Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
7037
Finance Revenue Code E-1 ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION iveways, pavements, sidewalks, parking lots, sewers, water mains and other like public OPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:February 22, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Sun Vista @ Calle Amigo; VUP 2004-026 78-080 Calle Amigo PURPOSE OF CONSTRUCTION: Install 8" D.I.P. water main DESCRIPTION OF CONSTRUCTION: Water improvement plan DIMENSION OFINSTALLATION OR REMOVAL: 235 LF �. APPROXIMATE TIME WHEN WORK WILL BEGIN:Will call TIME OF COMPLETION:15 days from start ESTIMATED CONSTRUCTION COST: $50,617.00 (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 regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. n /I of Aimlihant Nispero Properties - John Capetz P.O. Box 1144 La Quinta, CA 92247 f (760) 771-4722 (760) 275-7459 Name of Applicant (please print) Business Address Telephone No. Sun Vista Development P.O. Box 1144 La Quinta, CA 92247 Name of Contractor and Job Foreman Business Address 744091 5393 Contractor's License No. City Business License No. NIC Insurance Company 8F06 CGL-006493-00 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $1,519.00 $100.00 $0 $0 $1,619.00 60) 771-4722 Telephone No. Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7037 DATE APPROVED: 'Pr/ EXPI TION ATE: F&-O. Ze 2or� BY: �J Administrative Authority ,r PERMIT NO. 7037 Sun Vista VUP 2004 - 026 / Install 8" DIP water, main / 78-080 Calle amigo 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. Nispero Properties and/or Sun Vista Development, 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 l 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. . 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 Conditions Page I of 5 PERMLT NO. 7037 Sun Vista VUP 2004 - 026 / Install 8" DIP water main / 78-080 Calle Amigo 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.fhwa.dot.gov/HTM/2003rl /part6/part6-toc.htm and http://www.dot.ca. og v/hq/traffops/signtech/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 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. Special Conditions Page 2 of 5 PERMIT NO.7037 Sun Vista VUP 2004 - 026 / Install 8" DIP water main / 78-080 Calle Amigo 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 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. Special Conditions Page 3 of 5 PERMIT NO.7037 Sun Vista VUP 2004 - 026 / Install 8" DIP water main / 78-080 Calle Amigo 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; 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 Special Conditions Page 4 of 5 PERMIT NO.7037 Sun Vista VUP 2004 - 026 % Install 8" DIP water main / 78-080 Calle Amigo 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. 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. 33. 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. Special Conditions Page 5 of 5 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7037 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 includecorrugated 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-L-a-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 dear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced . with (" N/A ") inches of A.C. paving placed on ( " N/A ") inches of ( " N/A ") aggregate sub -base course having an "R" value of'not less than ( " N/A".) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades. upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb.and gutter ( " N/A " ) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 Y2") of A.C. paving on (" N/A ") of class (" N/A " ) aggregate base. - ID R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil stredlizer. Rate of application shall comply with the manufacturers specifications. City d 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 fumished 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 (T) 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 riot 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. ❑ RIB 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. Contact Name: J04 -, Phone Number: 70d-751`7�.51 Name of Applicant/Owner: Alit' " Applicant Address: 10.0, 6,x ll y t 0014 Applicant Telephone Number: 760 — 7 71 - L! 71,Z Applicant E-mail Address: Name of Contractor: 5 % v j e ue NI.� Contractor Address:. ,0, &A I! `it'_ Gg Qdtwjn t w Contractor Telephone Number: -7 l,0 - -7 -] .7 2, Contractor State License Number:. 7 Y Lf 0 Ct I ✓ Contractor City Business License Number: 5-313 Contractor E-mail Address: �A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED �4 Applicant or Contractor General Liability Insurance Compan Applicant or Contractor General Liability Insurance Policy Numbe�r: _ems /9� �/—/ 00(0� q14:(9� x/2/zsr fA-7 Office Use Only: Inspection Fee: / / �• Permit Fee: As -Built Deposit Dust Control l Deposit �J Credit Amount: Y� Office Use Only: Assigned Permit Number. Approval Date: ✓. (' .Expiration Date:_ Issue Date: Administrative Authority: TOTAL FEE DUE: (� I L 1Adnunistrative Services Division\Fonns\APPLICATION FOR PERMIT.doc 01/05/2007 04:18 FAX 7603989052 JONTS BROS CONSTRUCTION � 002 GOS'f &-.&TjrAA-rE ONES. BROS. CONSTRUCTION CO. G NG PAVING UNDERGROUND AND EQUIPMENT RENTALS 7 as -mg AVENUE 62' P. O. BOX 90S - COACHELLA, CA $2236 TELEPHONE (760) 347-2291 LIC. NO. 172092 PROPOSAL NO. 1878 CONTRACT NO. PROPOSAL SUBMITTED TO: PHONE FAX DATE 276-74M T71-4922 JANUARY 5, 2007 NAME: PROJECT SUN VISTA WATER ADDRESS: LOCATION: LA QUINTA CITY AND STATE: ARCHITECTIENGINEER: DATE OF PLANS ESSI 11112/06 APPROVED • ATTENTION: PROJECT PLANS NO. AND TITLE John DESERT CLUB TRACT UNIT 1 We hereby propose to furnish the necessary equipment, labor, and materials required to perform the following works: ITEM ft DESCRIPTION QUANTITY UNIT PRICE TOTAL 1.) 12" GATE VALVE 1 EA $ 2,450.00 $ 2,450,00 2.) 12" 90 DEGREE BEND W/ CONCRETE 1 EA $ 675.00 i 675.00 3.) 12" X B" REDUCER 1 EA $ 670.00 b 670.00 4.) 8" DIP "POLY ENCASED" 235 LF $ 66.00 $ 15,510.00 5.) 8" GATE VALVE 1 EA $ 1,230.00• $ 1,230.00 6.) FIRE HYDRANT 1 EA $ 5,650.00 $ 5,650.00 7.) 1 1/2" SERVICE 1 EA $ 2,800.00 $ 2,800.00 8.) 2" SERVICE 1 EA $ 3,100.00 $ 3,100.00 9.) 6" DETECTOR CHECK VAULT & LID 1 EA $ 6,900.00 $ 6,900.00 10.) 4" BLOW OFF ASSEMBLY 1 EA $ 2,300.00 $ 2,300.00 11.) PRESSURE TEST 1 EA $ 1,720.00 $ 1,720.00 12.) CHLORINATE 1 EA $ 2,300.00 $ 2,300.00 13.) FLUSH 1 EA $ 1,100.00 $ 1,100.00 14.) BACTERIA TEST 3 EA $ 804.00 $ 2,412.00 SUB TOTAL $ 48,817.00 15.) RAISE VALVES TO FINISH PAVING 6 EA $ 300.00 $ 1,800.00 GRAND TOTAL $ 60,617.00 PROPOSAL PRICES ARE BASED ON CURRENT PRICES AND ARE SUBJECT TO CHANGE IF CONTRACTOR RECEIVES INCREASE. DIRT RAISING INCLUDED IN BID.. BASE & FINISH RAISINGS WILL BE AN ADDITIONAL $300.00 EACH. ALL PRICES BASED ON UNAPPROVED PLANS, PRICES MAY CHANGE UPON APPROVED PLANS NO PERMANENT PAVING, NO PERMITS, NO LANDSCAPING, NO CURB OR GUTTER. SEE ATTACHED STIPULATIONS. JONES BROS. TO BE INDEMNIFIED FOR FINES'AND/OR TICKETS FOR DUST CONTROL AFTER COMPACTION' COMPLETE IN SEGMENT WHERE WORKING Buyer and Seller agree that the general terms and conditions aaadwd, hereof are partof this agreement are thoroughly understood. Notice: Additional Terms and Conditions are Attached. Read Before Signing — Buyer to sign both sides. ACCEPTED FOR BUYER By Submitted By Title Date Approved By Title Date \J e'�Tl 0 N 2-- w aet-s ..— N WE S Mo SCALE �20-2 "6Nb QDAO WoUc" CAALE AMIGO G� C _�- rrrrrrrra� 350' 350' 50' 50' a� �C— (CA) w3_y ROADLANE ' AHEAD D (jam wA�� CC WORK o AHEAD, DESERT CLUB DR. 350' rrrrrrarrr 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 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 10' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINI MUM 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 ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL. 7. THIS IS ATYPICAL AS THE CLOSURE MAY NEED TO MOVE FURTHER ALONG THE ROAD OR TO THE OPPOSITE SIDE. 8. SEE SHEET 2 FOR FLAGGER REQUIREMENTS. 350,.I j�t✓QMIt#�i�O3i Approved By Date Speed Umft 35 Install Water Line for New Building Pd m3 Condor Traffic Cmtd Cof&ada Jones Bros. Conk Tops N Barricades, Inc. Phone Prepared By Based on SwWm d (800)852-TOPS Ron Fifield M.U.T.C.D. TA-10 um Data m 1 of 2 2/8/07 To Be Issued on Approval Fla' ger itequirements A. ''Minimum.Requirements 1. Receive and communicate specific instructions clearly, firmly, and court( 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 yell9w-0-reen 2. Retroreflective material (Orange; yellow, white, silver, yellow -green; or fluorescent version. 3. Material shall be "visible at 1000 .fi 4. Apparel s.balTbe designed to identify the wearer as a person 5. Law'eriforcement persopnel should adhere�to the same'standard C. Hand -Signaling Devices 1. StoplSlow paddle octagonal in shape with minimum l 8" width and 6" letters. Must have white legend."on.red background: D. Directing Traffic .1. Oiily.three (3) signals are required. STOP SLOW PROCEED. . l to j M E. -Flagger Communications .1. :If work areajs"too long for relay (2 fiaggers can't see each other) a.One flagger given the responsibility to`coordinate b. Use Radios or C. :Meld phones F. Flagger warning signs. must be removed or.covered when flagging is finished, when work is not going to start fitimediately, or when work is,c©inpleted. Date: TH F S City of La Quinta Public Works Engineering Department Inspector's Daily Log Commercial/Residential Development Weather: Clear El Cloudy El Rainy P Overcast ❑ temperature Range: SS'Wind: Still ❑ Moderate ❑ High fig. By: Title: Page - of CADocuments and Settings\jrey\L.ocal Settings\Temporary Internet Fi1es\0LK281D\Da4y Inspector's Log.doc Date: m /<o -2, o -7 S M I T W TH F S ��cr►t7.'� -10 " 703 7 City of La Quinta'. Public Works Engineering Department Inspector's Daily Log Commercial/Residential Development Weather: Clear ❑ Cloudy NLRainy ❑ Overcast ❑ Temperature Range: ;e"" Wind: Still ❑ Moderate (Z High ❑ OFi /�,r.�?� y!� C Cc /�o�c. �6 ✓'G /6 l�l� �ce .S � ���cyi `1�j , By: Title: il& /0u /l /l Page ---/— of _L CADocuments and Settings\jrey\Local Settings\Temporary Intemet Files\OLK281D\Deily Inspectors Log.doc $ M T I W TH F S City of La Quinta Public Works Engineering Department Inspector's Daily Log. Commercial/Residential Development Weather: Clear MCloudy ❑ Rainy ❑ Overcast ❑ Temperature Range: 'Wind: Still W Moderate ❑ High ❑ C,� 70 cJVT?Q S /�ry TlC e,rS a-✓' e � /t. [.c�' �X� w✓� � y �l/' � � - k-cao-lfSG `AC I��I�G %✓25 `lD� drl�ST�'^��� fie✓ ��4-�-s By: Title: 4 10 f c- c� Page 4- of —� CADocuments and Settings\jrey\Local Settings\Temporary Internet Files\OLK28ID\Deily Inspectors Log.doc Date: hf ?/ - / 7. L U 2' S M T PY Im IE Ia.] C- City of La Quinta Public Works Engineering Department Inspector's Daily Log Commercial/Residential Development Weather: Clear ❑ Cloudy ❑ Rainy ❑ Overcast j° Temperature Range: e ' Wind: Still Moderate ❑ High ❑ CJa/l6� /�✓o 2 �"S I`�dTGe� e C(� o��7`j a+-. �i-✓ 44'c ,01, 7e✓ !•o'!'Gi A•! _ _l/f� �rf//� / 7 if �y : :.. T �iC GA' A o��r �-s�'lam �f/~/-mil Gr�O Y�-�d Merl By: Title: Cie. h1-1 G "07/- t �!i! �CAW— Page of CADowments and Settings\jrey\Local SettingsWemporary Internet Files\OLK281D\Daily.Inspectors Log.doc Dr 0 En m CALLE �l 1 50 AVE: 52 SITE a 0 a . VICINITY MAP LA QUINTA, CALIFORNIA N.T.S. 15' ABBREVIATIONS/LEGEND BC BEGINNING OF CURVE PRC POINT OF REVERSE CURVATURE EC END OF CURVE INV INVERT ELEVATION MH MANHOLE WM WATER METER C&G CURB AND GUTTER ---- EXISTING WATER MAIN N EXISTING WATER MAIN PROPOSED WATER MAIN METER & SERVICE FIRE HYDRANT ASSY GATE VALVE ---o--- SEWER MANHOLE 2% TYP. 30' 15' 2% TYP. EXISTING CURB & GUTTER 61 8.70' PROPOSED 8" DIP WATER ' 3' COVER 0 FINAL GRADE I 14.70' 11' MIN CALLE AMIGO NTS WATER DATA: STATIC PRESSURE = 92 P.S.I. WATER WORKS MATERIAL SHALL BE RATED FOR 150 P.S.I. APPROVED BY: RIVERSIDE COUNTY FIRE PROTECTION SERVICES BY: DATE: SUN VISTA D V LOPM NOT CORP11 LOT 87 BLOCK 37 KAmB.. 19/75 DESERT CLUB TRACT UNIT 01 LOCATED IN A PORTION OF THE S.W. 1/4 OF THE SW 1/4 OF SECTION 6, T. 6 S., R. 7 E., S.B.M. i R/W 10' 2% EXISTING SIDEWALK �`- EXISTING CURB & GUTTER EXISTING 8" VCP SEWER_. _ DEPTH i i.50 } UTILITY INFORMATION SEWER/WATER: COACHELLA VALLEY WATER DISTRICT (760)398-2651 GAS: THE GAS COMPANY (213)244-1200 ELECTRIC: IMPERIAL IRRIGATION .DISTRICT (760)398-5811 TELEPHONE: VERIZON (760)864-1715 CABLE: TIME -WARNER CABLE (760)340-1312 CONSTRUCTION NOTES &ESTIMATED UANTITIES Q L_ CONSTRUCT 8" DIP w/POLYETHYLENE ENCASEMENT & RESTRAINED JOINTS o CONSTRUCT 8" DIP w/POLY€THYL€N€ ENCASEMENT INSTALL 12"x90' EL (DI) 00 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY INSTALL 6" DETECTOR CHECK ASSEMBLY o PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED INSTALL 6" FIRE HYDRANT ASS'Y (WET BARREL) BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE INSTALL 4" BLOW -OFF ASS'Y APPROXIMATE. IT SHALL BE THE CONTRACTOR'S 4 RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES INSTALL 1-1/2" METER w/2" SERVICE n OR STRUCTURES ABOVE OR BELOW GROUND, SHOWN OR NOT INSTALL 1" METER w/1-1/2 SERVICE (IRRIGATION) SHOWN ON THESE PLANS. THE ENGINEER IS TO BE NOTIFIED INSTALL 8"x4" REDUCER DI ( ) 3 OF ANY DISCREPANCIES, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN THE ALIGNMENT AND/OR GRADE OF THE INSTALL 12" GATE VALVE (EPDXY LINED AND COATED) PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO INSTALL 8" GATE VALVE (EPDXY LINED AND COATED) TAKE PRECAUTIONARY MEASURES T0' PROTECT ANY UTILITY INSTALL 12 X 8" REDUCER (DI) W LINES SHOWN, AND ANY OTHER LINES NOT OF RECORD, AND/OR INSTALL 8"X 8"X 6" TEE (DI) NOT SHOWN ON THESE PLANS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR INSTALL 6" GATE VALVE (EPDXY LINED AND COATED) Z STRUCTURES CAUSED BY HIS OPERATION. INSTALL 6" DIP W/ POLYETHYLENE ENCASEMENT BENCHMARK3 BASIS OF B=GS: Underground Service Alert BENCHMARK: RIV. COUNTY BENCHMARK 103-3-70, T HE BEARING HEREON ARE BASED UPON THE WEST Call: TOLL FREE TOP OF CONCRETE FILLED 1" I.P. ±350' N'LY OF OLD LINE OF THE SW 1/4 OF SECTION 7, T.6S., R.7E., SBM,'AS SHOWN ON A RECORD OF SURVEY, AVE. 52 AND 30' E'LY OF CL OF WASHINGTON AVE, RS 6' S'LY OF POWER POLE #989270 ELEV.=40.11. 67/76, RECORDS OF RIVERSIDE COUNTY, STATE OF R —SOD CALIFORNIA, BEING: Q 227-2600 N00006'08"E W _o TWO WORKING DAYS BEFORE YOU DIG R F FF R F N C FS 97 LF ( IN FEET ) 138 LF 1 inch = 30 ft 1 EA �C 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 2 EA 1 EA 1 EA 1 EA 1 EA 28 LF AT ESSI SHAHANDEH CIVIL ENGINEER of, BALM DESERT 45-175 Panomm Drive, Suite 1C. Palm Deem, CA. 9226D Phone: (760) 340-5597 • FAX. (760) 340-1121 —Civ I Wing QRpFESS/pN Engineering �O � NR S -Structural Engineering No. 47834 �S Exp.12/31/07 OF CI���Fc' � 1)1 Z UA I L VALVL (1)12"X 8" REDUCER (D.I.) DEVELOPER TO MAINTAIN AND RAISE VALVES TO GRADE -BEGIN RESTAINED JOINTS CONNECTION TO EXISTING 12" BY CONTRACTOR UNDER DIRECT INSPECTION PREPARED UNDER THE SUPERVISION OF: OWNER / DEVELOPER SUN VISTA DEVELOPMENT CORP. 51-370 AVENIDA BERMUDAS, SUITE #2 LA QUINTA, CA 92253 CONTACT: MR. ROB CAPETZ PHONE: (760) 771-4722 S—=• ��.�"'�,,..�,�?�° o� FAX: (760) 771-4922 R.C.E. 47834 EXP. DATE 12-31-07 ESFANDIAR SHAHANDEH C.V.W.D. DRAWING APPROVAL . DATE !1 DDT 2006 Checked: P OWC. No. Recommended l v DIRECTOR Revisions: DATE APPR. AMG CHECKED BY: ES OPERATIONS DEPT.: WATER IMPROVEMENT PLAN __ CALLE AMIGO 8" D.I.P. PIPELINE EXTENSION STA 10+00 TO STA 12+34.90 PORTION OF SW 1/4, SW 1/4, SEC 6, T.6S., R.7E., S.B.B.M. W.O. FILE SPEC. NO. Y 2006 1 AS NOTED 1 1 OF 1 DRAWING NO. WT6310R1A.DWG 3560�