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ENC2017-0009g , S See below for Finance Revenue Codes ENCROACHMENT PERMIT DEC 4Ouuaa, PUBLIC WORKS CONSTRUCTION LI 22i7CITYOFLAQUIWk c0MMUN For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water main n F '1i?o ks improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. DATE: 12/22/2017 LOCATION OF CONSTRUCTION(Street address or Description): 42752 WASHINGTON/ SOUTH OF HIDDEN RIVER PURPOSE OF CONSTRUCTION: MAIN AND SERVICE REPLACEMENT DESCRIPTION OF CONSTRUCTION: SOUTHERN CALIFORNIA GAS COMPANY/ 20402713681 DIMENSION OF INSTALLATION OR REMOVAL: (1)600' X 4(5)4' X 4' CUTS APPROXIMATE TIME WHEN WORK WILL BEGIN: 1/8/2018 TIME OF COMPLETION: 3/30/2018 ESTIMATED CONSTRUCTION COST: (Including removal-of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or* replacing improvements) COMMENTS: THIS ENCROACHMENT PERMIT IS ONLY FOR WORK WITHIN THE CITY OF LA QUiNTA LIMITS) - -- -- In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons orproperty happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. LNotify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-7097: To ubrnit an inspection request, leave a message on the Inspection Request Hotline at (760) 7777097 prior to 1:30 P.M. at Ièäst twenty-fou((24) hours prior to the anticipated inspection Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the city of and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent SOUTHERN CALIFORNIA GAS • COMPANY P.O. BOX 3003 M18032. REDLANDS, CA 92373 (909)335-7963 Name of Applicant (please print) Business Address Telephone No. SOUTHERN CALIFORNIA GAS COMPANY P.O. BOX 3003 ML8032 REDLANDS,CA 92373 • (909)335-7963 Name of Contractor and JobForeman Business Address • Telephone No. AEC2S9 N/A Contractor's License No. City Business License No. SELF-INSURED SELF-INSURED Applicant's Insurance Company Policy Number Finance Revenue Code PERMIT INSPECTION EXCAVATION • $1,482.00 TRAFFIC CONTROL • $2,887.00 TRAFFIC CONTROL PLAN REVIEW • $702.00 TOTAL: $0.00 PERMIT NO: ENC2017-0009 DATE ISSUED: ,2 EXPIRATION DATE: 'i//Z.//T BY:.24' .) WORK INSPECTED BY*: I PERMIT COMPLETION DATES: 51f the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final icceptance of improvements from the City Council. • or Wffl?'T 4f, PUBLIC WORKS-DEPARTMENT APPLICATION FOR PERMIT Date: OF2,005M uaffill§ Purpose of Consfruction (i.e.: Rough Grading, Offsite Street, etc. Approximate Construction Start Date: Approximate Construction Completion Date Estimated Construction Cost Estimated Construction Coat shall include the removal of all obstructions, materials, and debris, back-filling, compaction and placing permanent resurfacing and or replacing improvements • Contact Name: •WPhone Numbcr Name of Applicant/Owner Applicant Address I_ropOiJi Applicant Telephone Number: Applicant E-mail Name ofContractor: W. Contractor Address Contractor Telephone Number Contractor State License Number Contractor City Business License Number: Contractor E-mail Address A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED I —1 ;-+ n flana,.nl T ni.i+. Tnn.wann (n.i,na.n,. or Contractor General Insurance Policy Number: Office Use Only: Inspection Fee: Permit Fee: As-Built Deposit: Dust Control Deposit: Credit Amount TOTAL FEE DUE: I IrnJPI( :rlprkIlstg - I-nmuc F. AnnhtrtlnI Office Use Only: Assigned Permit Number pJ(01 Approval Date: Expiration Date: Issue Date: Administrative Authority: City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC20I7.0009 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 pemiittee 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 (21 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 kiid. In the event it becomes necess"ary 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 excavatkn 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 Z RI NOTIFICATION: Permittee shall notify 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. Z 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. 0 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. 0 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 (1h') to one foot (1'). 0 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. Ri 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 W) of A.C. paving on ( N/A ) of class ( N/A "k). aggregate base. 0 R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600') in all directions shall be assured and maintained at all times. - RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil strenlizer. Rate-of application shall comply with the manufacturer's specifications. . . . . . •. City of La Quinta Z R111 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 QUtnta fcroes to preclude delay or interference with State or City of la Quinta projects. RI 2 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. Z 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') ofopen 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 o 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 fotwarded 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: Z R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2w) 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. 0 R23 STREET RESTRIP1NG: 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 backfllled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. • . • . • PERMIT NO. ENC2017-0009 .-.-. ...So..CaI Gas Company (WR#20402713681)/ Cuts for Main and Service Replacement! Washington St from Palm Royale Dr to Hidden River Rd In addition to the standard permit conditions,-the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public• Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. The permittee may only work at night if approved by the City Manager. If approved by the city manager, night work may be halted if the city receives complaints about the night work. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. S The permittee is responsible for obtaining a valid separate. permit from . other Cities, Câunty jurisdictions, or other agencies if any of the work or traffic control devices extend into the other Cities, County, or agencies right of way. 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. Southern California Gas Company (Erica Thompson), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 8.. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 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. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: . . October 1st to April 30: . . Monday-Friday 7:00 aim. to 5:30 p.m. Saturday . 8:00 a.m. to 5:00 p.m..• May 1st to September 30: Monday-Friday. 6:00 a.m. to 7:00 p.m.. Saturday '8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting Up traffic control devices) is not permitted on any Arterial street (ie any 4-lane street) before 8:00 a.m. . Special Conditions : . ' . . Page 1 of 6 PERMIT NO. ENC2017-0009 SoQCasCompany (WR#20402713681) I Cuts. for Main and Service Replacement/ Washington St from Palm Royale Dr to Hidden River.Rd I.I. 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. 12. Work within 500 feet ofa signalized intersection shall be performed between the hours of 9a.m. -.3 P.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Perinittee shall contact the City Traffic Signal Maintenance Division at (760) 777-7070 if signal operation at the intersection.is to be altered in any way. S 13. Trench plates are to be recessed and excavations shall be shored up. 14. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Pennittee 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. 15. 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: Approval of the construction Plan identification Time Frame of Closure Alternative Routes 16. 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. 17. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of . Possible traffic delays Time of construction Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 18. 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. Special Conditions S . . ,Page 2 of 6 PERMIT NO. ENC2017-0009 SoCal..Gas Company (WR#20402713681) / Cuts for Main and Service Replacement/ Washington St from Palm Royale Drto Hidden River Rd 19. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. 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. 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. 21. 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 Associate Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the pennittee'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. 22. This permit is not valid until the permitteé submits, to the Public Works Department 2 weeks prior to start of consfruction, the name of the City approved contractor, who shall submit to the City the following items: General Liability Insurance Company and Policy Number City Business License Contractors State License Number 23. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in Engineering Bulletin for Indemnification & Insurance Requirements. 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. 24. 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. Special Conditions . . . . Page 3 of 6 PERMIT NO. ENC2017-0009 So Cal Gas Company (WR#20402713681) I Cuts for Main and Service Replacement/ Washington St from Palm Róyale Dr to Hidden River Rd 25. Pursuant to Section 14.16.3 70 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 backfi11 operations. Backfill compaction shall be achieved by the following conditions: 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 (3eotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. Backfill materials shall be brought toor 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. 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. 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. 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. 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. Special conditions Page 4 of 6 PERMIT NO. ENC2017-0009 So Cal Gas Company (WR#20402713681) / Cuts for Main and Service Replacement/ Washington St from Palm Royale Dr to Hidden River Rd All excavations within City of La Quinta right-of-way shall be backflhled, 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 backfihled 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. All landscaping, irrigation, decdrative rock, decorative concrete, lighting, etc.,; shall be replaced to its original condition. Access and egress to all local properties shall be maintained at all times. 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: Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. ' 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. Permanent pavement replacement shall be installed using a City approved 3h" max medium asphalt concrete as the base course lift and a City approved Y2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. 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. S , Special Conditions • Page of 6 PERMIT NO ENC2017-0009 So Cal Gas Company (WR#20402713681) / Cuts for Main and Service Replacemènt/ Washington St from Palm Royale Dr to Hidden River Rd If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3h" 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. 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 gades. 30. 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. .31. 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. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 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. 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 Gen era] No tes for Tra ffic Con tro] 1 . ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO THE LATEST EDITIONS OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA—MUTCD), STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS & STANDARD PLANS, WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH). & ALL OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) REQUIREMENTS AS APPLICABLE. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN DISABILITY ACT (ADA) ACCESSIBILITY GUIDELINES & WITH THE CALIFORNIA ACCESSIBILITY GUIDELINES AS RELATED TO PEDESTRIAN ACCESS & SHALL MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES PER ADA REQUIREMENTS. SIDEWALK CLOSURE WITH THE CA MUTCD. THE CITY RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLAN IN USE & TO MAKE ANY NECESSARY CHANGES AS FIELD CONDITIONS WARRANT. ANY CHANGES SHALL SUPERSEDE THESE PLANS & BE DONE PER THE CA MUCTD WITH THE APPROVAL OF THE CITY ENGINEER. REVISED TRAFFIC CONTROL PLANS MAY BE REQUIRED BY THE CITY. EXACT LOCATIONS OF ALL EQUIPMENT & TRAFFIC CONTROL DEVICES SHALL BE DETERMINED BY THE CITY. WORKING HOURS PER THE ENCROACHMENT PERMIT STANDARD CONDITIONS AS ISSUED BY THE CITY OR AS SPECIFIED IN PROJECT BID SPECIFICATIONS THE CONTRACTOR SHALL NOTIFY THE CITY IN ADVANCE OF IMPLEMENTING ANY CONSTRUCTION DETOURS. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED RESIDENTS & BUSINESSES PRIOR TO CONSTRUCTION. TEMPORARY R26(CA) "NO PARKING" SIGNS SHALL BE POSTED 72 HOURS PRIOR TO COMMENCING ANY WORK. ALL PRIVATE DRIVEWAYS & SIDE STREETS SHAL BE KEPT OPEN AT ALL TIMES EXCEPT WHEN CONSTRUCTION TAKES PLACE DIRECTLY IN FRONT OF THE DRIVEWAYS/SIDE STREETS. ALL OPEN EXCAVATIONS ON PUBLIC STREETS DURING THE NON—WORKING HOURS SHALL BE BACK FILLED OR STEEL PLATED (ANTI—SKID PLATES) FOR TRAFFIC TO THE SATISFACTION OF THE CITY OR ENGINEER. THROUGHOUT CONSTRUCTION ALL EXISTING TRAFFIC CONTROL DEVICES SUCH AS SIGNAGE, STRIPING & OTHER PAVEMENT MARKING THAT ARE IN CONFLICT WITH THE PLANS SHOWN HEREON SHALL BE COVERED OR REMOVED WHILE TEMPORARY TRAFFIC CONTROL IS IN PLACE. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE STREET WHEN NOT IN USE OR UPON COMPLETION OF DAILY CONSTRUCTION & THE PERMANENT TRAFFIC CONTROL DEVICES SHALL BE RESTORED BY THE CONTRACTOR AT THE END OF EACH WORK DAY. TRAFFIC SIGNALS SHALL REMAIN IN OPERATION AT ALL TIMES. CONFLICTING TRAFFIC SIGNAL INDICATIONS SHALL BE COVERED & SIGNAL OPERATION DURING EACH CONSTRUCTION PHASE SHALL BE COORDINATED WITH AND APPROVED BY THE CITY ENGINEER. FOR SIGNALIZED INTERSECTIONS, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY & COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS & PROPERTY DURING PERFORMANCE OF WORK. THE CONTRACTOR SHALL FULLY COMPLY WITH ALL STATE & FEDERAL LAWS, RULES, REGULATIONS & ORDERS RELATING TO SAFETY TO THE PUBLIC AND WORKMEN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK ON A PUBLIC STREET TO INSTALL & MAINTAIN TRAFFIC CONTROL DEVICES AS SHOWN HEREON, AS WELL AS ANY SUCH ADDITIONAL DEVICES AS MAY BE REQUIRED TO ENSURE THE SAFE MOVEMENT OF TRAFFIC & PEDESTRIANS THROUGH OR AROUND THE WORK AREA. ALL TRAFFIC LANES SHALL HAVE A MINIMUM OF 5 FEET CLEARANCE FROM OPEN EXCAVATIONS & A MINIMUM OF 2' FEET FROM VERTICAL OBSTRUCTIONS. CONTRACTOR MUST MAINTAIN A MINIMUM ONE LANE OF TRAFFIC IN EACH DIRECTION AT ALL TIMES. THE CONTRACTOR SHALL POST C41(CA), "UNEVEN LANES" or W8-1 "BUMP" SIGNS IN ADVANCE OF PAVEMENT SURFACE DISRUPTIONS OF 1/2 " OR GREATER. PAVEMENT DISRUPTIONS OF 1 1/2" OR GREATER SHALL HAVE A BEVELED EDGE OF 4 HORIZONTAL TO 1 VERTICAL. PLACE ADDITIONAL C30(CA) "LANE CLOSED" SIGN ON TYPE 1 BARRICADES AT 200' INTERVALS THROUGHOUT EXTENDED WORK AREAS IN EACH LANE THAT IS CLOSED. INSTALL C27(CA) "OPEN TRENCH" SIGNS WHENEVER AN OPEN EXCAVATION AREA EXISTS ADJACENT TO THE TRAVELEED WAY. "STEEEL PLATES AHEAD" SIGNS SHALL BE POSTED IN ADVACNE OF EXCAVATIONS COVERED BY STEEL PLATE BRIDGING. 15, NIGHT WORK WILL REQUIRE WRITTEN APPROVAL FROM THE CITY. ALL ADVANCED WARNING SIGNS SHALL BE RETRO— REFLECTIVE DURING DAY TIME HOURS & WITH WARNING LIGHTS AT NIGHT. THE CONTRACTOR SHALL PROVIDE FLAG PERSONS AS DEEMED NECESSARY BY THE CITY. LEFT TURNS SHALL BE PROHIBITED DURING CONSTRUCTION WHEN LEFT TURN VISIBILITY IS RESTRICTED AND WHEN LEFT TURNS ARE IN CONFLICT WITH CONSTRUCTION OR OPPOSING TRAFFIC. ALL SIGNS SHALL CONFORM TO THE CURRENT CA MUTCD & THE UNITED STATES DEPARTMENT OF TRANSPORTATIUN BOOK OF STANDARD HIGHWAY SIGNS. UNLESS SHOWN OTHERWISE ON THE PLANS, NO SIGNS SHALL OVERLAP, ALL TUBULAR DELINEATORS SHALL BE 36" MIN HEIGHT & CONES SHALL BE 28" MIN HEIGHT & SHALL INCLUDE A 6" & 4" HIGH INTENSITY REFLECTIVE SLEEVES. THE CONTRACTOR MAY USE PREFABRICATED REMOVABLE DETOUR STRIPING TAPE, PAVEMENT MARKINGS AND/OR TEMPORARY REFLECTIVE PAVEMENT MARKERS WHERE SHORTENED USE WILL OCCUR, OR AS DIRECTED BY THE CITY INSPECTOR. REDUCE SPEED LIMIT TO 25MPH ON CONSTRUCTION ZONE PER MUTCD REQUIREMENTS. AS WELL AS POSTING 25MPH CONSTRUCTION ZONE SPEED LIMITS WHERE THE STREETS WILL BE REDUCED TO ONE LANE IN EITHER DIRECTION. CONFLICTING SIGNS SHALL BE COVERED & UNCOVERED AS NEEDED & CONFLICTING PAVEMENT MARKERS SHALL BE REMOVED WITH WET SAND BLASTING & RESTORED AT THE COMPLETION OF THE PROJECT. CONE DETAIL 3', RETROREFLECT \ 16 STRIPING NO SCALE EPDXIED CHANNELIZER DETAIL 2' 2' FINISHED EPDXY SURFACE CHANNELIZER (SURFACE MOUNTED) TYPICAL LEFT & RIGHT SHOULDER INSTALLATION NO SCALE TYPICAL CHANNELIZER DETAIL CHANNELIZER OR ((CONSTRUCTION CONE) N TRAVEL 2'/ 4' MIN, CONST. AREA LANE = _______ L BARRICADE WITH _______ FLASHING YELLOW BARRICADE LIGHT /4" WHITE/DOUBLE YELLOW OR 6" BIKE LANE LINE ROAD < >*RIGHT LANE ANE ® //'PREPARED"\ ROAD NARROW (/ LANE BE ROAD DETOUR SHOULDER BIKE LANE BIKE OPEN NE STOP 7 ROAD TO KARROW AHEAD AHEAD LANE CLOSED AHEAD DWORK CLOSED LANE AHEAD AHEAD CLOSED TRENCH < > < > "\,,,,,/" > e W20-1 W20-5(RT) W20-5(LT) W4-2(RT) W4-2(LT) W20-4 C9A (CA) W3-4 W5-1 C12 COO(CA) W20-3 W20-2 C24 W20-5(BIKE) C3O(BIKE) C27 W12-1 W1_4(LT) W1-4(RT) J® 1®11 I®! I1 I®] FFR~ 1. H ROAD CLOSED ~SIDEWALK] T KEEP F CLOSED SIDELKSED1 7 CROSS HERE WLOSED R9-9 R9 R9-11 R3-1 R3-2 R3-4 R3-18 R95 R96 R3-7(RT) R41 H P11-4 R4-7A(RT) [ DeTour BOGS WORK G2D-2 M4-9B [ DETOUR J DETOUR ] M4-10 (RT) SC3(CA) IDETOUR 1 1 END - (, DETOUR J M4-10 (LT) M4-8a W11-1 SHARE THE ROAD W16-1 I FKAT'ML LOIN I NUL DEVICE SI-ACING BY SPEED LIMIT LINE LEGEND OBJECT LEGEND WORKING HOURS Riverside 'J'ou,n ty 1.' .----------__-_.._.- PLANS PREPARED BY NAME TURRET PARKER DATE 08-24-2017 AGENCY AM ORTEGA PHONE 619 606 4072 REVISION DATE 12-20-2017 REVISION DATE REVISION DATE AM ORTEGA SPEED SON SPGONG TAPER LENGTH BUFFER LENGTH CONE SPACING CURB / PAVEMENT EDGE _________ FLASHING BEACON * , I I T JOB NO,I7-0B2-69710 ________________________ 00' 125' ISO' 25' CENTER LINE PORTABLE SIGN 3ONPT 250' 180' 200' 30 .. --- -- -.- 7 OOAM TO 3 OOPTI ___________________________________________ ____________________________ ______________________ WORKOITE TRAFFIC CONTROL PLAN 62752 WASHINGTON ST UTILITY CREW WORK AREA (GAS) ________________________________________ _________________________ P0 NO LIMIT LINE / BK LANE TRAFFIC CONE WWP 250' 245' 250' 35' BARRICADE STRIPING LINE PLAN NO 1045 AONPN 250' 320' 305 40 SIDEWALK FLASHING ARROW SIGN OSMPT 350 540 360 45 WORKING DAYS _________ PERMIT NO. 50V0 350' 600' ,.ZL...' 50 TRENCH LINE FLAG PERSON 55rPK 350 660' I' 55 ' POWER LINE WORK AREA SONYK 350' 720' 570' tO' CONE LINE TRAFFIC SIGNAL MONDAY TO FRIDAY I TRAFFIC CONTROL PLAN SHEET NOTES BSRPT 350' 780' 645 65' POWER POLE DRAW LINE 70MPH 35 840' 730 70' NORTH • ARROW UNDERGROUND SERVICE ALERT 2 LANE CLOSURE tflVNJ CR. TO .l FREE 1-800-227-2600 SCALE TWO WORKING DAYS BEFORE YOU DIG RIGHT LANE RIGHT LANE MUST MUST TURN RIGHT TURN RIGHT I K R37(RT) R-7(RT) Tie—in to Ex. Latera l -------------------------——-----------————--———--——--— G20-2 I W20-1 - G20-2 TI Washington St (50mph) - f. fD 350 - - - / - w20_1J I W20-1 W20-5(RT) CA) Washin g ton St (50mph) - Wat er Filled arrIers- 5OO 5OO 5OO 600 TAPER I •- - - - - - 20-2 WORK A AD ROAD RIGHT LANE LANE m 0 AHEAD I -h S < > BUFFER El SED i J1i1 W2O-1--1---- G2O-2 R3-7(R W201 G20-2 Tie—in to Ex. Main IOo 75 I_______W2O- I Washington St (50mph) --- --- - ---.- - -- - - - - - - - - -- --- - - -- Washington St (50mph) ( Filled- -Bar ri ers , , _.--. C30(CA) Gas Line I 300' 600' 425' 34" Trench Depth I TANGENT TAPER BUFFER 320-2 4W20-1 EyeCostoctshallbemointasedbetweenflagrnen,oruse2—wayradiocommunicationsatall times.I " NOTES " DRIVEWAYNOTE: W20-1 & G20-2 SIGNS SHALL BE PLACED ON ALL AFFECTED CROSS STREETS AT A MIN. OF 100' FROM AN INTERSECTION UNLESS NOTED OTHERWISE ON THE TRAFFIC PLAN(S) RESIDENTS WILL BE NOTIFIED A MIN OF 5 DAYS PRIOR TO COMMENCEMENT OF ANY THE CONTRACTOR IS TO PROVIDE ACCESS TO DRIVEWAYS, PEDS & BICYCLISTS AT ALL TIMES SCHEDULED WORK, REGARDING ANY LIMITED ACCESS TO THEIR PROPERTIES. C30(LANE CLOSED) SIGNS WILL BE PLACED AT THE START OF EACH NEW BLOCK B MID-BLOCK IN INCREMENTS OF 000' THE CONTRACTORS TO KEEP STEEL PLATES NEAR THE DRIVEWAYS AND HAVE THEM TEMPORARY No PARKING SIGNS SHALL BE POSTED A MIN. OF 72 HIRS IN ADVANCE OF ANY WORK. READILY AVAILABLE TO COVER UP ANY TRENCHING SO THAT THE RESIDENCES CAN ALL SIGNS, TAPER & LANE WIDTHS SHALL BE TO THE LENGTHS DEDICATED BY THE MUCTD & THE CALTRANS'S REVISED STANDARD PLAN (RSPS) MAINTAIN ACCESS TO THEIR DRIVEWAYS. ALL TRAVEL LANES ARE TO BE A MIN. OF 0 WIDE ON RESIDENTIAL STREETS, 12 WIDE ON ALL OTHER STREETS: 16' WIDE W/BIKE LANE ADDITIONAL FLAGPERSONS MAY BE REQUIRED TO COVER ADDITIONAL DRIVEWAYS WITHIN ALL TRAFFIC PLANS WILL CONFORM TO THE LATEST EDITIONS OF THE MUCTO & THE CA. SUPPLEMENT THE WORK AREA. TRAFFIC CONTROLDEVICESPACINGBYSPEEDLIMIT LINELEGEND OBJECTLEGEND WORKING -(OURS PLANS PREPARED BY AM ORTESA SPEED SIGN SPACING TAPER LENGTH HOFFERLENGfl- CONE SPACING CURB/PAVEMENTEDGE FLASHINGBEACON S SRI 0 1 50i _________ CENTERLINELANE PORTABLESIGN TRAFFIC CONE IC_OOPM TO 6_OOAM Riversid e County A NAME TORREY PARKER DATE 08_26_2017 JOB NO 17-082-49710 35MMH 250' 245 250P PO NO 40MPH 250 320 305 4 0'STRI PI N G BARRICADE . .-(,, '_" -' ."' AGENCY AMORTEGA PHONE 619_606_4072 PLAN NO 1045 45P 350 540 360 65' SIDEWALK FLASHING ARROW SIGN W WORESITE TRAFFIC CONTROL PLAN ' -_ __ --------- - . -...--- .'--.----.----.---------- 50HPH 350 600 425 42752 WASHINGTON ST 55MPH 60 350 660 495 55 ER LINE WORK AREA REVISION DATE ISOM" 350 720 5 __ TRENCH LINE FLAG PERSON WORKING DAYS UTIUTYCREWWOREAREA(GAO) IA'YAT_A::.__Y'g_A/J"_i';U'1 REVISION DATE 2_20_2017 PERMIT NO 65MPH 350 780 665' 65' CONELINE TRAFFICSIGNAL MONDAY TO FRIDAY 70MPH 350 840 730' 70 DRAWLINE POWER 0 TRAFFIC CONTROL PLAN REVISION DATE SHEET - 2 NORTH ARROW UNDERGROUND SERVICE ALERT CALL TOLL FREE 1-800-227-2600 SCALE o' TWO WORKING DAYS BEFORE YOU DIG RIGHT LANE MUST W20 -1 020 -2 TURN RIGHT 1 0 R3 -7(RT) 100, m LANE CLOSURE G20-2 0 Washington St (50mph) W20-1 W20-5(RT) W4 -2(RT) i:--- I( ;*---- 50' -600•- TAPER /LANEAHEAD AHEAD ® WORK CLOSED 0 CD W20-1 --e W20-1 -G20-2 RG2Q2 CD 100 100 350 -- Washington St (50mph) _____ Water Filled Barriers C30(CA) 425' BUFFER 250 - 'W20-1 Eye Contact shall be mointarred between flogmen, or use 2—way radio communications ot all times.I " NOTES " W20-1 a G20-2 SIGNS SHALL BE PLACED ON ALL AFFECTED CROSS STREETS AT A MIN, OF 00' FROM AN INTERSECTION UNLESS NOTED OTHERWISE ON THE TRAFFIC PLAN(S) THE CONTRACTOR IS TO PROVIDE ACCESS TO DRIVEWAYS. PEDS & BICYCLISTS AT ALL TIMES C30(LANE CLOSED) SIGNS WILL BE PLACED AT THE START OF EACH NEW BLOCK B MID-BLOCK IN INCREMENTS OF 000 TEMPORARY No PARKING SIGNS SHALL BE POSTED A MIN. OF 72 HRS IN ADVANCE OF ANY WORK. ALL SIGNS, TAPER a LANE WIDTHS SHALL BE TO THE LENGTHS DEDICATED BY THE MUCTD a THE CALTRANS'S REVISED STANDARD PLAN (RSP'S) ALL TRAVEL LANES ARE TO BE A MIN OF 0' WIDE ON RESIDENTIAL STREETS, 12 WIDE ON ALL OTHER STREETS 4 WIDE W/BIIKE LANE ALL TRAFFIC PLANS WILL CONFORM TO THE LATEST EDITIONS OF THE MUCTD a THE CA SUPPLEMENT DRIVEWAY NOTE: RESIDENTS WILL BE NOTIFIED A MIN OF 5 DAYS PRIOR TO COMMENCEMENT OF ANY SCHEDULED WORK, REGARDING ANY LIMITED ACCESS TO THEIR PROPERTIES. THE CONTRACTORS TO KEEP STEEL PLATES NEAR THE DRIVEWAYS AND HAVE THEM READILY AVAILABLE TO COVER UP ANY TRENCHING SO THAT THE RESIDENCES CAN MAINTAIN ACCESS TO THEIR DRIVEWAYS. ADDITIONAL FLAGPERSONS MAY BE REQUIRED TO COVER ADDITIONAL DRIVEWAYS WITHIN THE WORK AREA. TRAFFICCONTROL DEVICE SPACING BY SPEED LIMIT LINE LEGEND OBJECT LEGEND WORKING HOURS ______________________________ 8 3OAM TO 230PM Riverside 1'ountv PLANS PREPARED BY NAME. TORREY PARKER DATE- 08242017 AGENCY AM ORTEGA PHONE 619 606 4072 REVISION DATE 12202017 REVISION DATE REVISION DATE - ------ -- - AM ORTEGA SPEED I SIGN SPACING I TAPER LENGTH BUFFER LENGTH CONE SPACING CURB / PAVEMENT EDGE - FLASHING BEACON - if B I 0 JOB NO. 17-082-49715 PD NO 05 00 125 ISO' 25' CENTER LINE PORTABLE SIGN oo 250 180' 200 30 LIMIT LINE I Be LANE TRAFFIC CONE 3 5R 250 245 250 ________________________________ ____________________________ WORKSITE TRAFFIC CONTROL PLAN 42752 WASHINGTON ST UTILITY CREW WORK AREA (GAS) - - STRIPING LINE BARRICADE PLAN NO 1045 40Mm 250 320 305 So' . SIDEWALK FLASHING ARROW SIGN 45RPM 350' 540' 360 4 WORKING DAYS PERMIT NO. 50995 350 600 425' 50' TRENCII LINE FLAG PERSON 55Mm 350' AND' 49 ' POWER LINE WORK AREA 60Mm 350' 720 570' AG' CONE LINE TRAFFIC SIGNAL MONDAY TO FRIDAY ______________________________________ _________________________________ TRAFFIC CONTROL PLAN SHEET 3 65Mm 350' 780 645 65 DRAW LINE POWER POLE 70Mm 350 840 730' 70 W ashington St (50mph) / -I' C30(CA) LANE 71 CLO SED G2O2 CID U! 2 W20-1 W ater Was St (50mph) . rJ n Barriers / R4 -7A(RT) 75 , SHIFT TAPER 00 W54 00 W5-1 00' W20-1 U. a- 10- CD 3 CD -C a- 020 -2 Gas Line 34 Trench Depth 030(CA) -275- BUFFER 40' z m > W20— G20-2 100 / TI Washington St (50mph) - -- - - 0-1 W20-5(Rfl ' W4-2(RT) 500 500 ROAD RIGH WORK CLOSED M :E TLANE AHEAD W20f G20 -2 I -h AD <*> AHEAD 00 Phase A ARROW SCALE - I 0' 25' 50' I ® UNDERGROUND SERVICE ALERT IL - CALL TOLL FREE I-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG LANE CLOSURE -h,-. 350 Washington St (50mph) I . .- ii . /1.: 500 I m Phase 8 Washington St (50mph) 2 iv Gas Line AR 75 SHIFT 40'- TAPER R 4— 7A(RT) 00 C30(LANE CLOSED) SIGNS WILL BE PLACED AT THE START OF EACH NEW BLOCK & MID-BLOCK IN INCREMENTS OF 1000' TEMPORARY NO PARKING SIGNS SHALL BE POSTED A MIN OF 72 MRS IN ADVANCE OF ANY WORK. ALL SIGNS, TAPER 6 LANE WIDTHS SHALL BE TO THE LENGTHS DEDICATED BY THE MUCTD & THE CALTRANS'S REVISED STANDARD PLAN (RSP'S) ALL TRAVEL LANES ARE TO BE A MIN. OF 0' WIDE ON RESIDENTIAL STREETS, 12 WIDE ON ALL OTHER STREETS; 14' WIDE W/BIKE LANE ALL TRAFFIC PLANS WILL CONFORM TO THE LATEST EDITIONS OF THE MUCTD 6 THE CA. SUPPLEMENT LINT LLI,TNL) URN I PAVEMENT EDGE L)S,)LL I LLI,,LNU FLASHING BEACON • B I 0 a WORKING HOURS ENTER LINE PORTAELE SIGN 850AM TO 2 30P IMIT LINE / BK LANE TRAFFIC CONE TRIFING LINE BARRICADE IDEWALK - FLASHING ARROW SIGN WORKING DAYS RENCII LINE PERSON OWER LINE FORK AREA MONDAY TO FRIDAY ONE LINE -FLAG TRAFFIC SIGNAL RAW LINE POWER POLE -600 TAPER Eye Contact shall be maintased between flogrnen, or use 2-way radio communications at all tirnes.l " NOTES W20-I a G20-2 SIGNS SHALL BE PLACED ON ALL AFFECTED CROSS STREETS AT A MW, OF 00' FROM AN INTERSECTION UNLESS NOTED OTHERWISE ON THE TRAFFIC PLAN(S). THE CONTRACTOR IS TO PROVIDE ACCESS TO DRIVEWAYS, FEDS 6 BICYCLISTS AT ALL TIMES LANE CLOSED Phase C Washington St (50mp51 Water Filled. I Gas Line SHIFT 40' • TAPER 4— 7A( _ DRIVEWAY NOTE: RESIDENTS WILL BE NOTIFIED A MIN OF 5 DAYS PRIOR TO COMMENCEMENT OF ANY SCHEDULED WORK, REGARDING ANY LIMITED ACCESS TO THEIR PROPERTIES. THE CONTRACTORS TO KEEP STEEL PLATES NEAR THE DRIVEWAYS AND HAVE THEM READILY AVAILABLE TO COVER UP ANY TRENCHING SO THAT THE RESIDENCES CAN MAINTAIN ACCESS TO THEIR DRIVEWAYS. ADDITIONAL FLAGPERSONS MAY BE REQUIRED TO COVER ADDITIONAL DRIVEWAYS WITHIN THE WORK AREA PLANS PREPARED BY: AM ORTEGA JOB NO 17-082-49710 NAME TORREY PARKER DATE 08-24-2017 P0 NO - AGENCY AM ORTEGA PHONE: 619.606.4072 PLAN NO, 1045 T. REVISION DATE. 12-20-2017 PERMIT NO. AA REVISION DATE REVISION DATE SHEET 4 G20-2 Riverside County WORKSITE TRAFFIC CONTROL PLAN 42752 WASHINGTON ST UTILITY CREW WORK AREA (GAS) TRAFFIC CONTROL PLAN W20 -1 —F-G20 -2 CL CD 100 350 c30(cA) - ----i --I - Washington St (50rnp ) Water Filled -- Barriers -- -- -- -p--- - .... 2. - -- Ow - 37 G20 -2 NORTH ARROW SCALE - 0 25' 50' UNDERGROUND SERVICE ALERT CALL TOLL FREE 1-800-227 -2600 Two WORKING DAYS BEFORE YOU DIG LANE CLOSURE - G20 -2 E z > P1 -1 CD 0 - Washington St (50mph) ---- _____ ® L____ W20 -5(RT) W4 -2(RT) _111-115001 ~_uvv 500' II -O ° 250 ROAD RIG HT LANE WORK CLOSED I < > /1 i 0U I TT AHEAD AHEAD 0 - — W2O - CD W20-1 CD - C20 -2 I - z > P1-H I ICE 10 100 ' > I ;L I --- Washington St(5Omph)--- —---— - --- --— W20 -1 100 G20 -2 Gas Line 600 425 34 Tread Depth I TAPER BUFFER G20 -2 W20 -1 CLOSED CD Eye Contact shaU be mointoned between flogmen, or use 2-way radio communications Ct all tir " NOTES " DRIVEWAY NOTE: W20-I S G20-2 SIGNS SHALL BE PLACED ON ALL AFFECTED CROSS STREETS AT A MIN. OF 100 FROM AN INTERSECTION UNLESS NOTED OTHERWISE ON THE TRAFFIC PLAN(S). RESIDENTS WILL BE NOTIFIED A MIN OF 5 DAYS PRIOR TO COMMENCEMENT OF ANY THE CONTRACTOR IS TO PROVIDE ACCESS TO DRIVEWAYS. FEDS & BICYCLISTS AT ALL TIMES SCHEDULED WORK, REGARDING ANY LIMITED ACCESS TO THEIR PROPERTIES C30(LANE CLOSED) SIGNS WILL BE PLACED AT THE START OF EACH NEW BLOCK & MID-BLOCK IN INCREMENTS OF 1000' THE CONTRACTORS TO KEEP STEEL PLATES NEAR THE DRIVEWAYS AND HAVE THEM TEMPORARY No PARKING SIGNS SHALL BE POSTED A MIN. OF 72 MRS IN ADVANCE OF ANY WORK. READILY AVAILABLE TO COVER UP ANY TRENCHING SO THAT THE RESIDENCES CAN ALL SIGNS, TAPER & LANE WIDTHS SHALL BE TO THE LENGTHS DEDICATED BY THE MUCTD & THE CALTRANSS REVISED STANDARD PLAN (RSPS) MAINTAIN ACCESS TO THEIR DRIVEWAYS. ALL TRAVEL LANES ARE TO BE A MIN, OF JO WIDE ON RESIDENTIAL STREETS, 12 WIDE ON ALL OTHER STREETS, 14' WIDE W/BIKE LANE ADDITIONAL FLAGPERSONS MAY BE REQUIRED TO COVER ADDITIONAL DRIVEWAYS WITHIN ALL TRAFFIC PLANS WILL CONFORM TO THE LATEST EDITIONS OF THE MUCTD & THE CA. SUPPLEMENT THE WORK AREA. TRAFFICCONTROL DEVICE SPACING BY SPEED LIMIT LINE LEGEND OBJECT LEGEND WORKING HOURS PLANS PREPARED BY AM ORTEGA SPEED SIGN SPACING 00' TAPER LENGTH 25 BUFFER LEMOn' iso' I CONE SPACING CURB / PAVEMENT EDGE FLASHING BEACON ______________________________ Jount'v .Riversicle JOB NO. I7-082-49710 30Mm 250 180' 200' 25' 30' CENTER LINE LIMIT LINE / BK LANE PORTABLE SIGN TRAFFIC CONE - 830AM TO 230PM NAME TORREY PARKER DATE 0B262017 P0 NO 35m 250 _____ 245 __ 250' ___ s' STRIPING LINE BARRICADE LOPER 250' 320 305' 40' AGENCY AM ORTEGA PHONE 619 606 6072 PLAN NO 065 45MPH 350' 540' 360 45 SIDEWALK FLASHING ARROW SIGN I WORKING DAYS WORKSITE TRAFFIC CONTROL PLAN --.- PERMIT '0R0 350' BOO' 425 p' TRENCH LINE -._ FLAG PERSON 62752 WASHINGTON ST TIi.IAr4 REVISION DATE 12-20-2017 NO 55,P. 60Mm 350 350' 660' ' ROWER LINE WORK AREA UTILITY CREW WORK AREA (GAS) ' ___________ - _____________ REVISION DATE 65MPH 050' 720' 780' 570' 64 HO' 65' CONE LINE TRAFFIC SIGNAL MONDAY TO FRIDAY ____________________________________ __________________________________ REVISION DATE 75*n 350' 860' 1 730' 70 DRAW LINE POWER POLE TRAFFIC CONTROL PLAN SHEET' 5 NORTH ARROW SCALE - 0' 25' 50' ® UNDERGROUND = SERVICE ALERT CALL TOLL FREE 1-800-227-2600 Two WORKING DAYS BEFORE YOU DIG G20-2 C30(CA)H CD G2O-2 Washington St (50mph) - -- - W20 -1 W20 -5(RT) W4 -2(RT) 500. /\ AHEAD /RIGHT LAN /j\ WORK CLOSED " ROAD C20-2 < CE >1 250 OLANE 2o2 ±W20 RIGHT Ic W201 -r--- 2 O_2 I MUST TURN RIGHT 1 0 LANE 100 1 R3-7(RT) 2 LANE CLOSURE TAPER W20 -1 G20 -2 m CD 10 100, H. I -- Washington St(50mph) - ------------------------------------------- - ----.----------- Washington St (50mph) Water Filled_______________ Barriers W37 s0J Lin e hC202 IOOT TANGENT TAPER BUFFER CO G20 -2 •-- W20 -1 CD l Eye shall be roairTtaned between flogmen, or USC 2—way radio communications at all tirnes. a- ** kltvrce 0 DRIVEWAY NOTE: W20-1 & G20-2 SIGNS SHALL BE PLACED ON ALL AFFECTED CROSS STREETS AT A MIN OF 100 FROM AN INTERSECTION UNLESS NOTED OTHERWISE ON THE TRAFFIC PLAN(S). RESIDENTS WILL BE NOTIFIED A MIN OF 5 DAYS PRIOR TO COMMENCEMENT OF ANY THE CONTRACTOR IS TO PROVIDE ACCESS TO DRIVEWAYS, PEDS & BICYCLISTS AT ALL TIMES SCHEDULED WORK, REGARDING ANY LIMITED ACCESS TO THEIR PROPERTIES. C30(LANE CLOSED) SIGNS WILL BE PLACED AT THE START OF EACH NEW BLOCK & MID-BLOCK IN INCREMENTS OF 000' THE CONTRACTORS TO KEEP STEEL PLATES NEAR THE DRIVEWAYS AND HAVE THEM TEMPORARY No PARKING SIGNS SHALL BE POSTED A MIN. OF 72 HRS IN ADVANCE OF ANY WORK. READILY AVAILABLE TO COVER UP ANY TRENCHING SO THAT THE RESIDENCES CAN ALL SIGNS, TAPER & LANE WIDTHS SHALL BE TO THE LENGTHS DEDICATED BY THE MUCTD & THE CALTRANS'S REVISED STANDARD PLAN (RSF'S) MAINTAIN ACCESS TO THEIR DRIVEWAYS. ALL TRAVEL LANES ARE TO BE A MIN. OF 10' WIDE ON RESIDENTIAL STREETS, 2' WIDE ON ALL OTHER STREETS; 16' WIDE W/BIKE LANE ADDITIONAL FLAGPERSONS MAY BE REQUIRED TO COVER ADDITIONAL DRIVEWAYS WITHIN ALL TRAFFIC PLANS WILL CONFORM TO THE LATEST EDITIONS OF THE MUCTD & THE CA. SUPPLEMENT . THE WORK AREA. TRAFFIC CONTROL DEVICE SPACING BY SPEED LIMIT LINE LEGEND ______________________ OBJECT LEGEND WORKING HOURS Riverside County -' PLANS PREPARED BY NAME: TORREY PARKER DATE: 08262017 _______________ AGENCY AM ORTEGA PHONE 619 606 4072 REVISION DATE : 12-20-2017 REVISION DATE REVISION DATE AM ORTEGA SPEED SIGN SPACING TAPER LENGTH BUFFER LENGTH CONE SPACING CURB / PAVEMENT EDGE - FLASHING BEACON U 0 B 1 JOB NO,170821.9710 ________________________ 2SEEPII 00 125 I 50' 25' 1000PM TO 600AM CENTER LINE PORTABLE SIGN 301,PE 250' IRO' I 200' 30' P0 NO LIMIT LINE / BK LANE TRAFFIC CONE 250 245 I 250' STRIPING LINE BARRICADE PLAN NO. 1065 LORPRI 250 320 305' I 45MPH 350' 540' ______________________ I 360' __________ 'Ls' SIDEWALK --- FLASHING ARROW SIGN WORKING DAYS WORKSITE TRAFFIC CONTROL PLAN 42752 WASHINGTON ST UTILITY CREW WORK AREA (GAG) . .__.____________ - -. 1.7 PERMIT NO. TR'' 350' 600' 425' ' TRENCH LINE FLAG PERSON SSNPR 350 660 I W" ' MONDAY TO FRIDAY POWER LINE WORK AREA 60MPH 350' 720' I I 570' 60' CONE LINE TRAFFIC SIGNAL SHEET 6 TRAFFIC CONTROL PLAN 65MPH 350' 780' 645' 65' DRAW LINE POWER POLE 70MPH 050' 840' 73 70' z in > Washington St (50mph) 5 =0:r C in -O in 0 -n in *R9_11 To be placed on South/East corner of Intersection of Washington St and Ave of the States - CD a G20-2 CD I -o _350'— W20- Was hington St (50mph)( - - - - RY -9 - G2O -. W20-1 T 100' Water Filled Ba rriers -465 - BUFFER Gas Line 34 Trench Depth 00 UI NORTH ARROW UNDERGROUND SERVICE ALERT II- CALL TOLL FREE 1-800-227-2600 SCALE TWO WORKING DAYS BEFORE YOU DIG LANE/SIDEWALK CLOSURE z > in - >1 G20-2 TI Washington St (50mph) - W20-1 W20-5(RT) W4-2(RT) 350 350 350'— KROAD RIGHT WORK CLOSED NE AHEAD AHEAD G20 -2 R3-7(RT) W20-1 G20 -2 00 100 -- -1 ® - --- - -. - -. - -- - R9-11 / C30(CA .1- C30(CA) -600 - TAPER O/LANEN 0SE///G2O2 !— 250 W20-1 Eye contact shall be maintaned between flagmen, or use 2-way radio communications at all times, " NOTES " W20-1 & G20-2 SIGNS SHALL BE PLACED ON ALL AFFECTED CROSS STREETS AT A MIN. OF IOU FROM AN INTERSECTION UNLESS NOTED OTHERWISE ON THE TRAFFIC PLAN(S). THE CONTRACTOR IS TO PROVIDE ACCESS TO DRIVEWAYS, FEDS IN BICYCLISTS AT ALL TIMES C30(LANE CLOSED) SIGNS WILL BE PLACED AT THE START OF EACH NEW BLOCK a MID-BLOCK IN INCREMENTS OF 1000 TEMPORARY NO PARKING SIGNS SHALL BE POSTED A MIN. OF 72 MRS IN ADVANCE OF ANY WORK. ALL SIGNS, TAPER a LANE WIDTHS SHALL BE TO THE LENGTHS DEDICATED BY THE MUCTD a THE CALTRANS'S REVISED STANDARD PLAN (RSP'S) ALL TRAVEL LANES ARE TO BE A MW, OF 0' WIDE ON RESIDENTIAL STREETS, 2' WIDE ON ALL OTHER STREETS, 14' WIDE W/BIKE LANE ALL TRAFFIC PLANS WILL CONFORM TO THE LATEST EDITIONS OF THE MUCTD a THE CA. SUPPLEMENT . DRIVEWAY NOTE: RESIDENTS WILL BE NOTIFIED A MIN OF 5 DAYS PRIOR TO COMMENCEMENT OF ANY SCHEDULED WORK, REGARDING ANY LIMITED ACCESS TO THEIR PROPERTIES. THE CONTRACTORS TO KEEP STEEL PLATES NEAR THE DRIVEWAYS AND HAVE THEM READILY AVAILABLE TO COVER UP ANY TRENCHING SO THAT THE RESIDENCES CAN MAINTAIN ACCESS TO THEIR DRIVEWAYS. ADDITIONAL FLAGPERSONS MAY BE REQUIRED TO COVER ADDITIONAL DRIVEWAYS WITHIN THE WORK AREA. TRAFFICCONTROL DEVICE SPACING BY SPEED LIMIT LINE LEGEND OBJECT LEGEND WORKING HOURS TO 2:50PM 1?iverside ('ounty PLANS PREPARED BY:AM NAME TORREY PARKER DATE 08-24-2017 AGENCY AM ORTEGA PHONE 619 606 4072 REVISION DATE . 12-20-2017 REVISION DATE REVISION DATE . ORTEGA SPEED SIGN SPACING TAPER LENGTH BUFFER LENGTH CONE SPACING CURB I PAVEMENT EDGE FLASHING BEACON - S B I S JOB NO. I7-0B2-69715 PD NO 2S 100 125 ISO' 2 CENTER LINE PORTABLE SIGN 3OMPe 250 ____ lEO' __ 200 ___ 30' __________ LIMIT LINE / BK LANE TRAFFIC CONE 35em 250 24 250 .. WORKSITE TRAFFIC CONTROL PLAN 42752 WASHINGTON ST UTILITY CREW WORK AREA (GAG)itnt ' - ..... STRIPING LINE BARRICADE PLAN NO. 1045 40ePH 250' 320 305 40' .'.. SIDEWALK FLASHING ARROW SIGN WORKING DAYS 4 50— 5sPn 350 540' 360' 65' PERMIT NO. 350' 600' 425' TRENCH LINE FLAG PERSON 55s 350' 680 495' ROWER LINE NORK AREA 60MPH 350' 720 570' 60' __ CONE LINE TRAFFIC SIGNAL MONDAY TO FRIDAY TRAFFIC CONTROL PLAN _____________________________________ SHEET: 7 65MPH 350' 780 645' 65' DRAW LINE POWER POLE 70MPH 350' 840' 730' 70 W20 -1 500 Washington St (50mph) ---------------- ____ - - - -- Water Filled 12'B arriers .12' -- --I C30(CA) 37' R96a -600'- TAPER 4 LANE CLOSED I -200 ' 5 R9— 91 1 BUFFER I Gas Line 34"Trench Depth G20 -21 NORTH * ARROW UNDERGROUND tJ SERVICE ALERT CALL TOLL FREE 1-800-227-2600 SCALE , TWO WORKING DAYS BEFORE YOU DIG W20 ._ 1 _f__I1 G202 G 20-2 Washington St (50mph) - - - - - - - I W20-1 W T)- 500 ' 500 ' ROAD RIGHT 4 LANE WORK m :E CLOSED im AHEAD AH EAD > I - LANE/SIDEWALK CLOSURE tR9 -11 To be placed on South/East corner of Intersection of Washington St and Ave of the States W201jff j I I 350' W20 - -- Washington St (50mph) 2 I a- Eye Contact shall be rnaintaned between flogmen, or use 2—way radio communications at all times.I " NOTES " W20-1 & 020-2 SIGNS SHALL BE PLACED ON ALL AFFECTED CROSS STREETS AT A M I N. OF 00' FROM AN INTERSECTION UNLESS NOTED OTHERWISE ON THE TRAFFIC PLAN(S) RESIDENTS WILL BE NOTIFIED A MIN OF 5 DAYS PRIOR TO COMMENCEMENT OF ANY THE CONTRACTOR IS TO PROVIDE ACCESS TO DRIVEWAYS, FEDS & BICYCLISTS AT ALL TIMES SCHEDULED WORK, REGARDING ANY LIMITED ACCESS TO THEIR PROPERTIES C30(LANE CLOSED) SIGNS WILL BE PLACED AT THE START OF EACH NEW BLOCK IN MID-BLOCK IN INCREMENTS OF 000' THE CONTRACTORS TO KEEP STEEL PLATES NEAR THE DRIVEWAYS AND HAVE THEM TEMPORARY NO PARKING SIGNS SHALL BE POSTED A MIN OF 72 HRS IN ADVANCE OF ANY WORK. READILY AVAILABLE TO COVER UP ANY TRENCHING SO THAT THE RESIDENCES CAN ALL SIGNS, TAPER & LANE WIDTHS SHALL BE TO THE LENGTHS DEDICATED BY THE MUCTD & THE CALTRANS'S REVISED STANDARD PLAN (RSP'S) MAINTAIN ACCESS TO THEIR DRIVEWAYS. ALL TRAVEL LANES ARE TO BE A MIN. OF 10' WIDE ON RESIDENTIAL STREETS, 12' WIDE ON ALL OTHER STREETS: 4' WIDE W/BIKE LANE ADDITIONAL FLAGPERSONS MAY BE REQUIRED TO COVER ADDITIONAL DRIVEWAYS WITHIN ALL TRAFFIC PLANS WILL CONFORM TO THE LATEST EDITIONS OF THE MUCID & THE CA SUPPLEMENT THE WORK AREA. DRIVEWAY NOTE: TRAFFICCONTROL DEVICE SPACING BY SPEED LIMIT LINE LEGEND OBJECT LEGEND WORKING HOURS PLANS PREPARED BY AM ORTEGA 3Oem 250 IRO 200' 3D ________________________ _______________ __________ __________ NAME TORREY PARKER DATE 08-24-2017 P0 NO 2SMe lOS 125 ISO 25 CENTER LINE PORTABLE SIGN ..1?iverside 'ounty' . AGENCY AM ORTEGA PHONE 619 606 4072 PLAN NO. _______________________ _______________________ JOB NO. 17-082-49710 REVISION DATE SPEED SIGN SPACING TAPER LENGTH BUFFER LENGTH CONE SPACING CURB / PAVEMENT EDGE FLASHING BEACON AOMPR 250 320 305 40 STRIPING LINE BARRICADE . 35ePR 250 245 250 LIMIT LINE / BK LANE - TRAFFIC CONE 830AM 2 OOPM 50' 600 425 o TRENCH LINE -.---..-- FLAG PERSON WORKING DAYS 42752 WASHINGTON Sr 7jg;7T'4 REVISION DATE 12 -20-2017 PERMIT NO. 55MPH 350 660 4Q5 POWER LINE HORK AREA UTILITY CREW WORK AREA (GAS) 1045 45MPH 350 540 360' 45 SIDEWALK FLASHING ARROW SIGN WORKSITE TRAFFIC CONTROL PLAN —3 60MPH 350 720 570' 60 _________________________________________________________________________ 65MPH 350 780 645 65 CONE LINE TRAFFIC SIGNAL MONDAY TO FRIDAY ______________________________________________________________ 70MPH 350 840' 730d 70' DRAW LINE POWER POLE TRAFFIC CONTROL PLAN REVISION DATE SHEET 8 W20 -1 W20 -5(RT)--- 500' 500' ROAD RIGHT LANE WORK CLOSED AHEAD AHEAD W20 -1 C-:E G20 -2 0 G20-2 - -- - -- - Washington St (50mph) -- NORTH - - ARROW SCALE - I 0' 25' 50' I ® UNDERGROUND SERVICE ALERT U— CALL TOLL FREE 1-800-227-2600 Two WORKING DAYS BEFORE YOU DIG LANE/SIDEWALK CLOSURE 0 W20 -1 C20 -2 a < 100' CD >Ic2 11 Tt-'tt TO 1 W4 -2(RT) 1 -h 020 -2 W20 -1 020 -2 W20 -1 CD L-H '--i1IIIIII1_- - --- —--————---Washington St(50mph) ————————--—-- -- -- ------- wasIng1on1umpn) 6, Water Filled Barriers - - - -------------12' - - -- -- -- 37' R96 Gas Line R 96 , Jc30R3\ - /r '\C3o(cA) -- - --- - - 0-2 R9-9 425' 600' 1 < 250' I TAPER I BUFFER 020 2 34" Trench Depth oo LANE a- CD W20-1 W20 -1 I m CLOSED- I lEye Contact Shall be mointoned between flagmen, or use 2—way radio communications at all times. - 020 -2 CD CD Ill ID CD (V NOTES DRIVEWAY NOTE: W20-I & G20-2 SIGNS SHALL BE PLACED ON ALL AFFECTED CROSS STREETS AT A MIN. OF 100' FROM AN INTERSECTION UNLESS NOTED OTHERWISE ON THE TRAFFIC PLAN(S). RESIDENTS WILL BE NOTIFIED A MIN OF 5 DAYS PRIOR TO COMMENCEMENT OF ANY THE CONTRACTOR IS TO PROVIDE ACCESS TO DRIVEWAYS. REDS 8 BICYCLISTS AT ALL TIMES SCHEDULED WORK, REGARDING ANY LIMITED ACCESS TO THEIR PROPERTIES C30(LANE CLOSED) SIGNS WILL BE PLACED AT THE START OF EACH NEW BLOCK S MID-BLOCK IN INCREMENTS OF 000' THE CONTRACTORS TO KEEP STEEL PLATES NEAR THE DRIVEWAYS AND HAVE THEM TEMPORARY NO PARKING SIGNS SHALL BE POSTED A MIN OF 72 IRS IN ADVANCE OF ANY WORK. READILY AVAILABLE TO COVER UP ANY TRENCHING SO THAT THE RESIDENCES CAN ALL SIGNS, TAPER & LANE WIDTHS SHALL BE TO THE LENGTHS DEDICATED BY THE MUCTD & THE CALTRANS'S REVISED STANDARD PLAN (RSP'S) MAINTAIN ACCESS TO THEIR DRIVEWAYS. ALL TRAVEL LANES ARE TO BE A MIN. OF ID' WIDE ON RESIDENTIAL STREETS, 12' WIDE ON ALL OTHER STREETS: 14' WIDE W/BIKE LANE ADDITIONAL FLAGPERSONS MAY BE REQUIRED TO COVER ADDITIONAL DRIVEWAYS WITHIN ALL TRAFFIC PLANS WILL CONFORM TO THE LATEST EDITIONS OF THE MUCTD a THE CA SUPPLEMENT THE WORK AREA. TRAFFICCONTROL DEVICE SPACING BY SPEED LIMIT LINE LEGEND OBJECT LEGEND WORKING HOURS PLANS PREPARED BY AM ORTESA SPEED SIGN SPACING TAPER LENGTH BUFFER LENGTH CONE SPACING CURB / PAVEMENT EDGE FLASHING BEACON JOB NO. 17-082-49710 30Rm 250 180' 200' 30' _____ NAME: TORREY PARKER DATE: 08-24-2017 P NO 25,-we 100 125' ISO' CENTER LIRE PORTABLE SIGN u Riverside County 35Rm 250' 245 250' LIMIT LINE / Be LANE ' TRAFFIC CONE • 830AM TO 230PM LORm 250' 320 305' 40' STRIPING LINE BARRICADE C . ' .. . - _______ _________ ___ AGENCY AM ORTEGA PHONE: 619.606.4072 PLAN NO. 1045 WORKOITE TRAFFIC CONTROL PLAN 350 540 360' 65' SIDEWALK FLASHING ARROW SIGN WORKING DAYS 42752 WASHINGTON ST r jg.,rf REVISION DATE 12-20-2017 PERMIT NO. 350 600' 425 TRENCH LINE --,.---. FLAG PERSON 55,,PO 3S0 660 POWER LINE WORK AREA UTILITY CREW WORK AREA (GAS) - - REVISION DATE 6ORP# 350' 720 570' 60' _________________________________________________________________________ 6SeP11 350' 780 665' CONE LINE TRAFFIC SIGNAL MONDAY TO FRIDAY ______________________________________________________________ -- 70MPH 350' 840 730' 70' DRAW LINE POWER POLE TRAFFIC CONTROL PLAN REVISION DATE . SHEET. 9