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9077
See below for Finance Revenue Codes ENCROACHMENT PERMIT OF PUBLIC WORKS CONSTRUCTION y 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: 11/10/2009 LOCATION OF CONSTRUCTION: Southern Calif. Gas Company; Washington St from Hwy 111 to Eisenhower Dr; WR#1826003 with WR#1826016 PURPOSE OF CONSTRUCTION: Pressure Betterment of Gas Main and Install Regulator Station DESCRIPTION OF CONSTRUCTION: Install 4,366 FT of 6" Steel High Pressure Main DIMENSION OF INSTALLATION OR REMOVAL: Install 4,366 FT of 6" Steel High Pressure Main APPROXIMATE TIME WHEN WORK WILL BEGIN: 11/12/2009 TIME OF COMPLETION: 2 120 ESTIMATED CONSTRUCTION COST: $135,000 (Including removal of all obstruction, materi s, a debrriSs back g, co acti permanent resurfacing and/or replacing improvements) + COMMENTS FA Separate Permit Will Be Required for the Abandonment Work in Summer 2010. _ �`jTyp �v?✓�., 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 fro 'a�nag st y and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damag to perso s or property happening or occuring as a proximate result of any work undertaken under the permit granted pursuant to this a lic ion. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. and placing Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. — — — -- -- Signature of Ap Ont or Agent So Cal Gas Company - Kim Champion P.O. Box 3003, Redlands, CA 92373 Name of Applicant Business Address ARB, Inc. Name of Contractor and Job Foreman 194079 Contractor's License Number Self -Insured Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I 26000 Commercentre Dr, Lake Forest, CA 92630 Business Address Finance Revenue Code Inspection Fee E_1 $4,050.00 Permit Fee EE=1 $100.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, E_B $0.00 if required TOTAL $4,150.00 (909) 335-7959 Telephone No (949)454-7142 Telephone No. 566 City Business License No Self -Insured Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 9077 DATE ISSUED: AjgV t 2, 2009 EXPIRATIO DATE: /�%�✓ ��. , 1oB0 BY: WORK INSPECTED BY*: PERMIT COMPLETION DATE*: ' If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. !7�_ ,FW: Rijbberized Asphalt FW: Rubberized Asphalt Duran, Rodney Sent: Tuesday, February 23, 2010 8:26 AM To: Mcgarrey, Deborah Attachments: STD_600.pdf (309 KB) From: Daniel Valenzuela [mailto:Dvalenzuela@la-quinta.org] Sent: Monday, October 12, 2009 3:39 PM To: Duran, Rodney Cc: Amy Yu Subject: RE: Rubberized Asphalt Good Morning Rod: Page 1 of 2 I've forwarded your letter to our Public Works Director, requesting the exception of replacement of rubberized asphalt, which has been approved / allowed to replacement with asphalt concrete. This week I'll send you a formal letter in response to your request. The following are the questions some of the bidder's asked: 1) Construction start time: will be dictated by the approved encroachment. 2) Compaction Testing: is required as directed. 3) Trench backfill per attached City of La Quinta Standard 600. It might be necessary to grind to lane lines, which will be case by case as approved by the City Engineer. A two -sack slurry backfill to top will be allowed with a grind afterward. 4) Temporary placement of gas pipe will be allowed at the island southwest of Avenue 47/Highland Palms Dr & Washington St. 5) Night Work: Please submit in writing the request for night work. I look forward to our meeting on Wednesday. Please forward any questions or comments. Thank you, Daniel Valenzuela Public Works inspector City Of La Quinta - Pu6lic Works 78-'95 Calle Tampico La Quinta, CA 92247 V(760)777-7096 F(760)777-7155 From: Duran, Rodney[mailto:RPDuran@semprautilities.com] Sent: Monday, October 05, 2009 8:16 AM To: Daniel Valenzuela Subject: Rubberized Asphalt Danny, Here's the letter you requested, please let me know asap. Thanks, Rod 1�tMc•//omail cPmr%ra rnm/nAXIA/7nP=TtPmRrt=TPI /f NntPRr;d=PoA A A ARNv1rViM6TT(':RT. 2/21/2010 U,JF,�. � gzl�o63 �rIG �u-� t 42 60l6Tdf 4 4 Q946(rej PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: D M•y 3' QL o o q Tract No: . Proj t Natt� Vicinity: l noq � St ti Np V 1 ?Do —, � 9 Office Use Only: u se of Cons ctio ( • Rough Grading, Offsite treet etc.) 8s U rQiAAaaindm Inspection Fee: a&WtLt7 A'SM'aiej � Permit Fec Desai tion o Conn�tru&,(Ex:Sce 'SetNo. 01234) 1 As -Built NJ t'nan war( o n imensi n of tallation or3terd}ova : Se.Qa+'Q Deposit: Credit Approximate Construction Start Date: V • (p 5�,,►..,,�-,- 20' D Approximate Construction Completion Date:d , TOTAL FEE DUF,: L/ 15'0 Estimated Construction Cost: $ — 000 Q � l' Fitimated Construction, Cost sl.0 include the mwval of all 00stfuctions, materials and aeviis, back-fi ' mpaction a Ph"'g Pu-nat. rmrfxing and or replacing improvements Contact Name: rf 100e 0 N) Phoneumbeq!aoa=33s =1 n, 9 Name of Applicant/Owner: S -e-(N3 CArL } 9 (:�f <.. Co. Applicant Address: .O. 3003 ar S C A —471 - ,i Applicant Telephone Number: 4 Name of Contractor.EVC ((V a. 1 p I43 00 ksI: ha 600v (.oenm�e/ Contractor Address: �-.. a Contractor Gen-EYe 9 . Telephone Number. O 1 )eke T-crp54, CA Contractor State License Number:n R i6 3 o Contractor City Business License Number: ! % / _t�A q14 ojq 10- A COPY OF THE CURRENT 1NSt RANCE CERTIFICATE MUST IIE PROVIDED Applicant or Co tractor General Liability Insurance Company. �2 (-, - 10C'Urid Applicant or Copt�l� r General ity Insurance Policy Number. Office Use Only: Inspection Fee: L106,0 Permit Fec -too As -Built Deposit: Dust Control Deposit: Credit . Amount.. _.__............... TOTAL FEE DUF,: L/ 15'0 Office Use Only: Assigned Permit Number: % Approval Date: Expiration Date: Issue Date: �C�arnPiovt SPrmlorAul-��(-I-ISS• GUm r ,..�. -r . 1.� ' � , ,.. - � .. '7 ` '. PERMIT NO. 9077 So Cal Gas Company/ Install 4,366 FT of 6" Steel High Pressure Main and Regulator Station / Washington St from Highway 111 to Eisenhower Dr In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. 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. 4. Southern California Gas Company (Kim Champion) and ARB, Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. The permittee is required to provide a changeable message board informing the commuters using the affected Major and Primary Arterial roads of major construction and 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. 6. Trench plates are to be recessed and the excavation shall be shored up. Reduced speed limit signs, steel plates ahead warning signs and a changeable message sign warning drivers that there are temporary plates ahead and to slow down. 7. The work on Washington Street from Highway 111 to Simon Drive is required to be performed at night with approval by the City Manager and it is to be completed by November 23, 2009. Night work may be halted if the city receives complaints about the night work. 8. The work on Washington Street south of Simon Drive is to be performed between 8:15. a.m. and 3:30 p.m. Work hours are subject to change during January 16 — 24, 2010 for the Bob Hope Classic golf tournament. 9. All work under this permit is subject to change upon receipt by the Public Works Department of any complaints from business owners and/or residents. 10. A separate permit will be required for the abandonment work of the gas main in Summer 2010. 11. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 12. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer Il) of the private land owner whom is being encroached upon. The work to install the regulator station shall not begin until a written approval from the private land owner allowing the regulator station to encroach onto their private property is submitted to the Public Works Department. Special Conditions. Page 1 of 6 PERMIT NO. 9077 So Cal Gas Company / Install 4,366 FT of 6" Steel High Pressure Main and Regulator Station / Washington St from Highway 111 to Eisenhower Dr 13. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 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) before 8:00.a.m. 14. 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 City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 15. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. — 1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m. 16. Pursuant to Section 14.16.110 of the La Quinta Municipal Code ,(Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 17. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access. ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B'Plan identification C. Time Frame of Closure D. Alternative Routes 18. 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 Conditions Page 2 of 6 PERMIT NO. 9077 So Cal Gas Company / Install 4,366 FT of 6" Steel High Pressure Main and Regulator Station / Washington St from Highway 111 to Eisenhower Dr 19. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with the latest edition of the California Manual of Uniform Traffic Control Devices (MUTCD) and/or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the latest version of the MUTCD and/or under the guidance of the WATCH Manual and submitted to the City for review and approval prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 20. 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. . 21. 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. 22. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5t' Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 23. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test locations. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 24. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number Special Conditions Page 3 of 6 PERMIT NO. 9077 So Cal Gas Company / Install 4,366 FT of 6" Steel High Pressure Main and Regulator Station / Washington St from Highway 111 to Eisenhower Dr 25. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in Engineering Bulletin 97-04. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 26. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 27. 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 review and approval prior to start of construction or parking on the paved R/W. 28. Pursuant to Section 14.16.370.of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights-of-way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein,.is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. Special Conditions Page 4 of 6 PERMIT NO. 9077 So Cal Gas Company / Install 4,366 FT of 6" Steel High Pressure Main and Regulator Station / Washington St from Highway 111 to Eisenhower Dr E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 29. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can. not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 30. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 31. Access and egress to all local properties shall be maintained at all times. 32. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. Special Conditions Page 5 of 6 PERMIT NO. 9077 So Cal Gas Company / Install 4,366 FT of 6" Steel High Pressure Main and Regulator Station / Washington St from Highway 111 to Eisenhower. Dr C. Permanent pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2 -AR -4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 33. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 34. 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. 35. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 36. 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. 37. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 9077 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and'emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated. ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work: ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with (" N/A ") inches of A.C. paving placed on ( " N/A ") inches of ( " N/A ") aggregate sub -base course having an "R" value of not less than ( " N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 Y2") of A.C. paving on (" N/A ") of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. . ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations *completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 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. 0 I WASHINGTON ST. v AVE. 48 RMVWn RANCHO LA QUINTA C. C. wz0.1 WORK *uwto Q. o�44C7�d�P40�dC.-'a. o�GCGC7�CIG�C�C7���� dGfl�.:J�C4404O4dQp9p�a000O GCQ40GL7QCG Cb' i►a4 c poa� oo�seacaoo Ott*000��0000r a oo c y 4 yo�j►a� $ i o�r�`7d�Q�Ci4C� 7C7 - �C7G^�C�QGOO�o00GGOC7 �oOOs� n es `h 500 FT MIN 500 FT r 350 FT _ 600 FT BONLY EFORE CREST OF HILL 0-1 wzos Ian w4-2 nrecuer M� 1WG0 G2OI i Elm R0AD VOM O 1 1 ' ,, EISENHOWER DR. NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 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 11 '(12' TYR) TRAFFIC LANE WIDTH AT ALL TIMES AND 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 ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL. 7. WORK HOURS TO BE DETERMINED BY THE CITY OF LA QUINTA (TYPICALLY 9 AM TO 3 PM). 8. THE GAS COMPANY WILL OPEN CUT THE WASHING TON ST. & HWY. 111 CROSSINGS DUE TO THE AMOUNT OF UTILITIES TO POT HOLE. THE CROSS STREETS WILL BE BORE ACROSS. ADDITIONAL LANE CLOSURES MAY BE NECESSARY FOR THESE POTHOLES. THE MAIN LINE ALONG WASHINGTON WILL ALSO BE A BORE WILL BELL HOLES EVERY SO OFTEN. 9. THE GAS COMPANY WILL ONLY HAVE THE PORTION THAT THEY WILL BE WORKING IN EACH DAY. THE LANE CLOSURES WILL BE NO LONGER THEN NECESSARY (KEPT AS SHORT AS POSSIBLE). VJO� /FZ6flr6 4,/gz6003 VIA BOLERO wzos ��n l,tot A. i "'f1D 11511111) FIT 350 FT 8 tFT� 500 FT 7GflC0 dC'�L`»4:1�QC6C7 �' !rcoo O i<�_J.4=f►4000Qooda0 aaUA Qdn C==0 9GQQQ�GGo O.�C� p 4G.7 c= C5 �=C== as a �_aaa��avov2a KEEP RiGMT COACHELLA DR.JERK w 50 Traffic ConW Ran for z Install New Gas Main 3 Prime Contractor Based an SFw NO SCALE The Gas Company CALTRANS T-11 Traft Conhol Design by Pfwne Prepared By Tops N Barricades, (800)852 -TOPS Ron Fifield sn N - Data PerrmINumber 1 of 6 9/17/09 To Be Issued on Approval I VIA BOLERO SAGEBRUSH v CTO ob GGq�'P� A C C9 �p�'T/\G PO POG OO Gc�q�P pGc�C GCPQPnd�6 OOP PGPOOOgGppPO�P PO GGG GHQ G C�OpG P �t%QaG]O GGP� OG-�GQG4CJGr'���/16a PPG LA QUINTA GOLF ESTATES GATE AVD. MONTERO AVE. 48 .a LAKE 020-2 LA QUINTA WALGRIS I C-30 DR. .�,.n C-30 _ WASHINGTON ST. AMA AMA AM !► �. - V 4PGGG� QOC�PGJ�oP^--,gyp Goa PPQc-:_,pa G(��c P:.>G Ci �o4Pc� as aoQ vv� C PGG 4G � G G G. =• G C. pGOGu�-G::=-+C7 GAP 60P C � G P GPQdQ Q� G Gq �.. w Z � N NO SCALE C-17 GC]C04C�G Pd Ga C+t/i -- - —�- a C� oPQpOoo �6 oOcso GG�oa OGOc�GgC pCGo m a 0= Q= To i 6 G ------� OG PQa PG bO �7C � app QL �r C,�PPG�PGOOC�O PG: G doC �7,�[0``c�PP 1iq*c�CGCPOC�pGP -:'D �4PP �CdG C OPS dGPG ora' G - _ 0�W WASHINGTON ST. t� o RANCHO LA QUINTA C. C. �.�► � cr►;-1.�-�11�1��-��11�1:1;1a 1 ��e1� �-;:J�� i/�1�.a a c dp PC GQG. �+C��-�do�GG �cr-�C�C=�P�r Pac7 Gc70 SEE SHEET 1 FOR NOTES 50 Install New Gas Main Pdrne The Gas Contactor Company Band on SFv �dad CALTRANS T-10 a a� Lu � m a To i 6 G ------� OG PQa cj Q Oa�" POC�C+G f f LAKE LA o AVE. 48 QUINTA DR. a VilizCso CA) Cao CA) WALGREENS a W20-5 (RT) o -t cao cA) "'°'"" W4-2 Q ONLY u�O T Q Up 0� Q U CqV 10 101E M 600 FT 350 FT Q p350 ET 350 IFT 500 FT 0 PAj b C7 O d c� o C=am Li C� 03 o G C� O G J ��Qac�c� cac�cac��oc�OGboCaac�pao< gc�oo� c0 Cm LU Cj c Q: 0 SEE SHEET 1 FOR NOTES Reviewed By Date Speed Umit 50 Traffic Control Plan for Install New Gas Main Prime Contractor Based on Standarc The Gas Company CALTRANS T-11 Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield Sheet Number Date Permit Number 3 of 6 9/17/09 To Be Issued on Approval AM/PM G20-2 HWY. 111 (J d 0 0 OQ OD a . fl ttoll 0 � nnV nD as, C30 CA) li SIMON DR. W20-1 (REDUCED TO FIT) �' P q csPC o e c q cCOCe�O p o o OG q OD r}e�. u �.-- Awl �p c opo c Oc�o C� � cboog000cC�Qb � 0060 q� oq � P P �'G dP � o cQp opcUUUo uo qq: sCopoo Ccs o p4 oo PPa r-� dQP o w � oOC�� 4Go opPgO _ 0,�......1\c1� Oo o ocooggqq I o -t CHANNEL DR. ° o o RMUM Z�N o 0 0 0 0 0 0 G NO SCAL MUST W20-1 WASHINGTON ST. AVE. 47 100Fx, ��— --- s. < p � 0 0 C'. ti tp HIGHLAND PALMS a4 > 4i N POINT 0� 4o4 0Q w B HAPPY a p s WAY b �' NO SCALE '�T CLIFF0 p +� j+'fJ1'1f�04 4 M,.i 11 HOUSEEND ao�o M►+-=an UUU D D �o W0 to 0 D k— UU11 C17 (CA)/ CLM HE. III 5 njCw D D D 0 35 00 00 1 0 0 D 0 p• w. � �� onoc� qa �bi� l � VOV 08 D D ���.o z=ioo� oa ° 0 UR1 bjb � —_ - , - - -- – - -=-- -- �j�- L:l D czz 4 Tin- NIN.3Q0' � � ••s a 4 35 ONLV am BLACK & WHITE TRAFFIC CONTROL Q fl REPRESENTS EXISTING MOCON TRAFFIC CONTROL. 0 VON'S SHOPPING CENTERE` o' o CU CA) � o R &I Dab 6P"dul*we .W2 oqo o 50 ° ° Install New Gas Main D D D r The Gas Company N/A �U D# D 404 D. TWftC0*d0W tV Ph= o+,veer � . D 0 � � SIMON DR. Tops N Barricades, Inc. (800)852-TOPS Ron Fifield WASHINGTON ST. or. FWd 4 of 6REV 11/5/09 To Be Issued on Approval NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE N ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLS (M.U.T.CD.) 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 LAQUNTAANDIOR CITY OF INDIAN WELLS REPRESENTATIVE 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGN, BARRICADES AND DELINEATORS) AND MAINTAIN SAME N ACCORDANCE WITH TRAFFIC CONTROL PLAM. 4. CONTRACTOR SHALL MAINTAIN AMINIMUM 11' TRAFFIC LANE WIDTHAT ALL TOES. 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. T. THE WORK HOURS FOR THIS CLOSURE WILL BE AT NIGHT. HOURS TO BE DETERMINED BY THE CITY OF LA QUWA. ALL TRAFFIC CONTROL DEVICES SHALL BE CTIVE. T BLACK & WHITE TRAFFIC CONTROL POINT�� REPRESENTS EXISTING MOCON NAPPY( Q H TRAFFIC CONTROL. WAY c 4 w E S p Q x'04 D4 NO SCALE a1 -t CLIFF w+s(L1r) uo w . HOUSE C605E0 '� WY. 111 5 a C470 Q .4 my Q Q Q Q I � *Q A�1 1� aQQd�n D 0 ( �' R. L wm" nn 1g �1M1�o 0 0 r20-1 -:zdt= -iso 44 -- - "Zi L�y-1 Um N cso� -p p p C-iT a54 a_ wr °o 40 anoa Qry a i Q U4 D�Q'p4 C p p VOWS � � . � qb SHOPPING �.� Q� CENTER oaw Soeeauoa 50 qzzb TrMGW*dP mIN Install New Gas Main 929.1 �,,. e�aos � D D. ff � .D D y � The Gas Company _ Tmft cow asor br morn Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield D ('„ D Q SIMON DR. Fm oe. WASHINGTON ST. 5 of 6REV 11/5/09 To Be Issued on Approval N07ES:1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLS 0W.T.C.D.) I TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW F DEEMED NECESSARY BY CITY OF LA QUINTAANDIOR CITY OF INDIAN WELLS REPRESENTATIVE 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGJI;. BARRICADESA D DELKATORS)A D MAINTAIN SAME NACCORDANCE WITHTRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAINA MNNUM 11' TRAFFIC LANE WIDTH ATALLTKS, 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TICS. 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 STM TRAFFIC PLATES, THE ROAD SHAH BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. 1. THE WORK HOURS FOR THIS CLOSURE WILL BE AT NIGHT. HOURS TO BE DETERMNN W BY THE CITY OF LA QUNTA ALL TRAFFIC CONTROL DEVICES SHALL BE R��- lA QUINTA CENTER DR. 0 0 I ".im C-17 0 0 �► o a 1 Y .111 35 0 a --� 0 41 I= 0 a 0 0a wy 00 00 0 Q I BLACK &WHITE TRAFFIC CONTROL REPRESENTS EXISTING MOCON TRAFFIC CONTROL. C OQo^ oA: 0 0 V 0 0 a 0 0` < 00 a0 INGTON ST. Map THIS BUS STOP SHOULD BE CLOSED WHILE THIS TRAFFIC CONTROL IS M PLACE. (BUSES USUALLY STOP RUNNING AFTER 9 PM) M SIMON D N LA QUINTA M 50 Install New Gas Main The Gas Company aoaraoww tv R. By Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield 1 6 of 6REV 11/5109 To Be Issued on Approval) C77 NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIAMANUAL ON UNIFORM TRAFFIC CONTROLS (M.U.T.C.D) Z 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 QUINTAAND/OR CITY OF INDIAN WELLS REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SWILL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS)AND MAINTAIN SAME INACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 11' TRAFFIC LANE WIDTH AT ALL TIMES. 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. 7. THE WORK HOURS FOR THIS CLOSURE WILL BE AT NIGHT. HOURS TO BE DETERMINED BY THE CITY OF LA QUINTA. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO -REFLECTIVE... N 0 ADAMS ST REDUCED TO FIT HWY. 111 WASHINGTON ST. 1 SIMON D 4f/,y N W�,E S NO SCALE THIS BUS STOP SHOULD BE CLOSED WHILE THIS TRAFFIC CONTROL IS IN PLACE. (BUSES USUALLY STOP RUNNING AFTER 9 PM) LA QUINTA NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT.. SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLS (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 QUINTAAND/OR CITY OF INDIAN WELLS 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 11' TRAFFIC LANE WIDTH AT ALL TIMES. 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 TRAFFIC RETURNED TO NORMAL. IF THE LANES ARE REOPENED AFTER THE GRINDING BUT BEFORE THE REPAVING LEAVING UNEVEN PAVEMENT, THEN UNEVEN PAVEMENT SIGNS SHALL BE POSTED. 7. THE WORK HOURS FOR THIS CLOSURE WILL BE 4:30 AM TO 11:30 AM . ALL TRAFFIC CONTROL DEVICES USED AT NIGHT SHALL BE RETRO -REFLECTIVE. ped L 50 Pave Gas Main Trench Prime Contractor Basad on Standard The Gas Company N/A Traffic Control Des(n by Phone Prepared By Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield Sheet NumberDate PermhNumbor 1 of 5 2/19/10 To Be Issued on Approval C20 C17 A CHANGEABLE MESSAGE SIGN SHALL BE POSTED 5 DAYS IN ADVANCE OF THE WORK DATE. THIS SIGN SHALL SAY "MAJOR TRAFFIC DELAYS, DATE 4:00 AM T011:30 AM, USE ALTERNATE ROUTE." ADAMS ST REDUCED TO FIT GiLI Nfl '91, �I<kV+aliper & #23, ca. l' Y 50 1�LAKE LA AVE. 48 QUINTA DR. WALGREENS R= ..fes MC3 CA) .'^' l ISN 'ry4 y ,' 600 FT ONLY ill, IX& :N SEE SHEET 4 FOR NOTES RwMmd By Data spew 50 Traffic Control Plan for Pave Gas Main Trench Pdme Contra*r Based an Standard The Gas Company CALTRANS T-10 Traffic Control Design by Ph" Prepared By Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield SNumber Data Pennd Number 2 of 5 2/19/10. To Be Issued on Approval AM/PM Co�RatcTvR �vlLl— . WASHINGTON ST. TOR1.1. ILL START WORK PRv rn SOUTH to GZ0.2 ND�TFf . AS THE.' GRINDINGS -ARE SWEEP UP AT NIGHT SIMON DR. OR PAVING DONE (JUST COOLING) IN (REDUCED TO FIT) THE DAYTIME, THE CENTER LANE WILL W20 Gro -z VV20_� ":<-� BE REOPENED LEAVING THE RIGHT ro HWY. 111 AVE. 47 D LANE CLOSED UNTIL THE WHOLE JOB e' RIGRf TARE ao wo"` IS COMPLETED AND ALL TRAFFIC C3G CA) MUST CONTROL IS REMOVED. sLvs NRR RIG 3. IN i3i R}t NDC) C30_[CA) ,"q"„yY`,J -�- J I mi 1, v TORRa + Eos 1 ® rosin^CLOSMr 100Uj 01 m fI�Vr��.... w zx� Q C ~�f .x{�k':.�i. WUR - _ .w r,„`Wt;..eswy.. OR- a .'.,�a. q...4+e�rf ;'9;,�.,.CC"C'" n-e�T'','„T,tS. p I =m.�}—� — -:ra s xr'�"-- .�^`' FA �:� `:�. �7^'��. "�Y ti���5 a�L '1�...e!fw�.r�!ri`.3"M"'�..���a�.«.nwC'».'.cti - _eL- Wr .N l:i:".' ��{,��'r e� w..+rY, �•` �j�.!"��'o-".,?'Z' N'.:X: --C,»."Y'""cyy:'�i.' �'�... ...SYS Y.`.:f.1Sf�^.S�i�•a�_.J Car �h 7.«7� .nv4i-'�v.'`Jf... ���Y�HY. '�. ..---.. -.-_..._.. - M _ �. �. > _ __ _. .. Z 0-1 a CHANNEL DR. � `�-�° ., wzo-� . j► W20 HIGHLAND PALMS ONLY - . z�y = A CHANGEABLE MESSAGE SIGN (CMS) SHALL BE POSTED 5 DAYS - w20-1 IN ADVANCE OF THE WORK DATE. 1 CMS SHALL BE POSTED AT 3 NO SCAL HWY. 111 & WASHINGTON AND 1 CMS SHALL BE POSTED AT r EISENHOWER & WASHINGTON. THESE CMS SIGNS SHALL SAY ' "MAJOR TRAFFIC DELAYS, DATE TO DATE, USE ALTERNATE ROUTE." C17 ca (SONT-AAc-TOR To wool, '5Qom So OTA END To t,10 kr* HIGHLAND PALMS .WALGREENS �Vm A ONLY 620.2 0 wafrw muff WASHINGTON ST. LAKE LA QUINTA DR. RANCHO LA QUINTA C20(CA)(RT) CINCA) OW EISENHOWER DR. m a 0 f - SEE SHEET 4 FOR NOTES Data 50- Trafflc Control Plan for A CHANGEABLE MESSAGE SIGN (CMS) SHALL BE POSTED 5 DAYS Pave Gas Main Trench IN ADVANCE OF THE WORK DATE. 1 CMS SHALL BE. POSTED AT P'ImCor&'r Band wSlodan! The Gas Company CALTRANS T-10 HWY. 111 & WASHINGTON AND 1 CMS SHALL BE POSTED AT TmfficCa�1De�,,y Ph" mss,, EISENHOWER & WASHINGTON. THESE CMS SIGNS SHALL SAY Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield "MAJOR TRAFFIC DELAYS, DATE TO DATE, USE ALTERNATE ROUTE. 3 of 5 2/19/10 To Be Issued on Approval A CHANGEABLE MESSAGE SIGN (CMS) SHALL BE POSTED 5 DAYS IN ADVANCE OF THE WORK DATE. 1 CMS SHALL BE POSTED AT HWY. 111 & WASHINGTON AND 1 CMS SHALL BE POSTED AT EISENHOWER & WASHINGTON. THESE CMS SIGNS SHALL SAY "MAJOR TRAFFIC DELAYS, DATE TO DATE, USE ALTERNATE ROUTE." LAKE LA_MINTA.DR. WASHINGTON ST. WALGREENS G30 AVE. 48 F-00— so &N -D ro 4 of 5 2/17/10 To Be Issued on Approval G20-2 . AS THE eo ° GRINDINGS ARE SWEEP UP AT NIGHT OR PAVING DONE (JUST COOLING) IN THE DAYTIME, THE CENTER LANE WILL BE REOPENED LEAVING THE RIGHT , r LANE CLOSED UNTIL THE WHOLE JOB 7 M°sr e '"°' IS COMPLETED AND ALL TRAFFIC CONTROL IS REMOVED. C-1 er Date Pertn9 r 4 of 5 2/17/10 To Be Issued on Approval RANCHO LA QUINTA C. C. A FLAGGER WILL BE NECESSARY TO DIRECT RANCHO LA QUINTA TRAFFIC AROUND THE EQUIPMENT AS WORK IS IN PROGRESS FOR THE CROSSING (TRAFFIC IS LIGHT AT THIS ENTRANCE) 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLS (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 5 CITY OF LAQUINTAAND/OR CITY OF INDIAN WELLS REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLAN 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 11' TRAFFIC LANE WIDTH AT ALL TIMES. G2a2 17. T 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. A FLAGGER WILL BE NECESSARY AT ANY DRIVEWAY AND RIGHT TURN LANES THAT THIS WORK CROSSES UNLESS THE DRIVEWAY CAN BE TEMPORARILY CLOSED WHILE THE WORK CROSSES IT, THEN REOPENED. 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 TRAFFIC RETURNED TO NORMAL. IF THE LANES . ARE REOPENED AFTER THE GRINDING BUT BEFORE THE REPAVING LEAVING UNEVEN PAVEMENT, THEN UNEVEN PAVEMENT SIGNS SHALL BE POSTED. 7. THE WORK HOURS FOR THIS CLOSURE WILL BE GRINDING: 8:30 PM TO 5:30 AM, PAVING: 8:30 AM TO -&WPM.. ALL TRAFFIC CONTROL DEVICES USED AT NIGHT SHALL BE RETRO -REFLECTIVE. EISENHOWER DR. '330 �M MUST W O m d O H 2 C1 ^ � 1 VIA BOLERO C-17 I=GATE W C0 WASHINGTON ST. LA QUINTA GOLF ESTATES 600' GATE AVD. MONTERO A CHANGEABLE MESSAGE SIGN (CMS) SHALL BE POSTED 5 DAYS IN ADVANCE OF THE WORK DATE. 1 CMS SHALL BE POSTED AT HWY. 111 & WASHINGTON AND 1 CMS SHALL BE POSTED AT EISENHOWER & WASHINGTON. THESE CMS SIGNS SHALL SAY "MAJOR TRAFFIC DELAYS, DATE TO DATE, USE ALTERNATE ROUTE." SAGEBRUSH LAKE LA—QUINTA DR. WAC -30 WASHINGTON ST.`'x 350' ony AVE. 50 C2o (CA) C-17 C2o MI CoNT(ZAcTok. To WcAle- *40m THr—SoJrN gND AVE. 48 kJ � >cnro,AT EONT )R T G2a2OU+H.AS THE uYw ° ono o GRINDINGS ARE SWEEP UP AT NIGHT OR PAVING DONE (JUST COOLING) IN t F THE DAYTIME, THE CENTER LANE WILL BE REOPENED LEAVING THE RIGHT LANE CLOSED UNTIL THE WHOLE JOB IS COMPLETED AND ALL TRAFFIC CONTROL IS REMOVED. C-17 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLS (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 QUINTAAND/OR CITY OF INDIAN WELLS REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLAN 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 11' TRAFFIC LANE WIDTH AT ALL TIMES. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. A FLAGGER WILL BE NECESSARY AT ANY DRIVEWAY AND RIGHT TURN LANES THAT THIS WORK CROSSES UNLESS THE DRIVEWAY CAN BE TEMPORARILY CLOSED WHILE THE WORK CROSSES IT, THEN REOPENED. 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 TRAFFIC RETURNED TO NORMAL. IF THE LANES ARE REOPENED AFTER THE GRINDING BUT BEFORE THE REPAVING LEAVING UNEVEN PAVEMENT, THEN UNEVEN PAVEMENT SIGNS SHALL BE POSTED. 7. THE WORK HOURS FOR THIS CLOSURE WILL BE GRINDING: 8:30 PM TO 5:30 AM, PAVING: 8:30 AM TOPM.. ALL TRAFFIC CONTROL DEVICES USED AT NIGHT SHALL BE RETRO -REFLECTIVE. 3-30 P.rn. z�y � P: NO SCALE RWwW By Date speed Umft 50 Tmfric Cm*01 Plan for Pave Gas Main Trench Pdme Contmcbr Bmd on standwd The Gas Company CALTRANS T-10 Tmffle Control Design by Phone Pmpmed By Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield Sheet Nmbw Data PenNt Number 5 of 5 2/17/10 To Be Issued on Approval RANCHO LA QUINTA C. C. G20.2 KEEP --b- RIGHT -,RIGHT .EISENHOWER DR. W 0 m Q 0 s v a The Gas Company - November, 2009 Dear Customer: NOV 17 2009 PUBLIC WORKS Previously we have been able to keep the gas mains that deliver gas to you and your neighbours in good condition by making occasional minor repairs, but now they. need to be replaced with new pipe to assure their continued safe operation. This project is being completed so that our customer's gas supply is met through out the winter. Night Work Location: Washington St. b%w Hwy 111 and Simon Dr. Working Hours: 8pm thru 5pm, Sunday / Monday thru Thursday / Friday Dates: Nov 12, 2009 thru Nov 23, 2009 Day Work Location: Washington St. b/w Simon Dr. and Eisenhower Dr. Working Hours: 8:15am thru 3:30pm, Monday thru Friday. Dates: Nov 30, 2009 thru Jan 15, 2010 It will be necessary to excavate in the street. We will make certain that you have access to your property at -all times. Much of the work is done by licensed contractors, so it is possible that one of them may be on this job. If you have any questions concerning this work, we will be more then happy to help you. This project is scheduled to begin 11/12/09 and be completed by 1/15/10 Contractor m . ARB, Inc. Contractor Contact Jeff Mjelde 949-454-7188 — Office 949-735-0598 — Cell After Hour Contacts Ed Ayala 949-254-0529 — Cell George Jaggard 760-250-5629 — Cell Sempra Energy® City of La Quinta Attn: Rod Duran 1981 Lugonia Redlands, CA 92373 RECENED SEP 3 0 2009 Development Services September 29, 2009 Re: Letter of Self -Insurance Work Request Numbers: 1826003 & 1826016 Dear Mr. Duran: Lolda Morrison Risk Management Administrator INA 100 Sempra Energy Risk Management 101 Ash Street (HO 5B) San Diego, CA 92101.3017 Tel: (619) 699-5010 Fax: (619) 696-4464 Imorrison@sempra.com Southern California Gas Company ("SCG") is permissibly self-insured by the State of California for automobile liability and statutory workers' compensation requirements. SCG self -insures physical damage losses to property owned, leased or for which SCG has assumed responsibility. In addition, SCG is self-insured for third party bodily injury and property damage liability arising from its operations. Above this level, excess layers of insurance are in place. Any claims resulting from our operations may be referred to Sempra Energy Utilities, Attention: Mike Moreno, Claims Manager, 555 W. 5th Street, Los Angeles, CA 90013-10.11. SCG trusts that this will meet your insurance requirements and thanks you for your cooperation. If you should have any questions, please do not hesitate to contact me. Sincerely, By its duly authorized agent, Sempra Energy Loida Morrison Risk Management Administrator cc: K. Champion .,,.<r, ;.� ...�. w. ,...,�� �,.;, _ :_... ..�l.r ECEYED 0 C T 0 b 2009 Southern cartfornia Gas CnmPeny' A Sempra Energy'otiiity v Date: 10/5/09 To Danny Valenzuela .5owhern C difomia Gas Company 1981 W. Lugonia Avenue Redlands. CA 92374-9720 Mailing Address: M Box 3003 Redlands, CA 93373-0306 I would first like to thank you for you participation and attendance at our bid walk regarding the installation of our new pipeline in your area. The Gas Company realizes the importance of working together to meet the needs of the City of La Quinta. I have one area of concern that. I would like to request to your assistance. Our plan is to cut and bore most of this project to minimize the asphalt repairs. As you know, it may be difficult to meet the Cities requirements to replace kind for kind rubberized asphalt. This due to the amount required and manufacturing schedule. I would like to request that if the rubberized asphalt is not available, that the City of La Quinta makes an exception and allow us to use regular A.C. Thank you for you time and consideration. Frank. J. Vargas Technical Service Supervisor Redlands 909 335-7561 2009 JANUARY 2009 S M T W T F S 1 2 3 4 5 6 7 8 910 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3031 2009 FEBRUARY 2009 S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2021 22 23 24 25 26 27 28 2009 MARCH 2009 S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2021 22 23 24 25 26 2728 29 30 31 2009 APRIL 2009 S M T W T F S 12 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 19 20 21 22 23 2425 26 27 28 29 30 2009 MAY 2009 S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 2930 31 2009 JUNE 2009 S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1920 21 22 23 24 25 2627 28 29 30 2009 JULY ' 2009 S. M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 2009 AUGUST 2009 S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2829 30 31 2009 SEPTEMBER 2009 S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13"14 15 16 17 18 19 20 21 22 23 24 2526 27 28 29 30 2009 OCTOBER 2009 S M T W T F S 1 2 3 4 5 6 7 8 910 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3031 2009 NOVEMBER 2009 S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2021 22 23 24 25 26 27 28 29 30 2009 DECEMBER 2009 S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 P1 IR 0 \-1 N A o X3 KS ARB, Inc. .26000 Commercentre Drive, Lake Forest, CA 92630 949-598-9242 • www.arbinc.com _ J N S Pi Page 1 of 1 Amy Yu From: Tim Jonasson Sent: Thursday, November 05,. 2009 9:32 AM To: 'Vargas, Frank' Cc: Visconti, Robert A.; Fern, Michael; Marrero, Zandra; Amy Yu; Bryan McKinney; Ed Wimmer; Leonard St Sauver Subject: RE: La Quinta Project - Proposed Construction Schedule Frank — We tentatively agree to this proposal and will issue an encroachment permit.with night work required for the work between highway 111 and Simon which is to be finished by Thanksgiving. The remainder of the work on Washington will have to be done between 8:15 a.m. and 3:30 p.m. subject to change the third week in January for The Hope golf tournament. We may have additional conditions from my construction division on your traffic control and hours of operation and all work is subject to change if we start getting complaints from business owners and/or residents. Please see Amy Yu for the permit and fee. A separate permit will be required for the abandonment work next summer. Thanks. Tim Jonasson, PE Public Works Director/City Engineer City of La Quinta (760)777-7042 tjonasson@].a-quinta.org From: Vargas, Frank [mai Ito:FVargas@semprautilities.com] Sent: Tuesday, November 03, 2009 3:42 PM To: Tim ]onasson Cc: Visconti, Robert A.; Fern, Michael; Marrero, Zandra Subject: FW: La Quints Project - Proposed Construction Schedule Tim I reviewed the Cities concerns with the contractor and they put this schedule together. This schedule will get us past Simon Street prior to Thanksgiving. Then we would we do the portion south of Simon after Thanksgiving. The Gas Company is willing to pay the additional cost to do all of this work at night, but still would like the City to allow day work on the'south end of the project where the Regulator Station will be installed and the joint trench will be impacted. This will significantly reduce the cost to our rate payers. All intersections are going to be bored. No street closure or driveways will be impacted through any of the project. We also need to do an abandonment of the existing line and that will take place back at Washington Street. We can delay the abandonment portion until the Summer of 2010. Delaying the abandonment will assist us in expediting the project and will allow us to get out of the area of concern at the same time that your signs are currently showing for the completion of your project. Thank you for you assistance with this project. Frank J. Vargas Technical Service Supervisor Redlands 909 335-7561 From: Ben Waid [mai Ito: BWaid@a rbinc.com] Sent; Tuesday, November 03, 2009 2:16 PM To: Vargas, Frank Subject: La Quinta Project - Proposed Construction Schedule Frank, The attached file is our tentative construction schedule for the La Quinta Project. ARB has based our schedule on having the Pre - Construction Monday, November 9, 2009, this will allow to start work in the area of concern, (HWY 111, and Washington Street south to Simon Dr.) Monday, November 16, and have all related 6"inch Steel Main installed just past the south property line of Simon Drive by November 23, 2009. ARB foresee no issues finishing the work in this area by the required date based on our proposed start date. Call me if you have any questions or concerns. Ben Waid ' ARB, Inc. Chief Estimator Gas Distribution 949465-7318(Office) 949-678-1715(Cell) 11/13/2009 F Construction Schedule Southern California Gas Company - WOA 80389 & 80390 Washington Street, La Quinta ID Task Name Duration Start Finish Nov 8 '09 1 Nov 15 '09Nov 22 '09 Nov 29 '09 I Dec 6 '09 1 Dec 13,'09 Dec 20.'09 1 Dec 27 '09 Jan 3 '10 Jan 10 '10 Jan 17 '10 I SMT IWITFSSMT WITFSSMTWTFSSMT WITFSSMT NVITFSSMTWIT FSSMT NVITFSSMTWTFSSiMTWTFSSMT [WIT FSSMT WITFS 1 Pre Construction Meeting & Mobilization 2 days Mon 11/9/09 Tue 11/10/09 �_•:= l ; 4 1 { r E { = _::�:--�. �..-- +.::.« -i., f:.�:-,.��ss: sem.- .�..� �� W�•u .A �.-- 2 Install Main - Simon Drive to HWY 111 i 8 days` Thu 11/12/091 Mon 11/23/09r:Y:-� 3 lMain and Service 29 days! Tue 11/24/09 Thu 1/7/10 Ilnstall I I } ( 3 y:`: = s em - =a�-lam»• _=; _ i } III 4 Install Regulator Station 1 9 days) Mon 12/7/091 Thu 12/17/09 i i j• �- 5 Install Pickle Line 3 days Fri 1/8/101 Tue 1/12/10 Tee -in, and Gas Up� st, Ti Abandon Main and Regulator Station- 3 days 2 days° —Wed 1/13/101{�+"JF�i `Mon 1/18/10 1/1.5/10 Tue 1/19/10 6 7 8 1Clean Up and Demobilize 1 day Wed 1/20/10 i Wed 1/20/10 , r j 0-0 Project: SCG 80389 and 80390 Task Progress Summary - External Tasks - - - -- Split b Date: Tue 11/3/09 Split Milestone ® Project Summary External MileTask Page 1 ' F R r P.O. Box 1504 LA QUINTA, CALIFORNIA.92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 November 12, 2009 Frank J. Vargas Technical Service Supervisor. Southern California Gas Company P.O. Box 3003 Redlands, CA 92373 Dear Mr. Vargas: (7 60) 777-7000 FAX (760) 777-7101 have received your letter dated October 8, 2009 requesting permission to work outside of the construction hours established by La Quinta Municipal Code Section 6.08.050, on Washington Street from Highway .111 to Simon Drive. Exception 2 of the above-mentioned code section allows the issuance of an early work.permit under certain specific conditions. It is our determination that a sufficient need exists due to the need to perform the installation 'of a new gas main, with minimal traffic congestion. Therefore, an early work permit is hereby granted under the "long process material" provision of the exception, subject to the following conditions: 1.^ This permit ' is only valid for work to install a new gas main on Washington Street from Highway 1 1 1 to Simon Drive from 8:00 p.m. to 5:00 a.m. on November 12, 2009 to November 23, 2009. 2. Work shall only be performed on Sunday nights through Thursday nights.. Work hours shall start from 8:00 p.m. and all lanes shall be opened no later than 5:00 a.m. 3. Work hours are subject to change depending on traffic conditions. 0 Page 1 of 2 4. The work allowed. under this early work permit is limited to the installation of a new gas on Washington Street from Highway 1 1 1 to Simon Drive. 5. This permit shall be revoked upon. receipt by the Public Works Department of any citizen complaint of construction noise occurring during the extended hours granted by -this early work permit, or upon violation of any condition of this early work permit. All work not specifically included in the terms of this early work permit shall be performed only during code -established construction hours or by a separately issued early work. permit. Sincerely, f Thomas P. Genovese City Manager Cc: Timothy R. Jonassori, Public Works Director/City Engineer Bryan McKinney; Engineering .Services Principal Engineer Tom Hartung, Building & Safety Director La Quinta Police Department Fire Department Page 2 of 2 T4'it 4 4d%w MEMORANDUM TO: Thomas P. Genovese, City Manager s FROM: Bryan McKinney, Engineering Services Principal Engineer 1,:r� VIA: Aothy R. Jonasson, P.E., Public Works Director/City Engineer DATE: November 12, 2009 SUBJECT: Request from the Southern California Gas Company to Work Outside of the Code -established Construction Hours on Washington Street from Highway 1 1 1 to.Simon Drive Attached for your signature is a letter authorizing the Southern California Gas Company to work outside of the construction hours starting at 8:00 p.m. to 5:00 a.m. on November 12, 2009 to ,November 23, 2009, Sunday nights through Thursday nights only. The Southern California Gas Company will be installing a new gas main on Washington Street from Highway 1 1 1 to Simon Drive. It is necessary to perform the work at night to minimize the impact on the residents and businesses in the area and to minimize traffic congestion. If this early work request is approved, please sign the attached approval letter and return to. Public Works for final distribution. Please do not hesitate to contact me if you .have any questions or require further clarification. T:\STAFF\Yu\Night Work\2009\11-12-09 Gas Co Night Work Request on Washington to Tom G.doc southern Cardarnia Gas Compaay A SenIpra energyu:aity RECEIVED OCT ®p J �oOp SoulbemC'bliromia WOl QL% Ccxripany 1981 W. Lugonia Avcnue Development Services Redlands. CA 92374.9720 Mailing Addiess: PO dux 3003 Redlands, CA 92373-0306 To: City of La Quinta From: Frank Vargas (Technical Service Supervisor) Date: October 8, 2009 Per the Cities request for a letter of intent to work at night in the intersection of Hwy 111 and Washington St. The Southern California Gas Company is agreeable to these conditions for this section of our project. Our preference would be to work from 7:OOPM to 4:00AM ' Thank you for your assistance. .l Frank J. argas . Technical Service Supervisor Redlands 909 335-7561 A i 0 i XIST.CURB/GUTTER D c I RELOCATE EXISTING R26S SIGNS TO 5' OFF NEW EDGE OF PAVEMENTEat O 3r a o S t iPROPOSED EDGE OF PAVEMENT to CO 4 s. wLLI 5 S Cw 50'- = i. ANDBLAST EXISTING STRIPING BN 190' 113 LLI— — -49 ..... _ — -u.cn - -u.Gl - -ni.cn - CC '� — . O'PAROBOLIC R CW SO' SW n _ — — — — — --- — — — — — — — — — — — EL — — — — — — — — — — — — — — — — —_ — — — — LAI U) g.. J -- H 11, It X 100' 200' R21451 Q p a II 48TH AVENUE - (SEE SHEET 5 OF 6) o w - I O ROPOSEDEDGEOFPAVEMENT HSTRIPING FOR SOUTHBOUND TRAFFIC PER CITY PLANS O = EL in 1 r l or — — — — — — — Sy/ — — — — -- -- P. PER CITY PLANS (� c a It s OL OL 2 ; - STRIPING BY OTHER F- c S I - m �• Z � — — — — — SW _. _ _ __ w O• 10 W JI1 LL 50• J _ K Q W O _ J i100' 200' D STOP SN W 100• -1 200' Q I I seALe 1• - .o• V I IA MARQUE SA C. �d s n — — ED c STRIPING FOR SOUTHBOUND PER CITY PLANS I� — — — — — — — --------- ------------------ — LEGEND N - 12' WHITE �STRIPING BY OTHERS DY - DOUBLE YELLOW (22) ,_ _ KT EL - 4' WHITE EDGE LINE (27A) .I W � --~ --- -- --- --- -- SW - SKIP WHITE 112) J CW CONTINUOUS 4• WHITE L3 EL — _ n 'AO�TI 2W TWO-WAY LEFT TURN (32) -------------- Cw50• — — — — — — — — — — — — BW - B' WHITE 1381 Sa 245._ 6B BSKIP WHITE (37) BW Sao' � piEssrp„— — 1 — — — — — — — — — — — ' CITY of LA OUINTA 24•� Plan Sot N0. `Q y� w 1 - TYPE IV TURN ARROW y�• ^' _ _ - - - - - W SA - 'STOP AHEAD' LEGEND (1 - INDICATES DETAIL PER CALTRANS STANDARD R2 1► R2 6S RI 40 PLANS A20 -A• A20 -B AND A20 -C. (.'f C 26S C 100' 100' 395' 4 - SIGN ON POST PER CITY STANDARD Al1T� . 3 —Z 6r. s. 1 . 40• 4 H A_ NUE S s REVISIONS APPROVES DATE BENCH PD -3 -SW ELEV. 116.984 MA NIERO, SMI SP SKA ENGINE R NG AgD � T� DIRECT SUPERVISION of R.C. . "I sN ar VED er CITY OF LA oUINTA SHEET CD = e W ' MARK wcs CITY OF LA OUINTA, CALIFORNIA E1 S 1 - A JOINT VENTURE y��,/� - C OCATION sI6NAT1mE Ie707 SIGNING AND STRIPING PLAN OF F $ 1• I.P. MITN CO. TAG I„ NON. JB ^ ' C13WNEI'L A 0 IN N I ON OF 7-j 7pHW Z MaY STYE 301 WARREN C. SIECKE /.1i/� .C. EXP. DATE WASHINGTON STREET hV PALM SPRIN65. CA 92262-7066 (619) 320-9811 EXP. DATE 6/30/93 WCS 32740 6/30/94 47TH AVENUE TO 48TH AVENUE SHEET' WASHINGTON ST.6TRIPING PLAN - SHEET 2 - 180010. 721 PF: 765 1990 19 -Mer -90 10:22 AN / 766- 4, w _GE_OF: Pi �NT ..... - - - - - - - - - VETH + w- I 4 ZF Tv- fj- t7. A T 4 ------ ------ ...... ------ Lj A. - . . . . 41 4 2 L u t 1:21 it J -Jq� z . . . T-1 :71- i -4 TSTI is jW ST. M _LF4 PAY L 17 t A wc R I- -A- I� P. 1; V. -ar-ir-I I I T d, _4� t 4- 4 L - 2 L 2 .17 L 0 E I N �tl` 0' Lu 4 F 7:vim; E,�ST_f EST I I _P;kV :M`..Nr-6-MEIII4N I t - 7- -f! 4=k - -1., - -i i - - � S.. IN[ w V 48 .7- qF I �q-J.- _j % g++1 + T - _T 4-1 4 7w- p' __751 7 j- 'ji j 1 1 "it 4 1 i- i-4 J T 1- `ur 1-2 j 1- L : '. . ; - z ll ; I , I I i 4- 8ASI E!!p + 1. U mc, zcPT L XI! N -1 4- �; I ! _! -V - _j I --I- � -t -1 1 i A. -4 *Gf" Li + t I L J�_ L11 YEFITIC�L::_ �EMENIT IDE ONLY __L4_ 1-171 _j_ j, 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 W STALL ADDITIONAL 14' PAVED IN EX. SIGN EX. SIGN LANE AT CITY OF LA OUINTA'S EXPENSE. -EX. SIGN A. -EX. SIGN EX. cf) 7 59.74 TP 60.36 p 59.89 �T, 5'... TP 0.27 _Lp I LLJ Q tr-- C/L MLEIRMT- 2 DGE EX -1-4/4!. B"SS-Mr. OF PA EMENT FLUSH. RCE 9503 ... ... . .. LLJ '4DI;OO 109400 12 .0 EX. TEL M. . ...... 'to HIS q�EX. TEL. M.H. -EX. SIGN EX. P.P. EX. SIG INSTALL 0-21- CARRIER PIPES W/CAPS & LOCATION MARKERS 60 UI IpNG;1ALL 2" ELECTRICAL �O AT EA. END. F Ag FUTURE TRAFFIC S1 A T1FO 60.80 - 3 fit '10f LA. QUI t7•�j an Se! No �., 0030 DATA Al- - 4- ZZ-7FCALE �r.0 VIA MARQUESSA DATA CONSTRUCTION NOTES I LJ i z %q� E SSIO*, 41 PROPOSED RETENTION BASIN ~ Cy BOTTOM. 4.60 _j vtT S. 0 WATER SURFACE - 56.75 TORAGE VOLUME - 11.740 CF. STORAGE 0 -TA,- I RADIUS LEN./DIST. TANGENT DELTA/BEARING TANGEwr CONSTRUCT 6' TYPE 'D' P.C.C. BARRIER CURB PER INSTALL 4.5" A.C. PAVERIENT OVER S* CLASS It SEE SHEET 14 L) 126401 "'A SSL,71249.16 - 2 Do RIV. CO. SM. 204 . AGGREGATE BASE. 0 05, 03, 33 117.29 CARRIER PIPES 11. 44'31' 2700.00 553.33 277.64 00, 00" 6.00 18.85 Q CONSTRUCT 8- TYPE -A-8* P.C.C. CURB 6 GUTTER CONSTRUCT B*WIDE P.C.C. MEANDERING 11DEIALI PER, 100' R INSTALL ORYWELL. IDES STORM GRAIN PLANS FOR DETAILS) RIV. CO. STO. 401 MEE LANDSCAPE PLANS FOO INSTALL STREET NAME SIGN PER RIV. CO. 510. 816. C • 117.12,3" w 327.39 11'10'27' DETAILS LAYOUTI,_ I W/CAPS & LOCATION MARKERSQ 3a AT EA. END x CIVIL \Q' INSTALLNSTRUCT ACCESS RAMP PER RIV. CO. 4 INSTALL STANDARD 30' STOP SIGN. fTH 12- STOF 0 11'09'43' 2700.00 525.S9_i63 83 11-44'31* 1�2-00 .17 278.56 PAT' 0"Y* A.C.AiCA.C.PAVEMENT CONSTRUCT P.C.C. GUTTER DEPRESSION FOR CATCH INDICATE EXISTING A.C.ACPAVEMENT 0 0' 23'00'W 1248.64 11-44'31' 2691.00 551.413 276.71 REMOVE EX ST... A. lq� BAR. IMPERIAL IRRIGATrorj DISTRICT TO LOWER AND RELOCATE EXISTING POWERR POLES THEY FEEL 01-58'11* 501.92 - MOVED. 250.9i p . 0-23'00'- 889.99 6 GRIND DEPTH IN EXISTING A.C. PAVEMENT TO ALLOW BASIN PER RIV. CO. STD. 311 CASE 'C'. 90�� TO BE RES NECESSARY. NOTE ALL SSAR EXISTING TRAFFIC REGULATORY SIGN 70 BE F 14600.00 F It • 01.33*11*E 40�.ot " W230006w 1171.02 1 COMPLETE JOIN WITH NEW A.C. PAVEMENT OVERLAY. I& CONSTRUCT P.C.C. UNDERSIDEWALX DRAIN [PER DETAIL INDICATES INSTALLATION OF A.C. 89-10,08, 35.00 54.47 34.50 1 A 11@09:43- 524.24 262.95 SAW CUT EXISTING A.C. PAVEMENT TO ALLOW SMOOTH ON SHEET 39 OF THE STREET IWROVENINT PLANS) . PAVEMENT OVER CLASS 2 AGGREGATE 62"Oo LOCATED 04 DISPOSED OF 0 CITY OF Q!JGNTA*S THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SMALL DETERMINE THE EXACT ALLCEREXINTtl4k UTILITY PULL BOXES AND LES 1 93'30'16' 0 BASE. I 37.2J 5 11-09'43* 2709.00 527.75 .71 IOIN WITH NEW A.C. PAVEMENT. CONSTRUCT STORM DRAIN INTERCEPTOR (SM STORM C1111I.ATE OR AI=. LOCATION ARE BE RELOCATED. LOWERED. 'S D ATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE T NECESSARY TO ACCOHADATE ULTIMATE STREET DESIGN. AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH 04.00-14- S. DMIO PLANS FOR DETAILS) . INDICATES INSTALLATION OF A.C. F777 `7 OVERLAY. 7 ALLGEXISTrmG IRRIGATION STRUCTURES ARE TO BE MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND REM VED. PRESERVE ANY AND ALL UNDERGROUND UTILITIES. REVISIONS APPROVED DATE 13FRNUH E.584' MARK MAINIERO, SMITH/SPISKA ENGINEERING A J 0 1 N T V E N T U R E Od!&-EOf716__ __ BANK OF PALM SPRINGS CENTRE 777 E. TAHOUITZ WAY . STE 01 3:10-qR" PALM SPRINGS CA 92262-7066 (619) 320-9811 PREPARED UNDER THE DIRECT SUPERVISION OF SIGNATURE &AIAZJL� R.C.E. NO. 26401 BEST P' S' F . C -URCK CITY OF LA QUINTA, CALIFORNIA _L_ARE___ SHEET OF 39 A., ACBRECIELUM199f,112ILMY9 •IA ADDED 2 CO.IT FOR 0,06 FUTURE TRAFFIC SIGNAL LOCATION I* I.P. NITN CO. TAG r MON. N WELL AT THE INTERSECTION OF AND WASHING ON ST. MILES AVE. T GUINTA - STRE IMPROVEMENT PLANS WASHINGTON STREET STA. 106+00.00 To 10+00.00 TRACT NO. 24M BEIM A SUBDIVISION OF A POR. OF SE QTR. SEC. 30, TSS. R7E. S.B.M. ._-1111.1.1 - - __ I .- - -1 1- 1 � - 1- 1 11.11 -11 1-1 --DNTE--- CITY =1 - 0 R.Sy 32740 Z_eo_ rp - 4, w i I- 21:JrVV =01vu JFTVA/ �oTvv . Ava vv ivy vv +V.. vv +..�•.... +...+ .... +,..+ .. ©J AFTER SEWER FORCE MAIN HAS BEEN CONSTRUCTED GRIND ONO' DEPTH IN EXISTING A.C. PAVEMENT AND PLACE 0.10' OVERLAY TO ALLOW COMPLETE JOIN WITH NEW A.C. PAVE- MENT. INSTALL ADDITIONAL 14' PAVED m LANE AT CITY OF LA OUINTA'S EXPENSE EXISTING 8' CURB - _ _ _ _--- I ,>/Om EX SIGN -EX. GIG. / EX. SIBN EY. rAND GUTTER -- _ c7Jj.'.9 _ _yi ��__ ______� _._ _ .. ._ _. _—.___..__—___..__—__-` -_______ t � L l .i -'__. �i ` ...EX. Gisn a•. _—'11.8_ �. _i�. J._ __ _ __ �+\.� "y.> y TP 59.20 5 - � W _ _ _ _ _ _ _ _ _ _ _ -- _ _ _ _ _ _ _ } D .1m TP 58.94~ TP38:21 TP 59.36 TP S (l.l }_ _ - — _ _ `�� —PR PO6 SED EDGE OF'77 Im I = gnm- _— — —_ — — __ —_ _ > t _ _ —_ .—_ ___ _ _ — _— —_L'iW c" ` .1 ','w i' �1A1?N • —_ _ PROPOSIFO EDGE OF TMa. 9400 96+00 97-00 ! 931 \ , SU L; OZHR� ��S0�2W0\ `103 G\ \ 104+90 Y.x \• SG540 - Ex 1 111 �iPTON TP 39 G 7 ! e iJASHINGTON �' _�C�-"$TREET EX. 9IGn 0_5' IN MGI* MEL I T _ _ _ _ e — — _ _ _.— n.r __....y, e Al.) _ _ _ _ _ _ _ 1 — Z __ - 7, • •'. INSTALL 3" ELECTRICAL CONDUIT ��� ® ,. " ;sSI • 3:1 1 EX. P.P. 'I X. P.P.— WIPULL WIRE. CAP b LOCATION TRACT NO. 24545-1f �{{1 b Gess I I m / — INSTALL 2" ELECTRICA THE PYRAMIDS E \ _�� c \ n� ' / ` ' e CONDUIT FOR FUTURE 1 INDICATES EXISTING AC PAVEMENT TO BE REMOVED .� _ _ v m TRAFFIC SIGNAL I ••1 oI m �\ �„• 1 \ TRACT N0. 242 0 �� LAKE. LA O�IINTA o INDICATES INSTALLATION OF A.C. PAVEMENT OVER \ \ ♦ 1 PROPOSED ENT ION BASIN / BOTTOM 53.901--- MZ ti •SIIO_ _ CLASS 2 AGGREGATE BASE. �II \ FJtEtya, �.. ._/ 4 _ OINDICATES INSTALLATION OF A.L. OVERLAY I I J `—� TT 0100 W EM R SURFACE .37.09 J 1 INSTALL BUS STOP ` D 48th AVENUE SEE SHEET II FOR CONTINUATION STORAGE VOLUME . 10.210 CF. SEE SHEET 11 OF RETENTION BASIN SIGN NO. R7-SC7 U -23'00'W —EX. P.P. 2 !1!111) Plsn $a! No \.._ . _j: -- �. 9Uo3a . s a - L) INSTALL 'BUS STOP' SIGN 4 �Q�OkES p9i ---- -- INSTALL BUS STOP ��"' bgRT S SHELTER PER CITY OF LA 011INTA STD. 12 12 12t>401 1' m� :T1 EtP 1181 NL . ,1, 1 'ATF OF NOTE THE LOCATIONOF EXISTING UNUERGRDUND UTVLITIES AHE SHOWN IN AN APPROXIMATE NAY ONLY. THE COMTRACTCF; SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 14HICH MIGHT BE OCCASIONED BY HIS FAILIIHE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. �9 CONSTRUCI ACCESS RAMP PER RIV. CO. STO. 403. INSTALL STANDARU 30 STOP SIGN. KITH 12 STOP BAR. CONSTRUCTION NOTES NO. REVISIONS APPROVED DATE _ _ -- OD 'CONDUIT FOR FUTURE TRAFFIC SIGNAL Efi NV 9//C/R7 . ._...— —� 1O CONSTRUCT 6' TYPE 'D' P.C.C. BARRIER CURB PER ®0. CONSTRUCT V.C.G. GUTTER DEPRESSION FOR CATCH SCALE: l - 40' RIV. CO. STD. 204. BASIN PER RIV. CO. SIG. 311 CASE 'C'. SHEET 2 of 39 SH S N1. <. / (� CONSTRUCT B' TYPE 'A -B' F.C.C. CUNB G GUTTER CONSTRUCT CONSTRUCT P.C.C. UNOERSIDEWALK DRAIN (PER DETAIL NOTE PER RIV. CO. STC. 201/�, ON SHEET 39 GF THE STREET IMPROVEMENT PLANS). IMPERIAL IRRIGATION DISTRICT TO LOWER AND RELOCATE EXISTING POWER POLES THEY FEEL g REMOVE EXISTING A.C. PAVEMENT Ia CONSTRUCT F.C.C. DRAINAGE CHANNEL (SEE SHEET 39 NECESSARY. 7 SAW CUT F.XISTINI6 A.C. PAVEMENT TO ALLOW SMOOTH OF STREET IMPROVEMENT PLANS FOR DETAIL) ALL EXISTING TRAFFIC REGULATORY SIGNS TO BE JOIN WITH NEW A.C. PAVEMENT. ®' CONSTRUCT STORM DRAIN INTERCEPTOR (SEE STORM RELOCATED OR DISPOSED OF AT CITY OF LA OUINTA•S DISCRETION. O INSTALL 4.5' A.C. PAVEMENT OVER S' CLASS II DRAIN PLANS FOR DETAILS). ALL EXISTING UTILITY PULL BOXES AND MANHOLES AGGREGATE BASE. INSTALL OMYWELL. (SEE STORM UMIN PLANS FOR DETAILS). ARS TO R RELOCATED, LOWERED. OR RAISED ASY TO ACCOMMODATE ULTIMATE STREET DESIGN. F¢CfS3A © CONSTRUCT S' AIDE P.C.C. MEAI40ERTN6 SIDEWALK PER RI CONSTRUCT 6' PCC BUS TURN -OUT. ALL EXISTING IRRIGATION STRUCTURES ARE TO BE REMOVED. CO. STD. 401. (SEF LANDSCAPE PLANS FOR OETAILS LAYO 1 INSTALL STREET NAME SIGN PER RIV. CO. BID. 016. —EX. P.P. 2 !1!111) Plsn $a! No \.._ . _j: -- �. 9Uo3a . s a - L) INSTALL 'BUS STOP' SIGN 4 �Q�OkES p9i ---- -- INSTALL BUS STOP ��"' bgRT S SHELTER PER CITY OF LA 011INTA STD. 12 12 12t>401 1' m� :T1 EtP 1181 NL . ,1, 1 'ATF OF NOTE THE LOCATIONOF EXISTING UNUERGRDUND UTVLITIES AHE SHOWN IN AN APPROXIMATE NAY ONLY. THE COMTRACTCF; SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 14HICH MIGHT BE OCCASIONED BY HIS FAILIIHE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. �9 CONSTRUCI ACCESS RAMP PER RIV. CO. STO. 403. INSTALL STANDARU 30 STOP SIGN. KITH 12 STOP BAR. NO. REVISIONS APPROVED DATE _ _ -- OD 'CONDUIT FOR FUTURE TRAFFIC SIGNAL Efi NV 9//C/R7 . ._...— "ENC PD -3 -IW ELEV. 116.6114' MARK MAINIERO, SM TH SP S A NG N R NG A J O I N T V E N T U R E ----- - - DEYY-lOPMEM I LL EN6INEEPIH9 . 6UNYE'ITN6 "—OiAf-E"—T BANK OF PALM SPRINGS CENTRE 7T/ E. TAHOUITZ WAY . STEN 301 PALM SPRINGS. CA 92262-7066 (619 320-9811 PREPARED HOER THE DIRECT SUPERVISION OF .C.E. 0. zsaul SIGNATURE I /�8�90 I P S. . F. C. PPROVm B _, _ " CITY OF LA OUINTA, CALIFORNIA ---'-- �A -Ld 307N7�-S7FiEET TMPAbVEMEiJT" _ WASHINGTON STREET STA. 95+00.00 TO 106+00.00 TRACT N0. 24230 BEING A SIBDMSIOM OF A POR. OF SE DTR. SEC. 30. 75% R7F_ S.B.N. ., .�+u..N .. eci-.. n_e 1. ..�_u .. - <wl . u •. . u /oA o- 3n N SHEET 2 of 39 SH S N1. <. / LOCATION 1' IP. NrTH CO. TAG IN NON."-' WELL AT THE INTEPSECTION OF MILES AVE. AND WASHINGTON FT. REVISED CONSTRUCTION AT A.T. AVENUE INTERSECTION S N 9/12/90 I� I -RL'FK I R . S . __ A E— 32740 2-2 -90 ADDED A.C. PAVEMENT OVERLAY 9/21/9 ------ 1 r. L I L R/W R W Ln20 6 4 V: PER 1• llsff NOITED. SES GUTTER WM'RE SECTION "A" N.T.L- R/,W R/W 29. 0' 8' TR I I 1 I I 7 2 2SEET . 2-� SECTION "B" VIA MAROUESSA X R/W ALTA LOT LIKE .Slt 47th AVENUE ¢ PROJECT - 11 II i SITE YZ PER P 2 �- I /.l Y.' PER I• ` SECTION "C" NOTE: THE SIDEWALKS NOT TO BE CONSTRUCTED ON THE FOLLOWING STREETS: • J VIA ZURICH, VIA OPERA. VIA JARDIN. VIA NICE, VIA FIRENZE. VIA MONTESSA, VIA MONTIGO, VIA MONTANA. VIA CORDOVA. VIA NORDIN• VIA RAVOOIA, VIA ORVIETO• w VIA LOMCA, VIA ANTIBES, VIA SOLID. ON VIA TRIESTE THE SIDEWALK IS TO BE BUILT ADJACENT LOTS 47 THRU 74 AND LOT 113 ONLY. VI 60' LOT LINE 36' STREET NAME LAKE SIDE COVER SHEET >• I I WASHINGTON STREET z• 11 11 I WASHINGTON STREET 77l/7"7r, �yL 2� 2 WASHINGTON STREET 47th AVENUE 47th AVENUE 4 USE B' CURB i GUTTER WHERE SECTION "D" 47th AVENUEADAMS STREET NOTED, SEE i_AN9 DULCE DEL MAR &VIA FLORENCE I ADAMS STREET •T� ADAMS STREET R/W R/W 48th AVENUE 48th AVENUE A. 2 24' 17 2:1 OK PERIMETER WALL WHERE NOTED SECTION "E" PLANS) 47TH AVENUE KTJ. R/W 110' 2:1 ►A% 6' �7: CN3 �' "SECTION "F" Z 48TH AVENUE 9TRUCT 6' MO. BLOCK K�- METER V11: -L WHEA[ NOTED ... _ _... 2:1 MAX I- Y SECTION "G" ADAMS STREET NGT.& GROUND- 2:1 N i© • F •T• CONSTRUCT DRAINAGC- SWALE TERNATE SECTION 810 I MAX -qn O' SECTION "H" PAVING NOTES IN THE CITY OF LA QUINTA, STATE OF ' CALIFORNIA A ' ' TRACT -NO. 24230126152 1. ALL UNDERlVi01//0) FACILTIES INQWING LATERALS SHALL BE IN RACE AND TRENCHES COMPACTED AMO TESTED PRIOR TO PAVING 2. ALL EXISTING IMPROVEMENTS INCLUDING CURB ANO GUTTER SIDEWAUL ASPHALT CONCRETE OF P.C.C. PAVING. WHICH ARE SBORNEO OR HATCH IN CRVNEHAM WITH THIS PROJECT. SMALLMALL A BE JOINED OR MATCHED IN A NAO(Eli SATISFACTORY TO THE CITY ENGIKEER INQUDING NECESSARY SAM CUTTING. REMOVAL. REPLACEMENT AIA LAPPING. 3. A 'TACH COAT' (PAINT BDAER) SMALL BE APPLIED BETWEEN PAVEMENT LAYERS CONCRETE SURFACES AND ON EXISTING PAVE- KENT TO BE RESURFACED AT THE RATE OF 0.10 GAL./YD. THE TACK COAT SHALL BE 7Y?E SSIASPHALTIC EMULSION WITH A 60-70 GRACE LIOUID ASPHALT. 4. THE VISCOSTTY GRADE OF PAVING ASPHALT SHALL BE AR -4000 OR AR -8000. TO BE DETERMINED BY THE CITY ENGINEER AT TR I I 1 I I 7 2 2SEET . 2-� SECTION "B" VIA MAROUESSA X R/W ALTA LOT LIKE .Slt 47th AVENUE ¢ PROJECT - 11 II i SITE YZ PER P 2 �- I /.l Y.' PER I• ` SECTION "C" NOTE: THE SIDEWALKS NOT TO BE CONSTRUCTED ON THE FOLLOWING STREETS: • J VIA ZURICH, VIA OPERA. VIA JARDIN. VIA NICE, VIA FIRENZE. VIA MONTESSA, VIA MONTIGO, VIA MONTANA. VIA CORDOVA. VIA NORDIN• VIA RAVOOIA, VIA ORVIETO• w VIA LOMCA, VIA ANTIBES, VIA SOLID. ON VIA TRIESTE THE SIDEWALK IS TO BE BUILT ADJACENT LOTS 47 THRU 74 AND LOT 113 ONLY. VI 60' LOT LINE 36' STREET NAME LAKE SIDE COVER SHEET >• I I WASHINGTON STREET z• 11 11 I WASHINGTON STREET 77l/7"7r, �yL 2� 2 WASHINGTON STREET 47th AVENUE 47th AVENUE 4 USE B' CURB i GUTTER WHERE SECTION "D" 47th AVENUEADAMS STREET NOTED, SEE i_AN9 DULCE DEL MAR &VIA FLORENCE I ADAMS STREET •T� ADAMS STREET R/W R/W 48th AVENUE 48th AVENUE A. 2 24' 17 2:1 OK PERIMETER WALL WHERE NOTED SECTION "E" PLANS) 47TH AVENUE KTJ. R/W 110' 2:1 ►A% 6' �7: CN3 �' "SECTION "F" Z 48TH AVENUE 9TRUCT 6' MO. BLOCK K�- METER V11: -L WHEA[ NOTED ... _ _... 2:1 MAX I- Y SECTION "G" ADAMS STREET NGT.& GROUND- 2:1 N i© • F •T• CONSTRUCT DRAINAGC- SWALE TERNATE SECTION 810 I MAX -qn O' SECTION "H" THE TIME OF PAVING: S. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT SGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WDRK WON HIGHWAYS. IN ORDER TO ELIMINATE ANY HAZARDS. VIA GRA2IANNA NATER TRUCT 6' MG. BLOCK NEW '1340 L.P. METER WALL WHERE NOTEDMTS. PLANS) SEC ADDITIONAL LANE LINE 60' AT CITYS M V R M EXPENSE 14 )4' O3 CANSTWCT e- TWE 'A -B' P.C.C. CMB C GUTTER GRAN ES AFTER COMPLETION OF CONSTRUCTION. 9. THE CURB SMALL BE 'ETCHED' SHOWING LATERAL LOCATIONS. 'S' PER STD, 201 RO REMAIN) b 7 ALL EXISTING TM ELWAYS IN VHICH EXCAVATION IS MADE IN 0.300 gF f0. TRAFFIC STRIPING. LEGENDS AIA PAVEMENT MANGERS. TYPE AND REMOVE EXISTING A.C. PAVEMENT In b4 BF. I STING GROUND MIN. 2.0x SE TION "I"MIN. 2.0% USA UNDERGROUND SERVICE ALERT 1-(800)-422-4133 ! 30.1 WASHINGTON STRF'T PD, UTO BE REMOVEDI N.TS. WITH THE STANDARD REVISIONS .-ROVED I DATE TMM e'3=�• AAAA... �...,.,.-..a. __..r I I I R/W 0100. 3:1 EASEYEN 1 1 7A T-�- BOTiOM•55.90 EXISTING AC./ BASIN USEE PLAN! PAVEMENT PD -3 -SW ELEV. 116.584• ON 1' I.P. MIT N CO. TAG IN MON. W AT THE INTERSECTION OF MILES AVE. AND WASHINGTON ST. / ' LGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING I THE TIME OF PAVING: S. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT SGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WDRK WON HIGHWAYS. IN ORDER TO ELIMINATE ANY HAZARDS. ' - J NATER B. ALL E%TSTING PAVEMENT WITHIN THIS PROJECT BALL EITHER BE Is PLACED UNTIL ALL ON-SITE IMPROVEMENTS HAVE BEEN • CO.NPLETED, INCLUDING ALL EARTHNORK GRADING. '1340 L.P. RE OR STRUCTURALLY TESTED TO VERIFY THE STRUCTURAL , Q2 CONSTANT .. TYPE -A-6' P.C.C. CURB B a•TTEA E. MANHOLES AND VALVES BOX FRAMES SMALL BE ADJUSTED TO FINISHED M V R M CITY ENGINEER. O3 CANSTWCT e- TWE 'A -B' P.C.C. CMB C GUTTER GRAN ES AFTER COMPLETION OF CONSTRUCTION. 9. THE CURB SMALL BE 'ETCHED' SHOWING LATERAL LOCATIONS. 'S' PER STD, 201 13,34D L.F. FOR SEVER 'G' FOR GAS AND 'E' FOR ELECTRICAL. 7 ALL EXISTING TM ELWAYS IN VHICH EXCAVATION IS MADE IN 0.300 gF f0. TRAFFIC STRIPING. LEGENDS AIA PAVEMENT MANGERS. TYPE AND REMOVE EXISTING A.C. PAVEMENT In b4 BF. TION SHALL BY A E. GRIND DJC OEFTM V 01 M AA.FAVGMMT TOaILOTI USA UNDERGROUND SERVICE ALERT 1-(800)-422-4133 CGAPLETE JDM NT NEW A.C. PAVENENI OVERLAY. PERMIWITH SEPARATE. THIS AREA SMALLLBE PROPERLY POSTED AND BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER SEC. 30, T5S, R7E, S.B. PREPARED FOR A.G, SPANOS CONSTRUCTION 9449 FRIARS ROAD SAN DIEGO, CA. 92108 VtIIN AVtN Ur- SHEET t SHEET INDEX MAP SCALE 1' - 300'R/W A J O I N T V E N T U R E FOR PERMIT PURPOSES ONLY M LGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING I CONSTRUCTION NOTES QUANTITIES ESTIMATES SGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WDRK WON HIGHWAYS. IN ORDER TO ELIMINATE ANY HAZARDS. O1 COv3TRtIC1 6- TYPE 'D' P.C.C. BARRIER CURB PER NATER B. ALL E%TSTING PAVEMENT WITHIN THIS PROJECT BALL EITHER BE RUN. CD. STD. 20.. v. '1340 L.P. RE OR STRUCTURALLY TESTED TO VERIFY THE STRUCTURAL , Q2 CONSTANT .. TYPE -A-6' P.C.C. CURB B a•TTEA CAPABILITIES AND THE RESULTS SMALL BE APPROVED BY THE PER RTY. CO. SIO. 204 30.YH3 LF. CITY ENGINEER. O3 CANSTWCT e- TWE 'A -B' P.C.C. CMB C GUTTER GAS 9. THE CURB SMALL BE 'ETCHED' SHOWING LATERAL LOCATIONS. 'S' PER STD, 201 13,34D L.F. FOR SEVER 'G' FOR GAS AND 'E' FOR ELECTRICAL. IMSTNL A.C. PAVEMENT OVERLAY. 0.300 gF f0. TRAFFIC STRIPING. LEGENDS AIA PAVEMENT MANGERS. TYPE AND REMOVE EXISTING A.C. PAVEMENT In b4 BF. LOCATION SMALL BE APPROVED,BY THE CITY ENGINEER. E. GRIND DJC OEFTM V 01 M AA.FAVGMMT TOaILOTI USA UNDERGROUND SERVICE ALERT 1-(800)-422-4133 CGAPLETE JDM NT NEW A.C. PAVENENI OVERLAY. fa0 L.F. GENERAL STREET NOTES OSAV CUT E1111.1114 A.C. A.C. PAVEMENT TO ADW SMOOTH WITH THE STANDARD JOIN WITH NEV A.C. PAVEMENT. L.442 L.F. - 1. AL WORM SHALL BE CONE IN ACCORDANCE OINSTALL 4.5' A.C. PAVEI1uT OVER B' CLA59 II 26401 RAND MI] OF THE CITY OF L. QUINT' ATHE STANDARD SPECFICATION9 FOR PUBLIC WORKS COSTAUCTIOIS, AMTNsDA A6GRE6B 'AAT..B' 9, 8D1 SF. I., EDITION, AND RIVER.TIOE CORYY STANDARDS AND _ 4 4 A.C. PAVEMENT OVER 6' CLASS [I O SPECIFICATIONS ORDINANCE ND. 461. LATEST EDRIM. A56AEGBASE. 292,06-I G.F. Z. THE CONTRACTOR SMMLI OBTAIN ALL PERMITS A9 REOUIREU BY iD INSTALL 3- A.C. PAVENEHI OVER 6- CLA93 TITHE �7� CITY OF LA GUIMTA CR DHEA GOYERNINO AGEUCTE3. A06AE6ATE BASE. 111,100 S.F 3. THE LOCATION OF EXISTING tADEAGP0IAD UTILITIES ARE SHOWN M AN OINSTALL 3- A.C. PAVEMENT GVER 4- CLASS It TR. Wn. 24230/29132 BEING A SUBDIVISION OF A.POR. TEF SE tNTR,.`SEC. 94. TSS:._1 �9:B.M- APPRO%IN44E WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT AGGREGATE BASE 4T, 04'1 SF. LOCATION OF ALL ZXMTTMG URLTTM BEFORE CUHMENCINB VDRK. HE OCONSTRUCT 2p'- 0' LONG. W TO a- P.C.C. CMB AGREES TO BE FULLY RESPOICIMLE FOR ANY AND ALL DAIAGE9 WHICH 1RMSITION. IEA MIGHT BE OCCASTONED BY HI9 FAILURE TO EXACTLY LOCATE AND VE P.C.C. CAGES GUTTER PER RNV. I] ODSTIWCT 1, ID PAGE ISLL UN W""CUD UT3LnIE3. ANY AD A""" CO. SN. 2D8. 5,038 S.F. 4. THE CONTRACTOR STALL BE ASSPONSI3LE FDA RENGVAL REPLACEMENT OR O CONSTRUCT l2' VIDE P.C.C. CROSS GUTTEA WITH UL RELOCATION OF ALL REGULATORY. MARWTHO AND GUIDE SMMs. 9,1511 AREA PEA AIV. CO. SM. 210. 4,940 S.F. 5. STREET NAME 51M AND TRAFFIC CONTROL STOS. TYPE AND O-TRUCT 26' VIDE P.C.C. ORIVEYAY APPROACH PER LOCATION SMALL BE MPROY0 BY THE CITY ENGINEER. TRAFFIC Div. CO. SIO. 207. (TO BE FIELD FIT ON. GW BUNGLE FAMILY LOT) _43992 S. 'TRW 0. LEGE ICS AND PAVEMENT HARMERS TYRE AND LCCATMWS 16 CONSTRUCT 5• WIDE P.C.C. SIDEWAR( PER RTV. CO. SHALL BE AP= SHIED BY THE CITY EI, EXIERA. HOE OIBNSO SURVEY MOND1ENi3 OR e. THE DONAK41 BID. 401 (MODIFIED WMTO. Mn,II4 S.F NO ED ONU. A FIXING TE CIVION. REMOVAL AND NOTED EM THE ,AIFJ. OR FOUND SI CONIS 1 6' VIDE P.C.C. SMEMALK PER RSV. CO. ED SHALL BE DONE BY A REGISTERED REMOVAL AND REPLACEMENT A REGI CIVR SM. 401 9%6 lb SF. ENGINEER WITH AN R.C.E. NI1NtFA BP1CM �, 96fi W A LIfFM.,EO LAND .R.C.E. LIC lB FDN91RDCi B' VIDE P.C.C. NEAHOEAENG SIDEWALK PER PIV. SURVEYOR ONLY CO. SMD. 101. (SEE LAMO=APE ,ANS FOR DETAILS LAYPDR n, 327 S.F 7. AREAS OF FURE ALL TUCONSTRUCTION CBE PLANTED WITH A SEED MM CONSTRUCT ACCESS RAID PER AN. CO. 510..03 -SB EA APPROVED 8Y THE CM OF LA OVINIA. 20 CONSTRUCT P.C.C. -11 DES, 1TON FOA CATCH A. CONSTAUL710M WBLATTONS AND MAINTENANCE OF EQUIPMENT WITHIN F-8 DI PER AV CO. SID. 311 CASE 'C'. 26 EA D ONLY OTNG ONE HALF E OF NAN OCCUPANCY SMALL BE PER.POREM RARM UJ Q CONSTRUCT P.C.C. GUTTER DEPRE95tOR FOR CATCH TIF TIME POITGD9 AS FOLLOW:2 Lu BASIN PER RTV. CO. STD. 312 CASE 'C'. 6 EA. (_ © CONSTRUCT 4' MICE DFD INLET CATCH BASIN PER AV. OCTOBER 1 TO APRIL W. HOCM -FRIDAY 3. M AN 10 S 30 PM ~ CC. M. 3RD. SEE 3TCRM GRAIN ,ANS FDR DETATUA . IS EA.. SATURDAY e.. CO AM M Y CO FA COMSTiACT 7' WIDE CURB INET CATCH BASIN PEA AV. - GO. SID. 300. (SEE STORM GRAIN,ANS FOR OETAMS). 6 EA. MAY 1 TO ]PETEHWEA 30: MORAY WAY &GO AN TO T.OD PH Q CON9TCAAI !0' wIDE DRIB TNLEY CATCH BASIN PEA AIV. SATURDAY & OD AN 10 M. PM CO. SIO. NO. (SEF BMAM GRAIN ,ANS FOR OETATLS) . © CONSTRUCT 1.' MICE CURB INLET CATCH BASIN PER AIV. I E.A. WORK SHALL BE PAOITOTTED ANY TINE ON SUNDAY OR FEDERAL HOLIDAY. B. MAXIMUM CUT AND FILL SLOPES - Z 1. CO. SIO. WD. (SEE 9TDRN GRAIN PLANS FOR DETAIL61. 1 EA. 10. ALL FILLS SMML B3 COMPACTED TO A MINIMUM OF NINETY WD) ® CONSTRUCt P.C.C. UNOERSMEWALK DRAIN OER DETAIL PERCENT OF MAXIMUM DENSITY atrEPHRED BY UNIFORMED Dw DEET 39 OF THE BI 1 iMPRGVEMENI PLMDI. 12 EA. RD HD. 70-3,011 EGUALEHT A9 APPROYED BUTIIAINO CODE-BTANIATV O CQNSTRUCT P.C.C. DRAINAGE CHANNEL (SEE SHEET 39 BY THE CITY BDINEEA. 11ID DERSITY SMALL BE OETGWTHED DI OF STREET IMPROV'E14EiT PLANS FOR DETAIL) 58 F.L. ACCORDANCE VIIN THE UNIFORM SIALOING'CODE STANDARD NO. 70-2. 23 CONSTRUCT SIORM GAIN TNIERCEPMA IEEE STORM OR EWTVALENF. AS M7EAWrNED BY TM`.MY EN"N"A. S Cn MATH PUNFGA OET.ILBI . ZD EA. 1t. ALL STREET SECTION APE TENTATIVE THE MINIMUM SECTION IB 3' f fig[ INSTALL DRYVEL. SEE STCAM GRAIN ,ANS FOA OETAMS) . 22 EA. A.C. M/ 4- ABO'. BASE MASS 1I. ADDITIONAL SOIL TEST MAY N Q nD M MAI. G. PIC ORAIX (SDR -36 SEE SIM WAIN PLANS REWTAED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION FOR OETATL) 1,504 L.F. AMIRI`OWS. CITY EMSINEEAR TO APPROVE FMAL STREET SECTION. . Q 3l INSTAL- 10' RFP STORM WAIN 011100 SEE STORM 12. LOCATMAS OF FIELD DENSITY TEST SHAM BE DETERMINED ST THE SOIL GAIN ,AMS FOR oETAR.5). 313 l.F. FJDINEER OR APPROVED TESTING AGENCY AND 61441 BE SISF;C7flT 3@ INSTALL 24' Nm STORM DRAM 01540 SEE STORM M MTN HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE OPAM RAND FOR DETAILS). 380 LF .REPRESENTATIVE TESTMG OF ALL Fill PLACED. TESTING M AREAS Nf300 OF . CRTTICAL NATURE OF SPECSAL EN NASIS SHALL SE TH ADOttION O MST.LLL 30' " STORM DRAM SEE STOW GRAD, AMG FOR MAIL.). WANT , T2 L.F AMIN6S. TO THE MODAL REPY.ESFNATINE S, >3. ALL H_"DEN4gOD FACILITIES. WITH LATER.L'L SMALL RE M PL.LE V IN 18' MON-RCD STOW WANT PER A.B. T. M. SPEC. � MATED TO PAVING. MQUDIW BUT NOT LMITID TO .C -14-S/ 1 SEE SIM OUIN ,AND FOR DETAT SI . 433 L.F. SEWSRMA THE FOLLOWING SEVER WATER ELECTRIC GA9 AMD DRROJECT ® INSTALL 24' MON-HGD STORM DRAM PER A.3.7. N. SPEC. f.. THEFDA4 VT1LM LINE BACKFILL REPCRi FACN THE AR0.FR BOR C-14-57 (ETF SIORMI BRADY PLANS FOR DETAIL) . 228 L.F. OIGINEcR CALL INRIAE AW APPROVAL STATEMENT THAT THE AA4A` LL ® INSTALL W. NDN -.TCP STORN CRAM PER A.9.1. M. WEc. f9 WrABLE PDA THE IMEMM I,SE. C -1.i7 ( WE STORM OMTN ,ANS FOR DETAIII . 1311 L.F. 15. THE Ft- COMPACTION REPORT AND APPMv.LL FROM NE MYLS 3© DNSI_ W. NOW- STOW OAAM PER A.O.T. M. EPEC. ENGINEER SMALL COIITAM ES THE TYPE OF FIELD TESTING PERFORMED.c= C-14 37 1 SSTOW WAIN PLANS FW OETA[U. 'IDT L.F EAT]) TEST SMALL BE MENTIFIFD MATH THE IETMOD OF COTADTTWQ CONSTRUCT SHORO_INE OVE,iFLCM STRUCARE. (SEE THE IH -PUCE DENSITY. WHETHER SAO COME OR DRIVE RTNB AND r ' STOW OATH PLANS FOR DETAILS) . I 11 EA. SMALL DE SO NOTED FDR EACH TEST. StIPI'M ENT MAXMM DENSITY ® CONSTAIKT 0' HIDM BLOCK PERIMEEER WALL. (SEE LANDSCAPE PLANS FSI DETAIN^). •4950 L.F. DETEWIINATTOM SMALL BE PERFO'DED TO VERIFY THE ACCURACY OF THE MA%IMIDX DENSITY GUM USED BY THE FIELD TECXINIAM. ' D CONSTRLST 0' PCC BU9 TION -OMT. '1,050 S.F SB. ALL OON9TRVGTI011 AREAS SMALL DE PROPERLY POSTED IMTra t INSTALL STREET NNE SEEM PEA AIV. CO. BTO. BSN. ' 33 EA. M COAFFDRH IXG WITH THE GTATE MANUAL Of SIGNS FW ISE iN THf-PFAFUpHAXCE'OF MON) IFDN 42 INSTAR. 3tAMDARO 32' STOP GIDE WITH IV STOP W. 51 EA. LIBHT9. ANO DLNtCEB HIGHS.. M ORDER TO ELMIIATE ANY H41AA06. 4 GRADE 4 COMPACT TO 95X RELATIVE DENSITY AND 17. THE SOILS EIRINEF3H AND ONBDIE2A7N'6 �.OELO6t9T RIAL EXERCISE FLA CE 4' AGGREGATE 9ASE. SIFFTCTEW SUPERVISORY CONTROL DMDC, GRADDIS TO DG XE CITY a LA OUINTA CGWLIANIJE YITH THE PLANS, SPECTFICATICNS. AND GODS WITHIN fREET PIED Set No. HIS PMYIEW. ITYP, BETWEEN STA. 112,32.24-11],32.001 p - 10. THE DESIGN CIVIL EMOIMEER SMALL EXERCISE SUFFICIENT CONTROL N.T9. 7 0 o a o OUR GRADING AND CONSTRUCTION t0 OSOHE COWA LTce WITH 3.1 BOTTOM - 54.60 I THE PLEAD. fiPECIFIGTI0N9. AND CAGE w2THM )1119 PURYip. BASIN )SEE -PLAN) UTILITIES 18. ALL IMAAtW PRIVATE STREET SECtIOMs ARE TETATIVE.*THE SECTION "K" WASHINGTON STREET N.T.& MARINO SECTION IA 3' A.G.14' A.B. CLA54 IL ADDITIONAL NATER COACHELLA VALLEY NATER DISTRICT 398-2651SM t01 NAY BE REWIRED AFTER ROUGH GRADMG 1D MEANINGSEWER COACHELLA VALLEY NATER DISTRICT 398-2651 EXACT SECTION REGUIRENENIT. CM ENGINEER TO APPROVE ELECTRIC IMPERIAL IRRIGATION DISTRICT 398-5854 FMAL SIA 7 SECTION. GAS SOUTHERNTHICKCALIFORNIA GAS COMPANY 323-1851 20. CONSTRICT 4• DK A.G. PAVEMENT OVER G• TRICK CNHS® AGG. TELEPHCNE GENERAL TELEPHONE COMPANY 323-1231 BASE NATERIA. FOR FULL DEPTH STRUCTURAL SECTION ON CABLE PALMER CABLE VISION 340-1312 wASAlNBMN STREET. USA UNDERGROUND SERVICE ALERT 1-(800)-422-4133 (NOTE: THESE PLANS ARE TO SERVE AS AS -BUILT FOR TRACT NO. 26152) C.E.M. SIGN BY ROVED BY CITY OF LA OUINTA. CALIFORNIASHEF 26401 P.S. -- " -- 'QUINTA LAKE LA A F.C. �7� STREET IMPROVEMENT PLgNS - COVER -SHEET OF 39. R C 32740 ?-26-90 TR. Wn. 24230/29132 BEING A SUBDIVISION OF A.POR. TEF SE tNTR,.`SEC. 94. TSS:._1 �9:B.M- .CLiCF'1 4 I f OWNER'S STATEMENT WE HEREBY STATE THAT WE ARE THE OWNERS OF THE LAND INCLUDED WITHIN THE SUBDIVISION SHOWN HEREON: THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS A CLEAR TITLE TO SAID LAND: THAT WE CONSENT TO THE MAKING AND RECORDING OF THIS SUBDIVISION AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. WE.HEREBY.DEOICATE TO PUBLIC USE FOR STREET -AND PUBLIC UTILITY - PURPOSES. LOT 'A' THROUGH LOT 'H', INCLUSIVE. AS A CONDITION OF DEDICATION OF LOTS 'A' THROUGH 'E', INCLUSIVE. A PORTION OF LOT 'F', AND PORTIONS OF LOT 'G', THE OWNERS OF LOTS 1 THROUGH 9. 23 THROUGH 25, 38 THROUGH 40. 54 THROUGH 74, 114 THROUGH 126, 141 THROUGH 145• 158• 159. 172 THROUGH 179. AND 283 THROUGH 285, INCLUSIVE, ABUTTING THESE STREETS AND DURING SUCH TIME WILL HAVE NO RIGHTS OF ACCESS EXCEPT THE GENERAL EASEMENT OF TRAVEL. ANY CHANGE OF ALIGNMENT OR WIDTH THAT RESULTS IN THE VACATION THEREOF SHALL TERMINATE THIS CONDITION OF ACCESS RIGHTS AS TO THE PART VACATED. WE HEREBY OFFER FOR DEDICATION TO THE CITY OF LA OUINTA, EASEMENTS OVER LOTS "I" THROUGH 'Z', INCLUSIVE. DESIGNATED AS PRIVATE STREETS. WITH RIGHT OF INGRESS AND EGRESS OF SERVICE AND EMERGENCY VEHICLES. THESE LOTS ARE RETAINED AS PRIVATE STREETS FOR THE SOLE USE OF OURSELVES, SUCCESSORS, ASSIGNEES. AND LOT OWNERS WITHIN THIS TRACT. WE HEREBY DEDICATE TO COACHELLA VALLEY NATER DISTRICT• EASEMENTS OVER LOTS 'I' THROUGH 'Z' INCLUSIVE. DESIGNATED AS PRIVATE STREETS ON SAID MAP. FOR DOMESTIC WATER AND SANITATION PURPOSES. THE EASEMENTS SO DEDICATED INCLUDE THE RIGHT TO ENTER UPON SAID LANDS, TO SURVEY• CONSTRUCT• RECONSTRUCT• LAY. RELAY, MAINTAIN• OPERATE• CONTROL. USE AND REMOVE PIPELINES, FIXTURES AND APPURTENANCES AND TO REMOVE OBJECTS INTERFERING WITH THE CONSTRUCTION, OPERATION AND MAINTENANCE THEREOF. WE HEREBY OFFER FOR DEDICATION TO THE CITY OF LA OUINTA EASEMENTS FOR PEDESTRIAN PURPOSES OVER LOTS 'AA' THROUGH 'EE', INCLUSIVE. AND LOT 'LL'. WE HEREBY RETAIN LOTS "FF' THROUGH "KK', INCLUSIVE, '00' AND 'PP' FOR PEDESTRIAN/LANDSCAPE PURPOSES FOR THE SOLE USE OF OURSELVES, SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT. WE HEREBY RETAIN LOT 'MM' FOR RECREATIONAL USE FOR THE SOLE BENEFIT OF CURSELVES. SUCCESSORS, ASSIGNEES. AND LOT OWNERS WITHIN THIS TRACT. WE HEREBY RETAIN THOSE EASEMENTS SHOWN AS 'STORM DRAIN EASEMENTS' FSR STORM DRAIN AND INCIDENTAL PURPOSES FOR THE SOLE USE OF OUR- SELVES, SUCCESSORS. ASSIGNEES. AND LOT OWNERS WITHIN THIS TRACT. WE HEREBY RETAIN LOT NN', DESIGNATED AS 'LAKE', FOR STORMWATER RETENTION AND RECREATIONAL PURPOSES FOR THE SOLE BENEFIT OF OUR- SELVES. SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT. WE HEREBY RETAIN LOTS 287 AND 288. DESIGNATED AS OPEN SPACE', FOR INGRESS AND EGRESS PURPOSES AND RECREATIONAL USE FOR THE SOLE BENEFIT OF OURSELVES• SUCCESSORS, ASSIGNEES ANO LOT OWNERS WITHIN THIS TRACT. WE HEREBY RETAIN LOTS 'AA' THROUGH 'EE', INCLUSIVE, AND LOT 'LL' FOR LANDSCAPE AND STORMWATER RETENTION PURPOSES, FOR THE SOLE USE OF OURSELVES, SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT. A.G. SPANOF C09� TRUCTION, INC. A CALIFORNIA0 ORATION PRESIDENT SERE R( CERTIFICATE OF ACCEPTANCE I HEREBY CERTIFY THAT UNDER AUTHORITY GRANTED TO ME BY RESOLUTION NO. 78-248• DATED SEPTEMBER 12, 1978, I ACCEPT ON BEHALF OF THE COACHELLA VALLEY'WATER DISTRICT THE DEDICATION OF EASEMENT FOR DOMESTIC NATER AND SA)ItTATION PURPOSES AS OFFERED HEREON. B6ARDINE SUTTON, SECRETARY COACHELLA VALLEY WATER DISTRICT IN THE CITY OF LA OUINTA, COUNTY OF RIVERSIDE• CM of LA � A TE OF CALIFORNIA STA TRACT MAP N0, 24230 9o0so BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST ONE—QUARTER OF SECTION 30. TOWNSHIP 5 SOUTH, RANGE 7 EAST. S.B.N. MAINIERO,SMITH AND ASSOCIATES, INC. SEPTEMBER 1989 ENGINEER'S STATEMENT I HEREBY STATE THAT I AM A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA AND THAT THIS MAP CONSISTING OF FOURTEEN(14) SHEETS CORRECTLY REPRESENTS A SURVEY MADE UNDER MY SUPERVISION DURING JULY OF 1989 THAT ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THAT THEIR POSITIONS ARE CORRECTLY SHOWN, OR WILL BE IN PLACE WITHIN ONE YEAR FROM RECORDATION OF THIS MAP. THE MONUMENTS WILL BE SUFFICIENT TO ENABLE THE SURVEY TO pFES,Tj� RETRACED. T E SURVEY IS TRUE AND COMPLETE AS SHOWN. DATE: gC 256M ROBERT J. MAIRIERO RCE 25658 La CITY ENGINEER'S STATEMENTJ'j CIVIL THIS MAP CONFORMS WITH THE REQUIREMENTS OF THE SUBDIVISI IZAI�� ACT AND LOCAL ORDINANCES. I HEREBY STATE THAT I HAVE EXAMI THIS MAP AND FOUND IT TO SE.SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP OF TRACT MAP NO. 24230 AS FILED. AMENDED AND APPROVED BY THE CITY COUNCIL ON JULY 5. 1989• THE EXPIRATION DATE BEING JULY 5, 199 AND THAT I AM SATISFIED THIS MAP IS TECHNICALLY CO CT.fISSIp` _ Rf DATED: ��te 190 . FRAC C REYNCfbQS RCE 32740 CIT GINE EXP. 6/30/90 ?B Ua 32740 C NOTARY ACKNOWLEDGEMENT OF 1 STATE OFC!►L IFO_RNIA . COUNTY OF S. S. ON THIS DAY,OF 19-M BEFORE ME "retie S- ucrlt�si A NOTA Y PUBLIC IN AND FOR SAID STATE• PERSONALLY APPEARFD DeaN SAnnee AND lr�rrs c Com. SPANeJ . (PERSONALLY KNOWN TO ME/ PROVED TO ME N THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHO EXECUTED THE WITHIN INSTRUMENT AS PRESIDENT AND SECRETARY OF 0k, G.SPANos i fi-rA rIAN .=NG. A CALIFORNIA CORPORATIO • THE CORPORATION THAT EXECUTED THE WITHIN INSTRUMENT ON BEHALF OF SAID CORPORATION• AND ACKNOWLEDGED TO ME THAT SAID CORPORATION EXECUTED THE SAME. MY COMMISSION EXPIRES 61- 19•q seAl.. WITNESS MY HAND AND OFFICIAL SEAL TlMI1I�1p.��l000HE$I' . y!wXbk4uN.CCW?r • .! M/ few.• i"nAo+1fJ 1901 r Auaht*;j NOTARY PUB IC IN AND FOR SAID STATE SHEET 1 OF 14 SHEETS RECORDER'S STATEMENT FILED THIS DAY OF 110 , AT 00 .M. IN BOOK OF MAPS. AT PAGES to -2A AT THE REGUEST OF THE CITY CLERK. 1*,�/ NO. 71 ' FEE#=.-A*O ' NI AM E. CON Y• COUNTY RECORDER BY DEPUTY SUBDIVISION GUAR TEE BY: COMMONWEALTH LAND TITLE COMPANY TAX COLLECTOR'S CERTIFICATE I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE• AS OF THIS DATE, THERE ARE NO LIENS AGAINST THE PROPERTY SHOWN ON'THE WITHIN MAP FOR UNPAID STATE. COUNTY. MUNICIPAL OR LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, ---4IS�.sjy yt6GlwCsav'C R. WAYNE WATTS' COUNTY TAX COLLECTOR BY: 4 � �s��✓ � J7.�.Llic� DEPUTY BOND CERTIFICATE I HERE ERTIFY THAT A BOND IN THE SUM OF i HA EN EXECUTED A FILED WITH THE BOARD OF SUPERVISORS 0;!THF. UNTY OF RIVERSIDE• LIFORNIA, CONDITIONED UPON THE PAYMENT OF ALL TAXES. STATE. CO Y• . MUNICIPAL OR LOCAL, AND Alyy'SPECIAL ASSESSMENTS COLLECT S TAXES. WHICH AT THE TTME OF FILING OF THIS MAP NITH THE C Y RECORDER ARE ktIEN AGAINST SAID PROPERTY BUT NOT YET PAY AND SAID DOM HAS BEEN DULY APPROVED BY SAID BOARD OF SU isow. DATE: ASM TAX BOND GERALD A. MALONEY CLERK OF THE BOARD SUPERVISORS R. W WATTS COUNTY COLLECTOR BY: BY: DEPUTY Y CITY CLERK'S STATEMENT I.6tvnck-x A •-30 014 CITY CLERK AND EX -OFFICIO CLERK OF THE CITY COUNCIL OF THE CITY OF LA GUINTA, CALIFORNIA HEREBY STATE THAT SAID CITY COUNCIL AT ITS REGULAR MEETING HELD ON THE 20tl DAY OF FEByuniev _ 19AV- APPROVED THE WITHIN MAP OF TRACT MAP NO. 24230. AND HEREBY ACCEPTS LOTS'A' THROUGH H'. INCLUSIVE. AND THE OFFERS OF DEDICATION MADE HEREON FOR PUBLIC STREETS AND PUBLIC UTILITY PURPOSES AND LOTS 'AA' THROUGH -EE.. AND LOT 'LL' FOR PEDESTRIAN EASEMENT PURPOSES AND THE EASEMENTS FOR RIGHT OF INGRESS AND EGRESS OVER LOTS 'I' THROUGH 'Z' INCLUSIVE• DESIGNATED AS PRIVATE STREETS. AND ACCEPTS THE ABUTTERS RIGHTS OF ACCESS. ALL AS DEDICATED HERE DATED_?'7 199D - } CITY CLERK AND EX --OFFICIO CLERK OF THE CITY OF LA'OVINTA SIGNATURE OMISSIONS PURSUANT TO SECTION 66436 OF THE SUBDIVISION MAP'ACT• .TME SIGNATURES OF THE FOLLOWING EASEMENT HOLOERS.HAVE BEEN OMITTED. COACHELLA VALLEY.000NTY NATER DISTRICT• HOLDER OF AN EASEMENT FOR ROADS. DITCHES• PIPELINES AND INCIDENTAL PURPOSES PER DEED RECORDED DECEMBER 27• 1944 IN BOOK 658. PAGE 175, O.R. THE COUNTY OF RIVERSIDE, HOLDER OF AN EASEMENT FOR PUBLIC UTILITY PURPOSES PER INSTRUMENT 4956• RECORDED JANUARYI4. 1975, O.R. COACHELLA VALLEY COUNTY NATER DISTRICT, HOLDER OF AN EASEMENT FOR PUBLIC UTILITY PURPOSES PER•INSTRUMENT 104315, REC. AUG.. 14. 1974,0.R. FD 1 1/4 I.P. ON O- IN MON WELLP.M. 60/18 R. S . 7/92 IN THE CITY OF LA OUINTA, COUNTY: OF RIVERSIDE, RCE 862 PER MB 40/61-63. ACCEPT AS C/L B.C. HIGHLAND PALMS DRIVE STATE OF CALIFORNIA TRACT MAP NO 24230 FD 1 1/4- BRASS DISC DN 02 STAMPED RCE. 9503 PER PM 79/58-59 ACCEPT AS C/L BC OF EXISTING WASHING70N ST C/L R.S. 40/70 1 44 FO 1 1/4' I.P. ON 00 IN MON WELL /R AS CE C/6 862 ER PALMS DRIVE AT CTR. SEC. LINE. ER MB 40/81-83. ACCEPT BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST IBASIS OF BEARIN PM 79/58-59 3 ' N89'38'45"E 1� - 1 0.2 9 9 I 39�P NOT N 0.23'00' OD HIGHLAND 130.00 IN VL- PALMS DRIVE O IN 0'21'15' W 130.241 I r (PER MB 40/81-831 o ^+ FO 1 1/4- I.P. ON OS M INMON WELL. NO REF ACCEPT AS N.W. COR. 10 I OF S.E. 1/4 SEC. 30 FD 1 1/4- BRASS DISC DN 02 STAMPED RCE. 9503 PER PM 79/58-59 ACCEPT AS C/L BC OF EXISTING WASHING70N ST C/L R.S. 40/70 1 44 FO 1 1/4' I.P. ON 00 IN MON WELL /R AS CE C/6 862 ER PALMS DRIVE AT CTR. SEC. LINE. ER MB 40/81-83. ACCEPT BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST �D 1 1/4 BRASS DISC I FLUSH STAMPED RCE.9503 PER PM 79/38-59. ACCEPT 1 1 AS C/L E.C. OF EXISTING '° WASHINGTON ST. C/L 12 ° e oh I� 15 PM 79/58-59 3 a N 662.1 LOT 1 0.2 INSTR. 15466 REC. 12/4/74 � FD 1 1/4' BRASS DISC = NOT c LJ o POSITION FOR C/L B.C. uj PART N� I r 11 I o ^+ V) WASHINGTON ST. z 10 I e9 qe IaT AS INSTR. 194981, O.R: N N 89'30'04'E 632.14 a Ib If" I� 1 z I I PER SPECIFIC PLAN z ' 86.007. 0 156 147 ° I� N l a Exx 6- 1A. o ? I x IH N LOT 284 �w I (COMMERCIAL LOT)) I IoQm Ld 167 164 55' I 1 CONVEYED TO CPUNTY O m J (` J �O - N f BK 508. PG. 304, O.R. 1 I 1 IMS J � O LOT M c IZ z z - LOT DD RESERVED FOR 1 �D 1 1/4 BRASS DISC I FLUSH STAMPED RCE.9503 PER PM 79/38-59. ACCEPT 1 1 AS C/L E.C. OF EXISTING '° WASHINGTON ST. C/L 12 ° e oh I� 15 PM 79/58-59 3 a N /� ('-`]- N 89129'55'E LOT 1 m ry I � FD 1 1/4' BRASS DISC = STAMPED RCE 9503. o c DING ON SIDE. RESET z o POSITION FOR C/L B.C. ' PER PM 79/58-59. Ig m N o 13 11 I n EXISTING C/L IP I I WASHINGTON ST. r PER PM 79/58-59 ° z GROSS AREA= 151.64 ACRES AS INSTR. 194981, O.R: F � I o C/L WASHINGTON ST m o I I PER SPECIFIC PLAN z ' 86.007. 0 156 147 aim- N 8 330.00 l 48 Exx 6- 1A. o ? I x IH N I �w I °o I 20�z z 167 164 55' I 1 CONVEYED TO CPUNTY 152 151 OF RIVERSIDE PER 5' DEED REC. 9/2/19 IN G0• 129 330 � BK 508. PG. 304, O.R. 1 I 1 FD 1 1/2• I.P. ON 03 IN MON WELL RCE 9503 PER PM 79/56-59 AND 1 PM 140/95-100 ACCEPT AS S 1/4 COR. SEC. 30. S.0 O RECREATIONAL PURPOSES Q HEREON (V� a 9-W 35.76 CI r�V u 77 MAROUESSA 1. 55'04'E LOT w 35.05 OT "CC" WlY LINE 15 SE. 1/4 SEC. 3 �Y /� ('-`]- N 89129'55'E LOT -- - 282 LOT [COMMERCIAL 283 ' 0'28'22' COMMERCIAL LOT) LOT k, ((�� .Jl 159 158 .LOT D 144 CONVEYED TO CO. 0 o A >OF RIVERSIDE PER r DEED REC. 9/14/79 GROSS AREA= 151.64 ACRES AS INSTR. 194981, O.R: 141 (COMMERCIAL LOT( I ONE-QUARTER OF SECTION 30, TOWNSHIP 5 SOUTH, 15 RANGE 7 EAST, S.B.M. MAINIERO, SMITH AND ASSOCIATES, INC. SEPTEMBER 198E /� ('-`]- N 89129'55'E 2648.85 IN 89' 26' 10- E 2649.61 PER PM 60/18) -- - 330.00 LOT L Ps-__-__ -... 400' 600' 800' - ' 0'28'22' 46 LOT o NOT 173 172 159 158 145 144 143 142 266 I 0 o A 174 160 32 GROSS AREA= 151.64 ACRES G 141 (COMMERCIAL LOT( I ry ;v PART 171 357 14G LOT K 1 z ' O o~ 175 161 170 0 156 147 1 C p7 F 1 N 8 330.00 501.92 48 136137 139 1 176 169 162 155 Iq 138 1 177 166 163 154 135 134 133 1 h - I � 79 13. 1 167 164 !�, Iso LOT L LOT 285 /179 366 165 152 151 rr��/ 127 ]28 131 1 1 J (MULTI -FAMILY LOT) d3 129 330 � DULC D loo°. _OT AA \N / OgAIN STORM 189 t80 181 188 1 190 EAS t°tyM `�Nt 19 1 (, 07 O PRrygTE `0� °P\aF,P : 91 !H• 199 2001 '1D0' STOP 182 `l- I 78 198 _ 1 STREET DRAIN EASEMENT J 0 287 I 192 - 202 - :aa 183 (sP- E) 1 34 197 / 203 212 21 214 126 164 1185RESERVEI }93 1 1 O T 211 - RESERV 125 204 4 194 1195 196 / 1 > 0 210 1 ! . 216 124 ' 12.00' STORM �(_ \ DRAIN EASEMENT �/ 1 _ DRAIN AI U' STORM EASEMENT 205 v LO 0 1 �� ' 4 13 20 209 217 f23' 10.00' STORM LO NN �-F 95 3: DRAIN EASEMENT (L,1,�E) 1 'VIA 208 _:d > _ O T CC ,( �?' RESERVED FOR STORMWATER RETENTION X07 GRAZIANNA 122 AND RECREATIONAL PURPOSES HEREON /, (OPEN SPACE( U I 288 35 3 RESESVED HEREO 99 96 . I .00' STORM I` 254 2553 ♦ DRAIN EASEMENT _ LOT P 274 LO 27C II 255 252 _ _ 1 219 5 12]' I ` 275269 I �I Q? -, `� I H o 251 I / 237 1 I 220 120 I ,# 1 238 236 276 1 ��? 268 1 oQP °o�Pc2 Gj 1257 250 1 1°p?� 1 239 1 ar 1 Q° 235 1 221 98 119 1 1 267 277 1 ( V H8 6 s��� I o 6° 240 249 h I 1 I �p 222 G 118 r! p) J� 1 I 58 1 ePa` 234 J �+ _ >1 1 278 266 1 10 0IV 1 w � 1 241 P+�`P5 223 117 o p 2 1 279 0 `. I 259 _248 pP 12: o' STORM 224 115 = 265 1 oqv l 1 2d7 I Y 1 232 DRAIN EASEMENT 11 260 1 280 264 1 1 243 225 ' 115 246 \ ,O 1- 1 O I 1 261 O 1261 231 - e�ry - 1 J I 244 1 226 y 114 245 230 2291 228 227 263 I I 262 Si 113 I LOT 0 N 4 0'W 15 17 47 g 103 104 105 111 Tic � I 35 36 17''47" E 2648,6711 Ps-__-__ -... 400' 600' 800' \0' PER PM 60/18 / ' 0'28'22' 46 SCALE 1'=200' 106 107 SDR 109 110 FO I- I.P. ON 03 CENTERLINE OF HIGHLAND PALMS DRIVE AS N,LS 4697 NO REF I/4 1 COR SEAS 0 31 32 GROSS AREA= 151.64 ACRES G 2700.00 553.33 0 INDICATES FOUND MONUMENT AS NOTED (� 0 INDICATES SET 1'I.P. FLUSH, TAGGED RCE 25658 . -N.O.23'O0'W a 15 18 or 58' 11" LLC/INDICATES RESTRICTED ACCESS 501.92 48 102 75 73 , , 65.00 2J 30 33 45 d3 9a \N 14 19 � !01 94 B.. 85 83 78 72 44.37'00'E 344 29 34 LO 35.36 �1 4 13 20 50 SOG 95 3: e6 LO 2 82 !L 71 > _ O T CC ,( �?' } 12 21 28 35 3 5170 99 96 9C N' a B1 78 70 5 11 27 36 42 52 - 98 97 • 89 H8 79 69 O 6 10 26 37 41_. 53 TR -LO©T C LOT "CC" O 7 8 9 23 24 25 38 39 40 54 55 56 57 58 59 60 ------------- -------- __ _ _-_L0i-8----------_---_ 2581.64 C/L 48TH AVENUE N 89.31'06'E 2646.64 P.M. 140/95-100 IN 89' 34' 19" E 2646.59 PER PM 140:195-1001 FO I" I P FLUSH, LS 3018. REF. ACCEPT AS ( 0ITY OI LA ULIIN FA No N.E. ICOR. SEC. 30. .-. j Kai Set No. SHEET 2 OF 14 SHEETS TANGENT T IN O' 23' W 2655.07 PER RS 7/921 _gip:.. 17''47" E 2648,6711 Ps-__-__ -... 400' 600' 800' \0' PER PM 60/18 / ' 0'28'22' V O'20'DO- W 2654.33 SCALE 1'=200' 60.01 ENGINEER'S NOTES N 89'30'22'E THE BASIS OF BEARINGS FOR THIS MAP IS THE FO I- I.P. ON 03 CENTERLINE OF HIGHLAND PALMS DRIVE AS N,LS 4697 NO REF I/4 SHOWN ON TRACT MAP 2117, ON FILE IN BOOK 40 COR SEAS 0 OF MAPS. PAGES 81-83. TAKEN AS N 89 38'45"E. GROSS AREA= 151.64 ACRES G 2700.00 553.33 0 INDICATES FOUND MONUMENT AS NOTED (� 0 INDICATES SET 1'I.P. FLUSH, TAGGED RCE 25658 2700.00 (-)INDICATERECOSD DATA PER PM 79/58-59 UNLESS 263.83 NOTED OTHHERW or 58' 11" LLC/INDICATES RESTRICTED ACCESS 68 tc� I 52 63 64 65 66 67 1 FD I- I.P. FLUSH L6 4897 PER PM 140/95-100. ACCEPT AS S.E. COR. SEC. 30 - - - - - - - - - - - - 3 31 1 32 SET NAIL AND TAG IN CURB AT THE PROLONGATION OF ALL FRONT LOT CORNERS, STAMPED RCE 25658. SET NAIL AND TAG IN CURB AT ALL B.C.'S AND E.C.'S EITHER PERPENDICULAR OR RADIAL TO CENTERLINE, AS APPROPRIATE. STAMPED RCE 25658. SET 1" I.P. FLUSH TAGGED RCE 25658 AT ALL REAR LOT CORNERS. EASEMENT NOTES 0 RIGHT OF WAY FOR ROAD PURPOSES, 30.00' IN WIDTH PER INST. 32692, REC. 4/17/59 O.R. EASEMENT IN FAVOR OF COACHELLA VALLEY WATER DISTRICT, 40.00' IN m WIDTH, FOR ROADS DITCHES, PIPELINES AND INCIDENTAL PURPOSES PER DEED REC. 12/25/44 IN BK 658, PG. 175, O.R. EASEMENT IN FAVOR OF COACHELLA VALLEY ® WATER DISTRICT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, 15.00' IN WIDTH PER INSTR. 104315, REC. 8/14/74, O.R, EASEMENT IN FAVOR OF THE COUNTY OF ®RIVERSIDE, 30.00' IN WIDTH, FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES PER INSTR. 4956, REC. 1/14/75 O.R. 5, EASEMENT FOR PIPELINES, DITCHES AND CONDUITS PER COVENANTS, CONDITIONS AND RESTRICTIONS REC. 4/23/40 IN BK 463, PG. 44 O.R. IBLANKET IN NATURE) LOTS I THROUGH 281 ARE FOR RESIDENTIAL USE. LOTS 282, 283, 284 AND 286 ARE FOR COMMERCIAL USE LOT 285 IS FOR MULTI -FAMILY USE DECLARATION OF DEDICATION AFFECTING LOTS 'AA' QA THROUGH 'EE" INCLUSIVE, LOT "LL' AND LOT 'NN" RECORDED AS INST. ,O.R. RIVERSIDE COUNTY, CALIFORNIA nATA DELTA/BEARING RADIUS L.EM./DIST. TANGENT T 0.47'43' 114545.00 201.89 100.95 ' 0'28'22' 14545.00 120.02 60.01 3 N 89'30'22'E 10.75 C N 89.30.30-E 30.00 5 11.44'31' 2700.00 553.33 277.64 (� 11' 09' 43" 2700.00 525.99 263.83 70 or 58' 11" 14600.00 501.92 250.99 '24• R-2700.00 L-248.50 T-124. 34- 43• R-14545.00 L-201.89 T-100.95 - 6-04.00'14' R-2640.00 L-184.49 T-92.28 �A-04.29'21' R-2620.00 -y L-205.28 T-102.69 q' P•3302g0 88.48 -- O6 p6 1.101. PM 79/58-59 _�-W'LY R.O.W_PER PM 79/58_59 3A, D•`.19 C/L WASHINGTON STREET N N r O PER PM 79/58-59 ooio Rc N 0' 23' 00" w 1248.64 8.300 00 ,•.r.N 36 J N0' 23'00' W 1249.16 ry (1 DO n N 0.23.00•W 2652.04 fl O ' 'L WASHINGTON STRE CTR. SEG. LINE m 9 59P.270.00 P(,. 6.29.139 PER SPECIFIC PLAN 86-007 38.69 O- 111.89 N 0. 23'00'W 636.10 _ ADW z 646.63 m r. N O N 0' 23' 00" W 1161 .97 c . �� lel '24• R-2700.00 L-248.50 T-124. 34- 43• R-14545.00 L-201.89 T-100.95 - 6-04.00'14' R-2640.00 L-184.49 T-92.28 �A-04.29'21' R-2620.00 -y L-205.28 T-102.69 q' P•3302g0 88.48 -- O6 p6 1.101. cmm M -4. Z 3A, D•`.19 a m N rn -.< m -m N Z O r O or.. NO ooio mop =D O W 0 8.300 00 ,•.r.N 36 0 10 Dm ry (1 DO n m fl O ' x•170• m ,;nN ANN r- 59P.270.00 P(,. 6.29.139 1.02.83 38.69 O- 111.89 .g01• .5 ZA .• 0 _ ADW z e` 2b.V Wo CALEO BAY m r. m o c . �� lel O N 2ZZ•'1 111.89330 66 2p.V o p0 P c N m 1.1 01 5E• D.29•Al p0 1.07 '24• R-2700.00 L-248.50 T-124. 34- 43• R-14545.00 L-201.89 T-100.95 - 6-04.00'14' R-2640.00 L-184.49 T-92.28 �A-04.29'21' R-2620.00 -y L-205.28 T-102.69 q' P•3302g0 88.48 -- O6 p6 1.101. cmm M -4. Z 3A, D•`.19 a m N rn -.< m -m N Z O o . o ooio mop =D O W 0 8.300 00 ,•.r.N 36 0 10 Dm _ ��.+> 30.00 1.92.03 w p• 0 o 139.48 D`< z 00 x•170• 325.59 Zm t' p 59P.270.00 P(,. 6.29.139 1.02.83 38.69 VA 111.89 .g01• .5 ZA .• 0 3q.00 14 D• 1 `. O z e` 2b.V Wo CALEO BAY 1-p1 P.300 0 p.29,=1.59' 1•j9 5 �J • N O V 37'13•W _ 0�-155.51 c . �� lel O N 2ZZ•'1 111.89330 66 2p.V o p0 P c T 1../ 1 m 1.1 01 5E• D.29•Al p0 1.07 m z N N f•d 111.89 L•171' z W r • 002.1.V 69 m m ID ,. m m 01.1 01 .S 6 ,2ti O •- r O W 0 a� o� .d 3 z O O 0 m m W O sw W W n n O m N • W M iv N r m 0 OI O 10 O m U) v N O W W m O) �•• O O m 01 W W �DNO n r• • N 0.0607'W 'm = O 74.49 a7 Md, •5p - \\\O 26 L NN 0.39'43'W (Oj. 61.28 (� N �0 10 W O Of ♦• (m 1 Q� � LOT "HH" 0 51.37 Z Om = N m 80.73 O Oto m �m N 0. 1 1 ' 50' N . j••_ 1, n Iw'.n-�p..,,.T N m � m 154.97 N 0.02'48'W u 06'02' 4" /m W y 90.00 0� N O6.50.18•E NN�In _ 75.00 295.08Ino W v N 06.01 19'W 75.00 m 69.89 55.0853.10 16.7_ -4 O _ m ym"= 0'. - z cmm M -4. 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Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO (760) 777-7000 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 December 10, 2009 Frank J. Vargas Technical Service Supervisor Southern California Gas Company P.O. Box 3003 Redlands, CA 92373 Dear Mr. Vargas: have received your letter dated. December 3, 2009 requesting permission to work outside. of the construction hours established by La Quinta Municipal Code Section 6.08.050, on Washington Street south of Highway 111. Exception 2 of the above-mentioned code section allows the issuance of an early work permit under certain specific conditions. It is our determination that. a sufficient need exists due to the need to .perform the installation of a new gas main with minimal traffic congestion. Therefore; .an early work permit is hereby granted under the "long process material" provision of the exception, subject to the following conditions: 1.. This permit is only valid for work performed under Permit 9077 to install a new gas main .on Washington Street south of Highway 1 1 1 from 8:00 p.m. to 5:00 a.m. on December 10, 2009 continuing until completion of the work. 2. Work shall only be performed on Sunday nights through Thursday nights. Work hours shall start from.8:00 p.m. and all lanes shall be opened no later than 5:00 a.m. 3. Work hours are subject to change depending on traffic conditions. Page 1 of 2 4. The work allowed under this early work permit is limited to the installation of'a new gas on Washington Street south of Highway 111. .5. This permit shall be revoked upon receipt by the Public Works. Department of any citizen complaint of construction noise occurring during the extended hours granted by this earlywork permit, or upon violation of any condition of this early work permit. All work not specifically included in the terms of this early work permit shall be performed only during code -established construction hours or by a separately issued early work permit. Sincerely, Thomas P. Genovese City Manager cc: Timothy. R. Jonasson, Public Works Director/City Engineer Bryan McKinney, Engineering Services Principal Engineer Tom Hartung, Building & Safety Director La Quinta Police Department Fire Department r T4ht 4 ZP Q" MEMORANDUM TO: Thomas P. Genovese, City Manager FROM: Bryan McKinney, Engineering Services Principal Engineer/�* VIA: Amothy R. Jonasson, P.E., Public Works Director/City Engineer DATE: December 10, 2009 SUBJECT: Request from the Southern California Gas Company to Work Outside of the Code -established Construction Hours on Washington Street South of Highway 1 1 1 Attached. for your signature is a letter authorizing the Southern California Gas Company to work outside of the construction hours starting at 8:00 p.m. to 5:00 a.m. on December 10, 2009 continuing until completion of the work. Night work will be on Sunday through Thursday nights only. The Southern California Gas Company will be installing a new gas main on Washington Street south of Highway 1 1 1. It is necessary to perform the work at night to minimize the impact on the residents and businesses in the area and to minimize traffic congestion. If this early work request is ' approved, please sign the attached approval letter and return to Public Works for final distribution. Please do not hesitate to contact me if you have any questions. T:\STAFF\Yu\Night Work\2009\12-10-09 Gas Co Night Work Request on Washington to Tom G.doc Southern California Gas Company A Sj "5emj)ri? 17nergy`1.1tility Date December 3, 2009 To: Amy Yue (Assistant Engineer for the City of La Quinta) Southern CaK)rnia QmCompany i081 W,LugoniuAvenue Redland;, CA 9-1374-9720 klailincAddress,: PO Box 1003 Redlands. CA 02373-M6 As requested, the Southern California Gas Company would like to submit a request to continue to perform our work at night, as needed, on our Betterment project taking place on Washington Street, South of HWY 111. We agree that this would be in the hest interest of Gas Company and the City in and effort to maintain the Safety for residents, our Contractors and Gas Company personnel. Hours will continue to be from 8:OOPM to 5:OOAM, Sunday evening through the week, until Friday morning of the following week. These hours will continue until the project is completed. Thank you for partnering with us to continue to provide reliable, safe service to the citizens of the City of La Quinta. Sincerely Frank Vargas Technical Service Supervisor 909 335-7561 �� /• It �,�._ r` V CC: Z. Marrero (SCG) R. Visconti (SCG) D. Mcgarrey (SCG) D. Velenzuela (LAO) L. Sauvers (LAO) 4' 0 W m O H 2 H Q LAKE LA N14-2 AVE. 48 QUINTA DR. 0 0 C20 RS -7 c30 (CA) WALGREENS Cao cA) 0 0 (E n rtse0m I GHT LANE LANE �°� li it F MUST CLOSED LANE RN RIG �i CLOSED Q ONLY 10� 0 M 600' 1200' 4 ONLY 0 600' 350' RANCHO LA QUINTA C. C. r 2 1 GHT IAF CLOSED a 7Y .� O �O d t� 000000 P C' C7 o�L7 G O PbC � \� y. bC+�i �•dao/� .-� CICO C7C o0o OC?OOOOQC7{�POQ0�C CLOD C700C O QG GP ObC70P P C-�oo C=z�'q�Ob OgOC7OOC�OCOd PO 00000000QCa0 C;Z,ObO�00C760C7d �O100000700004 QC7bOOOQ OOO ����gcoC�o�aOppoo 000�oo 000000aooc�oo C* SIMON DR. W20.1 (REDUCED TO FIT) WORK G20.2 END ROAD WORK M (�3cD ====C= �an�� oma 1� oga000a0000 o'�v �,/� 0 C 0000000ao�odo� ^�Q ooaoc�cod000ncaoo �1 n WORK ?)w / , 1 W2.0-1 WORK 0 RIGHT LA MUST W20-1 ROAD WORK HEAD - AVE. 47 R,.7 AHEAD/ RIGHT IANE C30 CA) a MUST C30 CA) ' I9 TURN RIG LANE CLOSED, �LANE \OSED 1Off►+ I _�� DR �.+hVREARif REA 1�,� C� no iE WASHINGTON ST. G20-2 END ROAD WORK MUST 2 / RIGHT UI C17 (CA) cLoseD 8 I 1 V 11 MIN. 350' 0 o q C= ROAD WORK 350' C=COOPP P a C7 o P Cm oC,=�D. aao o � == ==;I > Q=' n o � a a o o o =)C= 91 EISENHOWER DR. LAKE LA QUINTA DR. CSREA ��' _ 00 o�oo�c�ooaogcaoa�g0 �� b Q � GP'.- a�a��c�oodoocyoa �� cz, WASHINGTON ST. ROAD HIGHLAND o PALMS I§ Install New Gas Main m Z � N NO SCA 50 Prime Contractor Based on Standard The Gas Company CALTRANS T-10 Traffic Control Design by Phone Prepared By Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield Sheet Number Date Permit Number 3 of 6 REV. 12/03/09 To Be Issued on Approval' DU V G20-2 Q O END ROAD WORK a a W 0-1 R�\ 6 'a a WORK � AHE EISENHOWER DR. LAKE LA QUINTA DR. CSREA ��' _ 00 o�oo�c�ooaogcaoa�g0 �� b Q � GP'.- a�a��c�oodoocyoa �� cz, WASHINGTON ST. ROAD HIGHLAND o PALMS I§ Install New Gas Main m Z � N NO SCA 50 Prime Contractor Based on Standard The Gas Company CALTRANS T-10 Traffic Control Design by Phone Prepared By Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield Sheet Number Date Permit Number 3 of 6 REV. 12/03/09 To Be Issued on Approval' 0 0 VIA BOLERO LA WIN IA GOLF ESTATES LAKE LA QUINTA DR. G20-2 END ROAD WORK SAGEBRUSH AVD. MONTERO MUST WORK WALGREENS 04C'�C]PoOOa. OOp400 'O �O c;�0 �-'z--,�04 O� ao�oo 111-k--Lij,00 - - , i , 11 Mioo�C;!= �� �Cm OOc�0060000 POOgp QO00 gd p O—ppO pQOOpp O000p0 C* 1y� o�oQO�OQgOOCop000O00000 POOpOOOpOPo000ooC7oCp WORK NOTES: AVE. 48 AVE. 50 G2d-2 RAN u¢ END ;r S ROAD WORK ' C30 (CA) 113.7 LANE \ .a.r.n RIGxTtANE CLOSED/ A MUST �g OONLY TURN RIOx WASHINGTON ST. AREA 1!ARE ARE ARE ��1 c;vp000cc�vocoavQPPoov000 f � 111111111111111_) l� 111.1 Revlewed By WASHINGTON ST. �IGATE l� �' GATE Ex s f o [[H LA WIN IA GOLF ESTATES LAKE LA QUINTA DR. G20-2 END ROAD WORK SAGEBRUSH AVD. MONTERO MUST WORK WALGREENS 04C'�C]PoOOa. OOp400 'O �O c;�0 �-'z--,�04 O� ao�oo 111-k--Lij,00 - - , i , 11 Mioo�C;!= �� �Cm OOc�0060000 POOgp QO00 gd p O—ppO pQOOpp O000p0 C* 1y� o�oQO�OQgOOCop000O00000 POOpOOOpOPo000ooC7oCp WORK NOTES: AVE. 48 AVE. 50 G2d-2 RAN u¢ END ;r S ROAD WORK ' C30 (CA) 113.7 LANE \ .a.r.n RIGxTtANE CLOSED/ A MUST �g OONLY TURN RIOx WASHINGTON ST. AREA 1!ARE ARE ARE ��1 c;vp000cc�vocoavQPPoov000 f � 111111111111111_) l� 111.1 Revlewed By Date Speed Umit o 50 Traffic Control Plan for W 0-1 Install New Gas Main R OAD WORK AHEAD Prime Contractor Based on Standard The Gas Company CALTRANS T-10 Traffic Control Design by Phone Prepared By Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield Sheet Number Date Permit Number 2 of 6 REV. 12/03/09 To Be Issued on Approval A C. C. �i �0� Cm </ n Im r-9 C* O�OOPOp OOOpO¢000000000�000000470 odc` =aoogPgvbQvvQgOp000000�000000CDo 111180.8 RIGKT IAI MUST �l WORN W ARE ]OPO > 1.zor, a acA panocoOoo�S H P, � - OOC70 L'7 C7PC � a Q \ o a� 0 W 0-1 G20.2 END f�Q� ROAD WORKS R OAD WORK AHEAD U 0 EISENHOWER DR. C t AVE. 47 F:_V1 wtat LAKE LA Ak QUINTA DR. ;�� ~90RK ICU 4 C74�C�OG���aa��� ,�gG7O�Q�0 am ° 600 FT 100 FT SHALL BE VISMIS TO TRAFFIC N .0 BEFORE THE CURVE AVE. 48 a� a WALGREENS Q W4-�2 C17 (CA) 1kre-a W....T 0 n "0' Ogyv...G` �� qd d��+� �G70OddGaPGdQ SOC! A� �dOvp 0�7.O vd ddOC�OV OC PQ�O dC+�G"'�d0 �po Q�r;+cavracavG+'C7vC�Qc� 02 �d� �ddddCa C7d � ��pd _ Fr 1 Ss +l„!F 5��p4q„�.+�J C� ^�,4001- �c� C*� ���ae�vb�voovaac:svdo.�oc�ovva000r�cvr�aocaovo�r.:�vdoavvo � O O OdO0dC7CdGC140vgOaOddC� QOQdCdQdQ'd� OdaOOOG =7 tires - WASHINGTON ST. HIGHLAND PALMS CITY OF LA QUINTA 78-495 CALLE TAMPICO P.O. BOX 1504 LA QUINTA, CA 92247-1504 NO EXCEPTION TAKEN FURNISH AS CORRECTED SUBMIT SPECIFIED ITEM REVISE AND RESUBMIT PROJECT NO. DAT !: • S.�iA/ o Approval is for design only. Contractor is responsible for dimensions. Quantities, and msarclmation with other trades and compfianc a with requirements of contract docurneMs. Approval does ; ; authorize changes to contrsd requirements, unless stated. -in /isD1 ✓ST �Qp��•�G� c✓•5►itn/i-may S/gA's�OG'� ,croT��� -VeS of s�«.c-✓i•�C��t it/� Lr9 �✓ �� C L�S�zE��/o.0 To 8 ' /S-- '9 —7 . Aw NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLS (M.U.T.C.D.) Z p 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 Y CITY OF LA QUINTA REPRESENTATIVE. 3 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. NO SCALE 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 11(TYR 17)' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA 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 ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL.. 7. WORK HOURS SHALL BE BETWEEN 9 AM TO 3 PM UNLESS OTHER ARRANGEMENTS ARE MADE WITH THE CITY OF LA QUINTA. AsphaR Repair O ppC�dGL7CQ C* 50 1ARB Inc_ CALTRANS T-111 Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield 5/11/10 To Be Issued on PLAN FILE# BASE SKETCH CONSTR. SKETCH COMPL. SKETCH W. O, SHEET # 01 OF 02 IBY:REM 6-4-09 BY: gs 10-6-09 BY: PIPE PRESSURE TEST GAS STD GAS STD MEDIUM ❑ #184.0150 HIGH ❑ #182.0170 POINT TO POINT o TEST PRESSURE: MINIMUM PSIG MAXIMUM PSIG I ,o — _. ACTUAL TEST PRESSURE PSIG _ 1 ir( tO r ID U _ o ti : ,. i _ ,.� 5 RVI E STUB SUMMARY .,SHORT SIDE STUBS LONG B ONG S STUBS I :r cle-h n rur. 2 TEST MEDIUM: :AIR NITROGEN 0TH ER _ bURATIONc HRS. ';AND/OR MIN. a. .: _ SIGN: DATE: I _ • .. _ PRINT NAME/TI TLE: I I LAKE, QINT A (VA) ` ED G S HAN I NG WAS REVIEWED AND PERFORMED _ M R _ Q U E SS • AS PLANNED R AS -STAN ARD 84.0 L ED PE G D 6 NO YES IF NO PLEASE GIVE EXPLANATION TO .LEFT -_ SIGN: DATE: z , :... . PRINT ;NAME/TITLE: I W _ G ED PIPE AND Y CHANGESN TO THE DESIGNED : _. ; REQUI S APPROVAL AL F MCOMPONENTSo: ` z P TECHNICAL -SERVICES .ANNING. L Q o 0 190 , 0 _ I F CHANGES WERE MADE T0 THE PLANS:AN x q PX _ io ENGINEER CONTACTED: e 4. , .: _::. :, A Q I NTA L U DATE: _. FPA '/ m MOMFEET DATE: (1 '� !1 4:. 7f'1'.. � c. it Il c :.'4 (1 ':1 f1 (1 _ 1 ir( tO r ID U _ o ti : ,. i _ ,.� 5 RVI E STUB SUMMARY .,SHORT SIDE STUBS LONG B ONG S STUBS I :r cle-h n rur. ",HOWEiFA I-- - --------- I > a - - � rerowx I x ;77t� �x`w.vm fiver, , 0 q i. o pm, p F .. .... . .. ...... . 7 % 4. 7 jr r lm q. .:.i. WASHINGTON LOT P :17-1 CA7 r,, m (A 7 M �rn.. < Ln, cr, ... ....... -n cn ri pw ........... ...... ... 7 lo. Fob r ja p h, . ..... . % 1-4 q —wi ra w. ... ...... md ...... .. .. ..... . % bm A, f; . .. ...... wm 9260in R04 �02 14 Z Z 0 GJ W :. iw :. r m . " m'. WASHINGTON ' m" - _. L,, Cn _ 50425-543 " >. v+ , :. ... _ •." LOT,BB cD. ,. .Li 1 PLAN FILE # BASE SKETCH CONSTR. SKETCH I COMPL. 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TEST PRESSURE: — ---------------- TEST: MEDIUM: WOS 01 /woo wrl 82601 6 [AIR O NITROGEN,Q OTHER DATE 'MOVED 5 DURATION: HRS AN LA OUINTA SIGN: DATE:.' PRINT NAME/TITLE: -AND PERFORMED GAS HANDLING WAS REVIEWED . AS :PLANNED,PER iGAS STANDARD #184.06 R I VERS I DE: �RETI,REMENT,:.:REASON* IF NO PLEASE�:GIV E.EXPLANATION TO LEFT ON JOB, SIGN: DATE:. DATE OFF JOB: E/TIT PRINT NAM LTHE `: ANY CHANGES TODESIGNED:PIPE AND ,COUN :DISTRICT ESERT .IRJES :APPRDVAL'FROM TECHNICAL SERVICES PLANNING. JF� CHANGES WERE MADE jOjHE PLANS: ENGINEER �CONTACTED: DAT FPA PA: DATEd :UPDATED TO R.E.R SOI L ::TYPE :GROUP. _RED��-j YELLOW GREEN CREW FOREMAN (LA CITY - ONLY 2 3 BACKFILL TYPE: ..... USED MECHANICAL iCOMPACTION .] Yes 0 No[] URA D N STAKED . ... . . . . . I. Y960',�'No[I 2Q-.999 .�, r, OPER 20t 'OR :bVER L]S'M Y 'S TYP I CALA STAKING ING' REOUIRED SOUTH INLAND REG ION C DST Yes 0 Nd[1 2; AT CTED: YES10- E:1 C HODI ESS:',THAN� 1� ` A LESS S -M T I 0 1 826016 CENTER OG w LL IG - - TEL L A CATV ELECTRIC-- 0 77TE O —POWER T.V. C ABLED Ln Ln OTHER---- THERtT' '-ST SERVICE STUB' 'SUMMARY SHORT 'SIDE -STUBS JONG SIDE � STUBS 411� FT. INSIDE'PROP-.1INE FT. INS IDE*LOT� LINE �1849-'G2 THOMAS GU'l DE CITY �OF 11AOUINTA PRESS: DIST. NO. -/MAD DIS PRESS T P: :SET/MOP x -9 2 -LOCATION CLASS [12 X3 [14 ISO MAP 0. N 7- 3 40 SUPPLY LINE NO. SUPPLY LINE PRESS. � REGULATOR STATION -I . 0.11 #jaj7l R. S.# b0/41 • REQUIRED Yes NOD PIPELINE , REOUIRED Yes 0 NO 0 ,*.' I F YES SHOW LOCATION ENVIRONMENTAL SPECIAL :ENVIROMENTAL PERMITS' ES 0 NO 19 STORM WATER: '%BMP ONLY 0 'SWPPP 0 PCB - MEGARULE 0 'HOT SPOT REQUIRED DON PIPELINE SAMPLING COMPLETED PER GAS STANDAW104-0042 DATE: INITIALS:p CHARGE LABOR -TO MWO#:,99300-000 C. P. AREA NO. C: P.. CONTACT* PHONE NO. THIS BLDG. -OR AREA FORI� Yes 0 No 0 (POST LIMITS) • WILL -BE HELD,WITH A GAS REPRESENTATIVE PRIOR TO THE START OF 'ANY CONSTRUCTION. Yes NO'0 RE VIEWEDBY PRINT�.NAM E DATE :-REG. EN TECH.,SUP P. A. L 'S' P.S. R.D.M /P ::M. D' F:"S . Underground , Service A lert �,VORE Cal 1:�-Two Working Days co F BEFORE YOU c, fn ,DIG -80 0 227. 600 SEV4T i ckef , # PARCEL: P OJ R 1826016 #DIRECTORY RE02 PATH � &fILE'NAME: TOTAL FEET:: NST7 D INSTALL''TOTAL �MA IW t LEAST BE FEET:. REf 0 ED WOS 01 /woo wrl 82601 6 tow DATE 'MOVED NOTICE OF DATE MOVED PERMIT: J S S U E D.�, B yr R I VERS I DE: �RETI,REMENT,:.:REASON* ON JOB, OPER.: DATE OFF JOB: `: ,COUN :DISTRICT ESERT TKA 53" AS:: ATL CREW FOREMAN Y STALLEDr: EAR. C P�',, IN -PLANNED BY ..... 'ATLASi.:- URA D N STAKED . ... . . . . . COMPAN Y:73 2Q-.999 .�, r, OPER 20t 'OR :bVER L]S'M Y 'S STAKING ING' REOUIRED SOUTH INLAND REG ION C DST AT CTED: YES10- E:1 C HODI ESS:',THAN� 1� ` A LESS S -M T NO STAKESwr 1 826016 CENTER OG , 1 sf or �„� Yes ❑ No Pressure District Affected Yes ❑' No Business District Affected Yes ❑ No 51 Supply Line Affected Yes R No ❑ Regulator Station Affected Yes No ❑ Valve(s) Required PLAN FILE # BASE SKETCH SKETCH W.O. SHEET # 01 of 06 roto C. P. Reviewed By:�� wrl826016.s01 15 -SEP -2009 12:30 cad-rmedill 50:1 OcpORE Call Two Working Days BY: REM, 6K2T09 BCONSTR. BYOMPL. , v z BEFORE YOU DIG UPDATED ' PIPE PRESSURE TEST Z n Q 1-800-227-2600 c9oGHo EY: REM ,�-15-09 MEDIUM ❑ H I GH SE4J�`� Ticket # v. #184.0150 #182.0170 Cs► W PROJ. .# WR. # 2-60ifs-+m t POINT ,, TO POINT j EPOCH # RER.# 0770262 TOTAL FEET I NST' D DIRECTORY PATH B, FILE NAME: TEST PRESSURE: II i WOS- 01 /woo / wr1 826016 INSTALL MAIN WITH AT LEAST 2" COVER BELOW F11)u1Ll TOTAL FEET RETIRED MINIMUM PSIG MAXIMUM PSIG DATE MOVED NOTICE OF DATE MOVED COUNTY RIVERSIDE ACTUAL TEST PRESSURE: PSIG PERMIT ISSUED BY: PERMIT #: ON JOB: OPER. DATE: OFF JOB: SEEMS MENEM 0=09 FEET i� Z � TEST MEDIUM`... 50 0 100TRACT # I sa ATLAS #.IND 33. 43. 53. 63 YEAR C.P. INSTALLED: ❑ AIR ❑ NITROGEN ❑ OTHER (± CREW FOREMAN c""va"r ATLAS # IND 73 R. DURAN STAKED.......... ❑ 1" = 50' DURATION: _ HRS. AND/OR _ MIN. TAX CODE # 20-999 OPER. 20% OR OVER ❑S.M.Y.S. STAKING REQUIRED ❑ SOUTH INLAND REGION COST CATHODICALLY PROTECTED: YES r NO ' AT LESS THAN 20% hy�' S.M. Y.S. LA QUINTA SIGN: DATE: W- 0.# C E N T E R OG rrrr 6t��G _ 8o��q S PRINT NAME/TITLE: GAS HANDLING WAS REVIEWED AND PERFORMED'' AS PLANNED PER GAS STANDARD #1.84.06 NO ❑ YES ❑', 1 IF NO PLEASE GIVE EXPLANATION TO LEFT I' HIGH PRESSURE \ r SIGN: DATE: PRINT NAME/TITLE: - V1J D / pj(/Z, l�lNS.t •3lld 4J•11'�'� (2) 2O S FI 3 ANY CHANGES RTO THRE DESIGNED PIPE CO 0 E S EOUI ES FROMAND �4v`f /,± y y'9 T- VAI -VC 456. a0rJe-, II" ��,WY.. 1 �� V�T�� • TECHNICAL SERVICES PLANNING. IIF CHANGES WERE MADE TO THE PLANS: MAIN COND ENGINEER CONTACTED: Cul- A5',PPL .: CODE DATE: FPA / PA: i 4 DATE: y, CLOSEyi4L-Vr %-/k,-JH P1101 161C i UPDATED TO R.E.R. : SOIL TYPE GROUP ` RED YELLOW GREEN 4 �--•-- (LA CITY ONLY) 1 2 3 IwAIN CIOND { BACKFILL TYPE: COD E / 7i 0 21 � Or � /'K �l 9.l$� { EXT .�,_ INT..,_ � USED MECHANICAL COMPACTION Yes ❑ No ❑ $ • of +#� w Cz'� cAPS .Z3?W tea. ) JOINT .TRENCH Yesp No[]30 67 ' Ar . G " �<< M (19 8)A M C,9�Z) erose: VA C,�S'f �, o � --------- � � TYPICAL �1 Yes❑ No❑ 1ZMw3 y ;--------- �oL-o 00 160, /051 r � �---45' / 275' SERVICE STUB SUMMARY y I LRO — —109' / m m r; LOT E ; {452588} . 50' / vii cnn < - SHORT SIDE STUBS D o 10 68 - WASHINGTON f LONG SIDE STUBS _ EJB �� / �' 74250 S.L.9I�Gy.- FT. INSIDE PROP. LINE to z �, v, < I / o 47' --AFT. INSIDE LOT LINE ., --- m �, n �•"' / ------ -- - -- --- <--..-- —.- t-----:�—,<-- THOMAS GUIDE 849-G2 1' -------- p N / CITY OF LA OUINTA M cn ---- -- ----- - -- ry --— - — - — -— -- N }— --- N ----- - -- — - -- -- y-------- CP — ov w PRESS. DIST. NO. _ q•H — SL •,- 57D — � 50425-542 z w — . m -- - — — - --. N - -- - — _ - --- DIST. 'PRESS. /MAOP. � m - - - — 10 5 4 / SET/MOP: -i - -- CA PC 53440-958 2"PX �'-g' CLASS LOCATION 01 ❑2 04 O N 31221-884 BO BO 6. CP ST ( BO BO 3-82 --": �/ � .��,`�- / Sa j� 7 / , , \ i ISO MAP NO. -ri� `6 SUPPLY LINE NO. 01) 3'- 46— / -- SUPPLY LINE PRESS.�� 46 CS a .y S REGULATOR STATION I.D.# 3% / R.S.# /©/Gf a s,/ c s0 C,14 �30' Ln o �30, y VALVE (S) REQUIRED Yes) No ❑ o219' TO 592 219' TO III HWY. (135'-55'/80') III HWY./80') '�/ �B? �� ��,- �6- c� PIPELINE MARKERS REQUIRED: Yes No ❑ IF YES SHOW LOCATION .135'-55' � / oc„ 'L�•'\� � \• ti ENVIRONMENTAL =--h�� \AF -LP- EEL `.51 •290W, fit.. SPECIAL ENVIROMENTAL PERMITS: YES ❑ NOS STORM WATER: BMP ONLY R SWPPP ❑ PCB - MEGARULE N/A PCB FREE AREA 0 HOT SPOT ❑ HOT DISTRICT ❑ REQUIRED ABANDON PIPELINE SAMPLING COMPLETED PER GAS STANDARD 104.0042 INITIALS: DATE: CHARGE LABOR TO MWO# 99300.000 1 C`' �`� _ � - C.P. AREA N0. C.P. CONTACT: `. mCd A PHONE N0. 0 �► t b, THIS BLDG. OR AREA QUALIFIES FOR ANNUAL LEAK SURVEY: Yes k No[] 950 / �0- S Sti9�S ( POST LIMITS) i A PRE -JOB MEETING WILL BE HELD WITH A GAS 9) COMPANY REPRESENTATIVE PRIOR TO THE START Gy y'L a 9�6 OF ANY CONSTRUCTION. Yes ❑ No[] ,LOQ S,9 REVIEWED BY PRINT NAME DATE REG. ENG. N TECH. SUP. O W L.P.A. r�j co m - yC- ya j, P.A./F.P.A. Ram DaAft� 6 D. 0. M. /P. M. t '4 1 1. Isolation Area Affected Yes ❑ No Pressure District Affected Yes ❑' No Business District Affected Yes ❑ No 51 Supply Line Affected Yes R No ❑ Regulator Station Affected Yes No ❑ Valve(s) Required Yes J� No ❑ ,� Reviewed By:_;;?, roto C. P. Reviewed By:�� wrl826016.s01 15 -SEP -2009 12:30 cad-rmedill 50:1 `-10- 0 rv'c e^ g6 rJ 10 30 o F.O.S./F.S. '- Underground Service Alert roto OcpORE Call Two Working Days v BEFORE YOU DIG Z n Q 1-800-227-2600 c9oGHo SE4J�`� Ticket # PARCEL # 55804 PROJ. .# WR. # 2-60ifs-+m EPOCH # RER.# 0770262 TOTAL FEET I NST' D DIRECTORY PATH B, FILE NAME: WOS- 01 /woo / wr1 826016 INSTALL MAIN WITH AT LEAST 2" COVER BELOW F11)u1Ll TOTAL FEET RETIRED DATE MOVED NOTICE OF DATE MOVED COUNTY RIVERSIDE RETIREMENT REASON: PERMIT ISSUED BY: PERMIT #: ON JOB: OPER. DATE: OFF JOB: SEEMS MENEM 0=09 FEET DISTRICT PALM DESERT 50 0 100TRACT # sa ATLAS #.IND 33. 43. 53. 63 YEAR C.P. INSTALLED: PLANNED BY: CREW FOREMAN c""va"r ATLAS # IND 73 R. DURAN STAKED.......... ❑ COMPANY Sempra Energy - TAX CODE # 20-999 OPER. 20% OR OVER ❑S.M.Y.S. STAKING REQUIRED ❑ SOUTH INLAND REGION COST CATHODICALLY PROTECTED: YES r NO ' AT LESS THAN 20% hy�' S.M. Y.S. NO STAKES NEEDED W- 0.# C E N T E R OG rrrr 6t��G 8o��q PLAN FILE # BASE SKETCH BY: REM 6-2-09 UFDATED CONSTR. SKETCH I COMPL. SKETCH I W. 0, SHEET # 02 OF 06 BY: BY: PLAN FILE # I BASE SKETCH BY: REM 6-2-09 CONSTR. SKETCH I COMPL. SKETCH BY: BY: . 0 HtI _ 0-3 OF 06 ----'---�----' -----' -- \ `' -- - - - ' - BASE SKETCH SKETCH TR ��ETC� COhP �K��[h . ` 0� -- � D� - - - PLAN FILE # BASE SKETCH SKETCH COMPL' SKETCH | JCONSTk. I /BY:R[M 6-2-09 DY: DY: r- 05 OF 06 ~ i i PLAN FILE #I BASE SKETCH I CONSTR. SKETCH I COMPL. SKETCH I W . 0• HEET 4 06 OF 06 BY: REM 6-2-09 BY: BY: wrl826016.s0 DISTRICT T PALMDESER 02 2 -JUN 2009 -2009 I 4• .07 DISTRICT T PALMDESER _ F E T E T RAC T "# CREW ,FOR EM _ ...PLANNED _ _ _ 5 0 - RAM "Absfps # ,: 4 , "53 , 63 N 33 3 AT A IND L S -_ T . .,YEAR I _ L E E P INSTALLED: L D _B ANY COMPANY _;<.. [am _ `ATLAS.. I 7 - R. DURAN _ TA .. STAKED. 0 - - _ _ ,,,.,. X 20 999" TA CODE R Y.S. V S. OPER. 20% OR 0 E S a STAKING REQUIRED - ST KI SOUTH I NL AND RE GION c CONT w ra Ener Sem4' � P SY CATHODICALLY.PROTECTED. YES D NO O -AT LESS. THAN 20% O S .M. Y.S. NO STAKES ES NEEDED K C7 W. . # 6 0 wr182601 - — CENTER 0 G c -r it ;. ad med I 0:1 5 i