SUITE s ML FiREE 1-9*-W-aeon THE SOUTHEAST CORNER OF CATCH BASIN 75 o TSOMY R. "#iSSON, P.E. DATE CIVN. �� . 1-5 /-� A � SERME Yr FEET WESTERLY OF THE WESTERLY ECR STAMPED DALE: Br: tIAARlC: APPR. DAIS: PUBLIC WORKS dRECTOR Ci1Y TF DATE �rV b PALM SPRINGS, CA. 92262 LA vl U NTA BUSINESS CENTER umE!¢v�ourvn sERvn•E Al.atr 130 . ELEV.- 139.037 NGVD 29 D�PTION � pFCAL1FtR- PFgWP K. FOYOTiOR PE, PLS. (760 323-1842 fAX � SHEET SHEETS 3 ( ) 04GOM F-C.C. ia. 45534 Di s 12-31-•oe ) (760 323-1742 CWCi M BY: . R.c.E No. One+ DIP. DATE 12/31,/0� (� SW 1 �4 OF SEC 18, TSS, R7E, ' SBM 2 2 . . ' I PCC PANT CONCAVE CURVE IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA PRC POINT REVERSE CURVE N LEGS ND4m R WM WATER MAIN E -�� - EXIST. EDGE OF PAVEMENT Ss SANITARY SEWER °`=Smo"'mSEWr M­,PROV"mmM� P OL A ;0 t1F 4o TC TOP OF CURB 0 r = ' 10 EXIST. CONTOUR FL FLOW LINE FOR LP LOW POINT COACHELLA VALLEY WATER DISTRICT SS EXISTING SEWER MAIN HP HIGH POINT ,C TOP � PAVEMENT LA QUINTA BUSINESS CENTER W EXISTING WATER MAIN Tc TOP of CRATE GENERAL NOTES FOR SANITARY SEWER SYSTEM S PROPOSED SEWER MAIN EP EDGEOF PAVEMENT L PP POWER CURB TOP W 1. ALL SEWER MAIN CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR W PROPOSED WATER MAIN rG )EXIEXISTING FC FACE OF CURB CONSTRUCTION OF SANITARY SEWER SYSTEMS (STANDARD SPECIFICATIONS) OF THE COACHELLA ST. GRADE BEGINNING of CURVE A PORTION OF THE SOUTH WEST 1 4 OF SECTION 18PROPOSED SEWER LATERAL WITH CLEANOUTBC / VALLEY WATER DISTRICT (CVWD). FS FINISHED SURFACE EC END OF CURVE o -- PROPOSED WATER METER SERVICE CMU CONCRETE MASONRY UNIT GB GRADE BREAK TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN B E R NAR D I N O MERIDIAN 2. THE CONTRACTOR SHALL POSSESS A VALID CLASS A OR C-34 STATE OF CALIFORNIA CONTRACTORS SO PROPOSED STORM DRAIN LINE FF FINISHED FLOOR C&G CURB AND GUTTER TMH TOP OF MANHOLE LICENSE. SF SQUARE FEET -TEL EXISTING TELEPHONE BCR BEGINNING OF A CURB RENRN CAB CRUSHED AGGREGATE BASE 3. CONTRACTOR SHALL CONTACT CVWD'S CHIEF INSPECTOR UPON RECEIPT OPAPPROVED DRAWINGS TO ECR END OF A CURB RETURN E EXISTING ELECTRIC ARRANGE THE PRECONSTRUCTION CONFERENCE. NO CONSTRUCTION SHALL BEGIN PRIOR TO THE PUE PUBLIC UTILITY EASEMENT PRECONSTRUCTION CONFERENCE. -CAS EXISTING GAS LINE PA PLANTER AREA �` SD STORM DRAIN „ • , , , 4. CONTRACTOR SHALL SUBMIT TO CVWD A LIST OF`MATERIALS TO BE USED PRIOR TO THE - 1V EXISTING TELEVISION LINE PIG POINT IN GUTTER j I i i PRECONSTRUCTION CONFERENCE. ONLY MATERIALS ON THE APPROVED LIST MAY BE USED. LIST I SECTION LINES SHALL INCLUDE QUANTITY, MANUFACTURER, MODEL, SIZE AND OTHER PERTINENT DATA. - - - I EXIST. 12' V.C.P SEWER MAIN PER CVWD DWG. 23005 REMOVE�RD ACE "EXISTING PAVEMENT TU CSON RC li i 5. ALL WORK SHALL BE INSPECTED BY CVWD. THE CHARGES FOR INSPECTION SHALL BE IN ACCORDANCE fil WITH CVWD'S REGULATIONS. ,!! VICINITY MAP I: 1) . ! I I EXIST. 8' V.C.P SEWER FAIN PER CVWD DWG. 23005 6. CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DAILY WITH THE INSPECTION NOT TO SCALE 609-070-028 029 •� I i DEPARTMENT BETWEEN 3:30 P.M. AND 4:30 P.M. FOR THE FOLLOWING WORKING DAY. IF CVWD IS APN � , •� ' - I UNABLE TO PROVIDE AN INSPECTOR OR INSPECTORS CONTRACTOR SHALL RESCHEDULE THE WORK UTILITY PURVEYORS ,, I�III M I I CITY OF FOR ANOTHER TIME. EVELO P ER COACHELLA VALLEY WATER DISTRICT I ! f : • ; OWN ER�D i ! I: IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO CVW'D, INDEX SHEET ,� LA QUINTA ENTIN FAMILY TRUST (760) 398-2651 � I CONTRACTOR SHALL BE CHARGED ONE HOUR OF: INSPECTION TIME FOR EACH DAY OF OCCURRENCE. JACK ENTINSOUTHERN CAUFORNIA EDISON I; 9332 STOCKTON RD 909 987-3304 SHEET NO. DESCRIPTION LL W �� 7.. WORK PERFORMED WITHOUT INSPECTION SHALL BE REJECTED. MOOREPARK, CA 93021 -9335 TEL 805 523 TIME WARNER CABLE 1 COVER SHEET O a 8. COPIES OF COMPACTION TEST RESULTS SHALL BE FURNISHED TO THE INSPECTOR PRIOR TO AIR II i i l I ( ) W . , TESTING. MINIMUM FREQUENCY OF COMPACTION TESTING SHALL BE AS FOLLOWS.: A SET OF PIPE ZONE" (76O) 674- 5472 '. �� AND MID -TRENCH TESTS SHALL BE CONDUCTED OVER THE SEWER MAIN BETWEEN MANHOLE SECTIONS 2 OFFSITE SEWER PROFILE 0 i � I 11 :, GENERAL TELEPHONE COMPANY () I. AND A SET OF PIPE ZONE AND MID -TRENCH TEST'S SHALL BE CONDUCTED AT EVERY THIRD SERVICE F MA 760 327-8614 ( - I l II LATERAL AND MANHOLE LOCATION. � „ PROPOSED 8' V.C.P SEWER MAIN E C THE GAS COMPANY J ';; 9. GRADE AND ALIGNMENT SHALL BE ESTABLISHED IN A MANNER APPROVED BY CVWD. CUT SHEETS ZONE � COMMUNITY -PANEL NUMBERS -t:, 117 SHALL BE PROVIDED TO THE INSPECTOR PRIOR TO EXCAVATION AND IN THE TOP OF CURB COMMUN (760) 323 1851 II t T CATIONS.` EWER MAIN SHALL BE INSTALLED TO WITHIN . FOOT 060245 2260 D. l Y I II ELEVATION AT WE LATERAL LOCATIONS. S WITH N 0 02 O TOLERANCE OF LINE AND GRADE AND NO SAGS GREATER THAN Y2 INCH ARE ACCEPTABLE. I E FACILITIES SH E AS .NORTH � EX . 12' PVC SEWER FORCE MAIN � 10. THE SEPARATION BETWEEN WATER AND SEWER FA LI ES ALL B SPECIFIED IN CVWD Liz DWG NO 13988 STANDARD DRAWING NO. W-1/S-3. II ' 11. NO SEWER LATERALS SHALL BE INSTALLED IN DRIVEWAYS. I Il zll! ' I ' + u I� CONSTRU TION NOTES AND ESTIMATE OF QUANTITIES t lil sr.1s' PVC SEWER FORCE MAIN o ° I ! 11 , 12. NO SEWER MAINS SHALL BE INSTALLED UNDER CURBS OR SIDEWALKS. a .. I 1 11 DWG NO 21890 CONSTRUCT 48 DIA. SSMH PER C V.W.D. STD N0. S-5 2 EA. z if z g �' ii 13. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY CVWD IF CONSTRUCTION HAS NOT 0 100 200 300 II III 850 LF. I 11 2 INSTALL 8 VCP SEWER MAIN � II I - STARTED WITHIN 12 MONTHS FROM DATE OF APPROVAL AS SHOWN IN CVWD DRAWING APPROVAL O S-6 50 "=100' � � n I! I � l ii i BLOCKS. INSTALL 6 VCP SEWER LATERAL PER C.V.W.D STD LF _ 1 Eq, SCALE 1 �I • a I 1 /16 SEC. LINE _ 14. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA} AT 1 800-422-4133 AT LEAST TWO If Iu II WORKING DAYS PRIOR TO START OF CONSTRUCTION AND PROVIDE HE 7 CVWD INSPECTOR THE USA i APN 609-050-001 NUMBER PRIOR TO EXCAVATION. J 00 11 t I 15. NEW CONSTRUCTION TO BE PLUGGED UNTIL SEWER SYSTEM IS APPROVED FOR SERVICE L Go ! .: I i o. � , PLUG TO BE o u tti I I �_._ ; • _ REMOVED IN PRESENCE OF DISTRICT INSPECTORS. z rn c� „ 3 u i I T 16. HE LOCATION OF TH E HOUSE LATERALS SHOULD BE MARKED AS FC}LLOWS. STREETS WITH CURB: AN "S' SHALL BE CHISELED OR PERMANENTLY MARKET) ON THE CURB AT THE u r:. LOCATION OF THE HOUSE LATERALS; AND AN APPROPRIATE MID -RANGE OR FULL RANGE MAGNETIC D u I u MARKER MANUFACTURED BY 3M ELECTRICAL PRODUCTS VI z II 11 DIVISION, SCOTCHMARKER LOCATOR (EMS) 0 u ti u 3 O c� OR EQUAL SHALL BE PLACED ONE FOOT BELOW I W THE FINISHED GROUND SURFACE DIRECTLY ABOVE TERMINUS THE "- M M US OF THE LATERAL. IN AREAS WHERE THE FINISHED GROUND SURFACE IS UNKNOWN THE TWO STORY MANHOLE AND CLEANOUT SCHEDULE of MARKER SHALL BE INSTALLED TWO FEET BELOW THE ASSUMED FINISHED GROUND SURFACE MH NO. STATION .RIM ELEV INVERT IN DIR INVERT OUT DIR MH DEPTH RIM -PIPE INV MH SIZE EX.1 2+77.01 14Z63 130.56 S 130.39 N 1224' Q. 2 6+77.01 143.54 133.50 S 133.40 N 10.14' 48' 3 10+77.01 144.73 134.92 S 1 134.82 N 9.91' 48' PIPE TANGENT DATA LINE LENGTH BEARING SIZE MATERIAL SHEET NO L1 147.00 S00'00'44"W 8" V.C.P 2 L2 51.63 S01018'53"E 8" ' V.C.P 2 L3 196.37 S00'11'09"W 8" V.C.P 1 2 L4 396.00 SOO*11'09"W 8" V.C.P 2 L5 48.00 S O'11'09"W 8" V.C.P 2 II a II ! 11 OFFICE Sanitary Sewer General Notes-Final-12113105 BUILDING o I u 1' II � 11 I ( a I 0 R 11 .. II - II Z o_ n , I Q � - n I II n I I u APN 609-070-047 INDEX .MA �I u EXISTING E'LY PROPOSED R/yy EXISTING WTY PRIVATE ENGINEER NOTE TO CONTRACTOR R 12' R/W 1. UNAUTHORIZED CHANGES &-.USES: THE ENGINEER PREPARING THESE PLANS WILL NOT � VARIABLE 55'-60' � 55' BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USE OF THESE PROPOSED PLANS, ALL CHANGES TO THE PLAN MUST BE IN WRITING AND MUST BE APPROVED BY tfWDSCAPE 17' AND 12' LOT VARIES 43' 43' THE PREPARER OF THESE PLANS. DECELERATION TO CURB FACE TO CURB FACE HOLD HARMLESS INDEMNIFICATION CLAUSE VARIES LANE EXISTING MEDIAN THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY ` 6 t 8 t 12 t 7.018 0' FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT 2&0' 5.0' INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT, THIS REQUIREMENT SHALL 1(2.1 18.0' REMOVE 'AND REPLACE EXISTING PAVEMENT PER APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE ti, 1 CITY STANDARD CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE OWNER, AND THE X=29) PRIVATE ENGINEER HARMLESS FOR ANY AND ALL LIABILITY; REAL OR ALLEGED, IN ' ANCE OF WORK • ON THIS PROJECT, EXCEPTING FOR LIABILITY CONNECTION WITH PERFORM ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 8' WIDE z CD +i 3.0' *ST. TEl ,, _ - - - - - - PROPOSED MEANDERING K, �, �:i .� ., .t ---- _, _--DOSnNG -UNDE MOD - STRUClURES. _ GROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC SIDEWALK � . REM Anti REPLACE�� ' ALL UNDER EXIST. TEL COtDUIT .. OBE ,-.` * • EXIST�NTM STA�ND�ARTD � �'* - __ _ __. _._ _ _ o RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES EXIST. ELECTRIC CONDUIT5'I` I • 5.0' EXIST. 4' ABANDONED N TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES EXISTING A.C. PVM'T. r� r RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT. *EXIST. 2' TELEPHONE 6' GAS* WATER * _. REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE EXIST. c.V.w.t. oRAwITu� APPROVAL N *EXIST. TELEPHONE � EXIST. 18' WATER _ eon to � WITH REPORTED OR RECORD LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE EXIST. 18' SEWER MAIN* a N7 m ! PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY FORCE MAIN* PROPOSED 1Ir WATER Meck PMEC a a OTHERS FOUND AT THE SITE. IT SHAD- BE THE CONTRACTOR'S RESPONSIBILITY TO EXIST. 12' SEWER MAIN u CD NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES CONCERNED BEFORE STARTING WORK. FORCE MAIN* NOTICE TO CONTRACTOR: O--PROP. 8' SEWER MAIN ��mew: 3681 ar:Ecroa oi� er�el CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ul DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. R.Llo�l TYPICAL SECTION AT DECELERATION LANE WASHINGTON STREET -MAJOR ARTERIAL . W _ 3 (PUBLIC :STREET)v W L NOT TO SCALE In L BASIS OF BEARINGS SEAL PRE>'ARm er `n BA31S OF BEARINGS .IS THE CENTERLINE OF FOMOTOR CITY OF LA QUINTA, STATE OF CALIFORNIA WASHINGTON STREET, AS SHOWN ON PARCEL ��C^ MAP NO. 27131. PER PM 184/87-91 TAKEN WQ�j>Q K Fp,,��Fyc DRAWN BY: DATE: AS N 00' 11 0TE ENGINEERING D Q �,� A OM OFF -SITE SEWER IMPROVEMENT PLAN a - BE- K No. 47284i FILE No. MAL - rwM W CITY OF PALM DESERT BENCH MARK NO. 130, A � _ - nAvs s�oRE DESIGNED er: FORin vat, You DIG 1.5 C.P.D. BRASS DESK ON' THE NORTH SIDE OF * Exp. 1`� * "/ . 225 S. CIVIC DRIVE, SUITE 1-5 /� PAIN SPRINGS CA. 92262 oM LA Q U I N TA BUSINESS CENTER SHEET SHEETS u . FRED WARFNG DR. WEST OF WASHINGTON ST., IN �j. C►v11. � DATE s I � Q� rai i-eoo�e�-e600 THE SOUTHEAST CORNER OF CATCH BASIN 75 AppR, DATE FOFCAttF� F"WP K. FOMOTOR PE., PLS, (760) 323-1842 FAX (760) 323-1742 CHECKED BY: o _ FEET WESTERLY OF THE WESTERLY ECR STAMPED DATE BY: MARK: DESCRIPTION R.C.E. NO. 472" EV. DATE: 12/31/07 SW 1/4 O F SEC � 8, T cJS, R % E, S B B �C M � 2 � A PaURM SEMM sv '130", ELEV.= 139.037 NGVD 29 PKF uil+ ctme" Sa = �r � 3 6304.3 14- Ft I 1 i I ! �� I Wit-"' I i j I ! I ! j i ► � ► I' ... 150 ui - 145 �.} II-- QM7 SO R,' --;--- rl�t Li fi---I ! _ 140 + _I T I _ j� I 135 °T IS UB NG iMH AND- E V i i I 8" 1 I I AN, E —_� _ - -- -- �..... _-��_ - +-- is— ! D -O 0 AR S AttOU D PIP . UNDER DISYRi� I I SPEr T 0 130 _ } MOVE 1 . TUB;-OU`f-;-- i ! - ,- - - ► - — -- -r —i---; — '- UT 2 I V 130. 9 N e 1 V 110.56 S IN* ` 4.0 _ -- ---�--}- --� ---- - --.�-- -i-- - -i__ - i i }— I y E' IP;E 014 I C po C _ --- , — 1--4-I- 1I------s--f- i i 1 3 4 5 NOTE CONTRACTOR TO C NFIRM LOCATHON, ELEVATION AND CLEARANCE PRIOR CONSTRU( : i } A >2 a 0 0 v M n 0 0 cu to (U Ln m 3 (U 0 1-- LL tl 0 i U PQ CJ J R' W 3 W i. N c N U LA In N LA 3 PQ d C3 d J CD 0 CD LA .4 O 1 t