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42381 a k NOTE:. . With proper validat.iori' this form constitutes an encroachment permit :ts CITY OF LA QUINTAD APPLICATION FOR PER IT PUBLIC WORK&, CONSTRUCTION (ENOR A D- JUL 0 7 2005 8 CITY A A`uu�•. 1 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 r } Subdivision Improvement Permit — Class I II DATE: September 21, 2004 Minor mprovement Permit Class IV Simon Drive & Highway 111, PM 301Us, `4aehington Park LOCATION OF CONSTRUCTION (Street address or Description of Location). Install 24"'-wator maim PURPOSE OF CONSTRUCTION - - Sketch (attach construction plans if appropriate) for c.v�vu DESCRIPTION 0kEloring I.ONWy 11 j DIMENSION OF INSTALLATION OR REM -OVAL an'uaitazxou ox approsizaately .57u L.F. oY 24�' w'ate xn a SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION"Z7 y �• y�� ESTIMATED CONSTRUCTION COST $ (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend, and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permii granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. 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 Applicant or Agent Bill Sanchez, Washington 111, LTD, 78365 Hwy 111, No 351, La Quinta, CA 92253 760-485-5308 Name of Applicant (please print) Business Address Telephone No. Desert Pipeline 83477 Avenue 62, Thermal, CA 92274 760-399-5194 Name of Contractor and Job Foreman Business Address Telephone No. 251658 151-5 Contractor's License No. i C JA�,/�f City Business License No. 1` Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $:':� Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No $-? Received by Date 4238 PERMIT VALIDATION PERMIT NO. Ll Z J DATE APPROVED / ~ 7 T EXPIRATION DATE l' _ 2 (1 DATE ISSUED r > By Administrative Authority "rilh: "In Recorded by 11 Telephone: (760) 777-7075 9mooFi0-- - {'L E �iE4T'�IL�7' 3r� %�1ra ___ SIMON.DR. : .:.. - . 0, : 0, NIIII •.�III��NII�HIIIIIIIIIIIINnImNllm INNUINNIIIINNIIIINNNIINI -- IIIIINNMIMI mom1�N1111 BORE ®1INNNIIIi•....■■■..■s11111N1111NI1mmIm111111�111N11N1 • I�t111NNN111mN1111Na11N11N1111N11Nmimlm11m1111111N • F�IININIIIINIINIINIIIIINiIIIIIINIIIINNImIm11mN1111111 MAIN LINE NORTH�IIINININIIIIIINIIIIIIIIIIIINIIIi�:��ii11IlINIm11111Ni1N11Nm TIE IN • - owl MEN !BASE PAVE • - 7/27/05�IIIIIIUIINNIIINIIIIIIIIIIN �IIIIm11N11111111Ni1mmINi1N SOUTHBASE 'PAVE IIININININIIIIIIIIIIIIINIININn11111i� ��IIIIIIIININIIIIINIIN �IIIIIIIIIIIINIIIIIIIINIIIIIINIINIIIIilllli�.r11111N111Ni111N1m • �IIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIsi1N111N1111Elm FLUSH & BAC TEE 18/16tv:: III IIIe11111NNII1111111111OINIe11111NI111N1111�:. i111NINIIINN :. :. 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BORE M I�11ppIHININNIIHIIIIIINHNNNI 1 111111�e111MEINIIIIIIIIIIIIIIHIINEENHl IIINN� El Elm :.. 1 IHun11i1�.........��i1111111111HI11u1mm1�IW11W111H11H I p it IIIIIHIIImH1111ne11111111111H111 MAIN LINE • �i11111®IInnllnnn1e111111r IIIIIIHIIIIHHINEEN1111u111111ii l • �i11n11111ii1N11H11111111ei11e1111i�::�1111111®111111111HIm11HIn • �IIIIIIni1nn1111111111111111111111111i�e1111H11H11H1111miu� • �IIIn11111nn111H111111111111�.�IIIIHIIIHIHIIIilmlmin BASE . :: IIIIIIe11111H1111111111111H111111111m11i� si111111H11H11H11111H ' ®ili1111111e1H11111111 H1111111111H 1111111 e1i�.�I IIIIN11111 Ililmm� ,CLORINATEMimi FLUSH :. :: Ill IIHIIHIuulele111ei11111111111HIHiluH1111,:1111ueuelHlH FINAL PAVE 8.0 :., III�IIIIIm1111111111Ne11111111111111111111m11..�Ie1111111111111 ,FINAL RAISE VALVE a �_ III�IIIi11111111111Nlllllllllllllllllllllllllllvrll . . _ __ _._0 ____� _ -__ ����HIS.M 1112=©1 a PERMIT_NO.4238 Washington ParkBoring Sewer4Line Hwy-111/Parcel No. 30903 In addition to the standard permit conditions; the following shall apply: L. 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. i 2. Washington 111, LLD • hereinafter referred to, "Permittee", shall be responsible for providing continuous dust -and erosion control. 3: , 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 Jetter 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 4. 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. 5. , 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 I at 777-7089 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. 6. The issuance of this permit and the City approval of.the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the, plans. As such, plans approved for this permit maybe "at risk7 for further modifications as it relates to any follow up improvement plan requirements, as required by the city or existing errors & omissions by the architect or engineer of record. 7. ' 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 1 of 6 PERMIT NO.4238 Washington Park/Boring Sewer Line Hwy Ill/Parcel No. 30903 8. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer I) of the private land owner whom is being encroached upon. 9. Prior to excavating in native Soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer I. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 10. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 11. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 12. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 13. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 14. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 15. 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 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. Special Conditions Page 2 of 6 PERMIT NO.4238 Washington Park/Boring Sewer Line Hwy II1/Pareel No. 30903 16. Work within 500 feet of a signalized intersection,shall be performed between the hours of 9 a.m. 3 p.m. Traffic control shall beset up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at.(909) 275-6894 if signal operation at the intersection is to be altered in any way. 17. 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. 18. 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 Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual).. A traffic control plan shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and.barricade all construction sites. 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. • 19. • Prior to excavating, if required, the Permittee shall contact Underground. Service Alert at 1-800-422 4.133'. 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. 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... Pursuant to Section ,14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights-of-wayshall.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: m Special Conditions Page 3 of 6 PERMIT NO.4238 Washington Park/Boring Sewer Line Hwy 111/Parcel No. 30903 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. 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. 22. 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. 23. All landscaping, irrigation, decorative rock, decorative: concrete, lighting, etc., shall be replaced to its original condition. 24. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 4 of 6 I PERMIT NO.4238 Washington Park/Boring Sewer Line Hwy.111/Parcel No..30903 25. 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. C. Permanent pavement replacement shall be installed using a- City approved '/" max medium asphalt concrete as the base course lift and a City approved %Z" 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/" 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 shallbe 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. Special Conditions = Page 5 of 6 PERMIT NO.4238 Washington Park/Boring Sewer Line. Hwy 111/Parcel No. 30903 26. 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. 27. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 28. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 29. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 30. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6 City of La Quinta The following General and Special Provisions are attached to and made a part Permit Number 4238 Co The follo►vina shall always aoo/v: WOLN 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 tie 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 aan/v when indicated: '® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior. to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies, relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit,until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed. concrete gutter line and the existing road pavement shall be surfaced with ( " N/A" ) inches of A.C. paving placed on ( " N/A," )inches of ( " N/A" ) aggregate sub -base course having an "R" value of not less than (" N/A "-) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ®' R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as, established by a licensed engineer:. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall . be removed.. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 %") of A.C. paving on (" WA " ),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. ❑ RI BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (T) and vibrated using vibrostamper or equivalent equipment. Altemate 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. ❑ RI 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. ❑ RI COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG .SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. w C-18 H WY. I I I z p n ` coNAHEAD.u . f C-13 y STRUC - (SEE NOTE 4 NO SCALE r i CONSTRUCTION c n C,$ W 1 R saas,xq C-18 SEE NOTE 4 saas,n0 A " KEEP P 4 NDAD, R-1; _ sa.s �1 �, - 1• s CON;1RUtn0 r KEEP RIGHT RIGHT C V ' 4HEa0'' CON9iRUCnO �, .: � KEEP - ^ •�f h � � � �� - .�c 6 •-"1FJD" RI r 1'` mGHT POST NO PARKING c i I _ 48 HOURS IN ADVANCE 100 F �400 FT y 150 FT 350 FT mg ,s ^ x W - '. G '" . c y3r r . r '� � .;, a u - ,. a. W' _ a: � � x• `, Y "'?$ . 't`. .i .'.�,7s 7'`. . �' -�ii 1 I 't� i� .�iJ .� - � - ', . � �f � '�r 'W; .t A; _ :� _ - •f Nv Yr a r l 1 1�.,�.b �:.;.� .rr�� ;,1r1 fl •1, .fl 9 1 flFfl fl• fl• .,<'a: - vim' T,x�+. � "R. fin' ,5 y'— "'s•- .- �..-- � Yrr., �{° •,, ".: �, ram-' � ;� - ; ,,#-` - f � '�.� , � - a s � �"�, - -s•#F.fs!.,6 +�'.;.r- - f;j,e4 e.-i�'.-.:--,eyr ;,r y ..•'i-__n..l ie A f .Z 4 t. i `e.;,j f, .. G.�. ^ �- ,s. _-,�a�II.� s v •;�. _ �"" ».'?, .a �.-,.c._ ,.���..� 1 •,��y�� P 3 a5 �4. -n � 4 ���` � 2Fi �i�• � : / " t f -� 1 -- '.�.c' wR ♦'. � � s�����+ .+i�, -� 66idL: "'� '.{A,- - a• -0 - � {k • r r:,,,� .. 'i „t• t'. �•:,e1 \;c <z ' :x .. F.. =: ,L i -+ .e.- � � . ±�'.- •e- { s : T '�- -tom z. .t r.,�f�n i,�. ;5�.✓ -"�- +r x?d I—.�' S 4 -30 e :fr�° SIMON DR. C 18 ' 1N- CDP (LT) LANE •. r i1" war C-3 r , .� . CLOSED, n_ POST NO PARKING INSTALL GLUE DOWN O 'i #1> NonD.: R t r�' r a _ y= I CLOSED' 48 HOURS IN ADVANCE ORANGE CHANNELIZERS m . AT25' CENTER WITH 9 ' RECEIVING PIT 40112' BORE PIT �. G (ADD K-RAIL BARRIER IFWATER LINE LOCATED YELLOW REFLECTORS. .. - BOTH SIDES TO SEPARATE o PIT LEFT OPEN OVERNIGHT)R x -' 6' FROM CENTERLINE OPPOSING TRAFFIC.'- • �°"' ' 'AHEAD C-13_ � � -` _ ,� C-18 CHAMPION ' �� ,^ ' - •: END" �' Ki f �- "t � rmao',. :N � coustaucno � • � " CONSTRUCTION ALBERTSON .CENTER - NOTES: J. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. j 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND Approved By _, Date SpeedumIt • TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF RANCHO MIRAGE REPRESENTATIVE. 50 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN Project Name - ACCORDANCE WITH TRAFFIC CONTROL PLANS. Bore Water Line Under Hwy. 111 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE PdmeConuector Traflic0mbd Conimctor NEAREST TRAFFIC LANE. I t Desert Pipeline Inc. Tops N Barricades, Inc. 5. ACCESS. TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. i Phone Prepared By eased on Standard 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY FOR APPROX. 2 WEEKS ON THE SOUTH SIDE OF HWY. 111 AND 2 OR 3 DAYS ON THE NORTH SIDE AT (800)852-TOPS Ron Fifield CALTRANS T-11 THE RECEIVING PIT (THIS MAYBE ABLE TO REOPENED EACH NIGHT IF LEFT CLOSED OVERNIGHT ADD K-RAIL BARRIER) sheet Number Date PemctNumber 7. THE TRAFFIC SIGNAL MAY NEED TO PLACED ON RECALL SINCE TRAFFIC LANES ARE SHIFTED. 1 . 4/8/04 To Be Issued on Approval w C-1 sll - - ROAD e Hllllll'. 111 Co NAHFmn0- i C-13 . END? SEE .NOTE 4 ;U CONSTRUCTION ` NO SCALE f� �_ i;;� 4 ;. _ _ _ _ C-18SEE NOTE 4 # � ' "� 1 cRn C-18 zags mn snsmn - KEEP -ROAD. R-1 i ' SPJ6 _ + s. S RIGHT- COHAHEAO O cONSTRucTlo 3r- - KEEP RIGHT,AHEao ° pOST NO,PARKING - Rlcnr 48 HOURS IN ADVANCE �- a, 100 F • ;' 400 FT 150 FT. 350 FT � �. r� ,�.-4-r..a� r :,r�-k. �s maw � �c =*..:�� �-�^•���- -- �:. _ _.�_ , •1 •.Sfl fl r! fl:l'fl i « ;�_ �., rw _ 'r.H : 32 FT ,5'�' -,•'s. ,r-.�,., ;,. t a x., . _ _ - �- -"C-�,.��,s�.� j-s - r-.*v---'-�.".P. _.-.-,;,_ ".cd:'�ll i'yl'fl'.#' r!n c r. _`.�, ,- _ z: �,\..... „'q:ns.i r c .r' + P'"' .a4. $ .k' a �✓ �w"Tr ,!"-'+� k %� - +i.- ''�&'"*.. t. .K >>..•� ;i''.-:�.--:t k - _ e {•., '-� ."f; -.�..' . yit s _.rJ .L.=•', r., c._�i-rl` - =t�.`- -`_� - ♦ -: 1'".•:� :�f" 5..�l�.fl mil- -�"- __�_",-,,,` ;�;,,`- . 'r. ;t l _ _� - ••�i `i � •%�f;. - _ _- �YK, _"t'�t _ ; - ,-,,`".- r .�j _ y' � `:�:�5•t. `;''_''c t .,, _�'4. , K.4 "'"f � a.�i}- Y tS• r� �__ '+4`- �•_s 1. - t '7 ��- � - �N: `"7'0�'. ��,` ;:�.�?- :e.• -:"' Y � �*'-. .� .r: ,�5� u _ _ 'rt' ''+- _ z `;?�i"Ge ,.;t 1 _ :i�,�7 n �',e:'L:.. �^S".%�,:... J -,"Y-.. AA_ %S%, r-•�3 t `�b� :+i�" i,..;-: - ^'''.,.w:a �' s�'<a, `�: UL7�;�y':►je 1y ..i ui s"' a 4yw '`tZ� r r+'ry'.%' ':1k }r �{(�I;�a� .�1. ,,rC .'a' hyy„ '`iti•%, �i_ rd l�-"4.��..Mn, 5F ,'�''•''. .. dt: -� ,-,.'�� � + ..:�.*6r t.LL.[l:.'• � ` i. � �i�,, ��:. i •,G2� .atap. . i�, •'•9u-• .�`,�'�' �a�rr•,-+' .���'�;'. , ,+.. t:i-T'- �� � .T+�=��•�_'�"•�" �;� . c+st+' .�.�-, �"`+�`-ti�zr�" :. - �.. �• +^. re"nr�'� sr••.., � -� . � � ; .+•! - -�c. Y �t--n .� s .' �t'"a^': .w ",.� _ ^..�_� '�" �"'�,^'� _ r.•=! � a 7 - "°� � . :'lsa-v"�GdIDt4iR'p.='lf.=_-^'-' wr „-•a- � + -3U - SIMON DR. , <11A. C-18 S,!• W- (LT) NE OSED C 3 4� POST NO PARKING INSTALL GLUE DOWN 'x t • t1F '„ . LANE; K?, t .- .RoaUti- R-t }, ,�, .;,.;�•cL.asED `48 HOURS IN ADVANCE ORANGE CHANNELIZERS- • �• cONSTRUcno _ A"° o RECEIVING PIT' 40'X12' BORE PIT AT 25 CENTER WITH : . YELLOW REFLECTORS .-•-c (ADD K-RAIL BARRIER IF i,' WATER LINE LOCATED E' b' . BOTH SIDES TO SEPARATE C_1$ PIT LEFT OPEN OVERNIGHT+ 6 FROM CENTERLINE • y.. , fr_ }�yn6pe.+ OPPOSING TRAFFIC. - �oNST nDC 1� '7 w z CHAMPION CHEVROLET; + 3 - - C-18 �� '' END ,:aria �==A - -� �, � grmao� . •` .. ) � , AL:BERTSON .CENTER � ti tiNaTROcaD t NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPA_ RTMENT OF TRANSPORTATION (CALTRANS) MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. �z } 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE_ PUBLIC SAFETY AND Approved By Date_ Speed Limit TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF RANCHO MIRAGE REPRESENTATIVE. I 50 ` , 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN Project Name ACCORDANCE WITH TRAFFIC CONTROL PLANS. I Bore Water Line Under Hwy. 111 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE ' Prime contractor Traffic Control contractor NEAREST TRAFFIC LANE." Desert Pipeline Inc. Tops N Barricades, Inc. 5. ACCESS, TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. t Phone Prepared By Based on standard 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY FOR APPROX. 2 WEEKS ON THE SOUTH SIDE OF. HWY. 111 AND 2 OR 3 DAYS ON THE NORTH SIDE AT (800)852-TOPS Ron Fifield CALTRANS T-11 THE RECEIVING PIT (THIS MAYBE ABLE TO REOPENED EACH NIGHT IF LEFT CLOSED OVERNIGHT ADD K-RAIL BARRIER) ; Sheet Number Data Permit Number 7. THE TRAFFIC SIGNAL MAY NEED TO PLACED ON RECALL SINCE TRAFFIC LANES ARE SHIFTED. 1. 4/8/04 To Be Issued on Approval O'L %�S11 I �l"hlCli H C�'e . •. l/(/ L U " raNg , PRECONSTRUCTION MEETING AGE A lodesca.9cv CALTRANS PERMIT NUMBER: 08-04-6-UJ-0140 DATE: JUNE 30, 2005 \ L REQUIRE PLANS AND INFORMATION. ❑ Copy of Cal -OSHA permit if tunneling, trenching, bored and jacked involved. 2. MATERIALS, TESTS & CERTIFICATIONS 2 e( ❑ . The form "Notice of Materials to be used," form CEM-310 is required (attached). �� Q�The manufacturer shall provide a Certificate of Compliance'. -��"''� ❑ Prior start of work, the design mixes for the Portland Concrete Cement, Asphalt Concrete must be submitted for approval before use. ❑ Asphalt Concrete per "July 1999 Standard Specification Section 39". OKSurvey Grid for Utility (attached) ❑ Bore.and jack per Caltrans Encroachment Permits Section 600 (attached). 3. STANDARDS AND SPECIFICATIONS ❑ All work, shall be performed in accordance with the current State. Standard Plans, Standard Specification, Encroachment Permit Manual, and Encroachment Permit Utility Provisions. 4. CONTRACTOR'S REPRESENTATIVE The Contractor must have --an "in charge" person. at the job site at alltimes or the State rpay suspend work. lEr The contractor shall submit. list of Subcontractors (name and telephone number) involved in this project. 5. CONSTRUCTION SCHEDULE PilThe Contractor will submit- a Construction. Schedule prior to starting of work and an revision during construction. Construction hours are generally from 9:00 a.m. to 3:00 T.M. Monday to Thursday, and 9:00 a.m. to 1:00 p.m. on Friday. 6. TRAFFIC CONTROL ❑ The Contractor shall be responsible for. arranging the services of . a qualified traffic control. contractor to provide any needed traffic control. PRE -CONSTRUCTION MEETING PERMIT #: 08-04-6-UJ-0140 DATE: JUN ,.30, 2005 ❑ The Contractor shall notify the State's Representative, and obtain approval of, all traffic control, lane closures or detours, minimum seven (7) WORKING DAYS prior to setting up of any traffic control (attached). ❑ The Contractor should maintain 12 feet lane width on all lanes. 7. SAFETY ❑ All personnel shall wear hard hats and orange or lime vests shirt or jackets as appropriate while on State property. 8. "AS -BUILT" PLANS AND FINAL INSPECTION ❑' The Contractor shall submit "AS -BUILT" plans no later than two (2) weeks after completion of works. No final inspection .and approval of completed work will be performed until the State is in receipt of "As -Built" plans. 2 600 �(Utilities Permit A s 623TRENCHLESB OGr , ACHNOL f TES • Bo e�& Jack /�Ionzontal DirechonahDr ''� • � —' '`` `�'=�' '�'`'•"�"-'�' --� k Y IlingMicro Tunneling /Pipe Ramming /Pip.e urstin" _ Permit Code'W a rr.••+M••, w..•'''o'vX'�"'..S`.0 'P`_..+•„ 1 x<. x e4:^a.. _�'h» ab�hment of a .�urveya�Gnd.��ne".�s,;regmred on�installahons w><th�d�amefers�:> - 30 a a>admay be required onr mstallahons with�''�diameters<4 30" if warranf_ed:' tran�s� s�ross�ngs of<State Highway }��ght bf �vay;req"_uire encas_ementi • Utility installations.,,and services installations are not permitted within culverts 'or: drainage structures within State highway right-of-way.;- - = The installation of underground utilities.within State highway right-of-wayahall be performed by the use of a trenchless technology, in inost cases.Open-cut installations will onlybe allowed as a last resort, by,issuance`of a "-UT"-permit. The requirement for encasement of utility installations is for the protection,of the .traveling public and' to minimize :the amount of disturbance to,the 7structural integrity of the roadbed. = j - rt' Ins specific cases encasement may cause a- red uetion.in catho --jc protection to the carrier pipe, which may result in corrosion to the pipeline. In these_ speci.ic cases when authenticated and warranted, ,encasement of said facility may be -waived. Encasement requirements are shown in E Table',6.8. Encasement maybe re uire' d foron i tudinal'utili'h.� i.nstall ations`w`rtwit hin " city or county roadways . that cross withinState highway ri ht=of-wa = + g f R Y• - t $ore..&hack • :".. ,! , , ! Utility installations 'placed., by, the. -bore &jack method- shall be monitored to< ensure that `the integrity' of the existing roadway elevations are maintained Bore & Jack consists of cuttin g of the soil g , generally 6 to , 8 ahead' of the pipe -p p beingjacked simultaneously," by an auger; placed•`within the encasement.. The_ encasement should' generally, support the -integrity of the -hole' -,When tlie•encasement isfalso.to serve as'the carrier facility for ' hazardous materials, the use of another trenchless installation is recommended. Potential damage 'could occur during'the jacking process, rendering the'use of That' facility as the' carrier pipe useless. " Rev. 01/2002 T Encroachment `' ' 6�34 : Permits Manual Utilities Permits 600 r" Table 6.8 1 Encasement Considerations Encasement Requirements based on: Installation Method, Type of Highway Facility, and Material Transported in Carrier Bore and Jack Directional Drilling I Trenching Facility Type High Risk Section 605 I Frwy/Expwy Encase Conventional Encase Fury/Expwy Encase I Conventional Encase I Frwy/Expwy Conventional Encase Encase Low Risk Section 605 Encase Encase Encase Encase Encase Optional Exempt Facilities Encase Encase Optional Optional Optional Optional Section 605 Pressurized Fluids Natural Gas Lines Minimum 7.5' Depth Encase Optional Encase Optional Encase Encase Encase Encase � Encase Encase Optional I Optional j (Append' H Gravit Flows Encase the option of Encase the District Permit Encase Engineer. Encase Transverse crossings Note: "Optional" means at Optional O tional require encasement. 623.1A Encasements Ericaetnerits that house carrier pipes under pressure shall be. steel pipe with a minimum inside diameter sufficiently larger than the outside diameter of the pipe or duct to accommodate placement and removal and shall conform to Caltrans' Standard Specifications. The steel encasement can be either new or used, or of the approved connector system. Used steel casing shall be pre -approved by a Caltrans' representative prior installation. When the *method of Horizontal Directional Drilling is used to install the encasement, the use of High Density Polyethylene Pipe (HDPE) as the n se em of is acceptable. In specific instances the approval of Headquarters Office of Encroachment Permits, may be required. Encasemeni=eq etru meets I. All transverse crossings, single ducts or pipes 6" or greater (150 mm) in diameter shall be encased. Installation of multiple ffuets-!i s regardless of diameters shall require uire g 9 encasement (for exceptions see Appendix H). Encroachment Permits Manual . Rev. 01 /2002 6-3 5 { + Art f :Utilities Permits 2. The minimum wall thickness, requifed'.for steel encasements is based on lengths and ' . diameters of pipes is shown. in Table 6.'9: 3 Encasemenf ends shall -be plugged with'un-grouted bricks or other suitable material _ .... approved by the Caltrans'.epresentative.` 1'= ' 4 the Caltrans a resentat ve a requue the a ' ` P Ypermitteeto pressure grout,�filltng`anj + gnE rya s t • a _ da i iL ' . { �o"ids�generated in the course af��he pence xwork >Grouting shall be at the expense of 2axr'c _ the muttee >Grout holes whenpiaced mside,the pfthe pipe, enerall Son diameters<of - 4 h „ . g y Mi: x Y4. . 3n6�x�gre�atershall be on 8 (2�43 m) centers;;longitudutally and offset,22 degrees from .Wentcal �. M�u� gg to��he�left .and nght ,of the top +longitudinal axis of ftlte ptpe;; Grtpressure�sliall not�exceec�five (5srg<(34 SkPa) fo"ia�durahoufficient tofl S. 4$ N% i+W=4Y4 ST1""�...V c-' �+'T•l Cx.f,�^._, .m.'.'xa 4'..15^ { .,.,Z a There �iNtaaspacing �equuement vyhen�p7acement�oftimuiti7�7e encasements as``requested` ''Wc' ss '.. at L a 1•s+- r iY e i;: t.va .v YP . ,Z'he_. chstancefZietR►een znultipleneai nts shallbe the ygeater,ofkeithe�24'' 61�OriJ • . w, ".. o ice � Of �11e,�d1a�IIlet � z'1: ��:s� t e � •ar z �.....c•�...._....•i....� � - . _ >a.....=-••-. e `o � ..e��_$e P Pe���mstalled: °;: f. . 6. W�u}g hers he used shall only=ad ad m m n ofI (25 4 mm) to diamete to the . ousidedtameter of the did. ptQeVoids mexcessofthe 3tandarcl Specif ns cafio . T A band welded to the leading edge°of•the encasement pipe should be'placed square to the alignment and n6t on th6bottom edge of pip_e!'A.fla ed,lead section on bores over 100' (3648 m) shall not be permitted. t r 9" ,—` Encasements placed within{conventtonallughwaywnght=of wayshall xtend 5 d 52 m) .rbeyondtlieedgeoi the a ecishou)le back,ofcurb.o to,;the - ' lines jh� nSh • _ .�,1'�.nT-F"a3`i;' 'pus � -z r - < 3' t rx .'^"�'.u. i tea+.- c„ r i 9 .t^•- ,1 : 10 EncasementsYpl ace d acrossrcontrolled,access right of way.shall'extend to the hwaj! �r,a f ti ` •.! ' ' i right-o.'a�y'Iuies' .� , y , , ; r , r .13.;-„H . � - .. •+ +ter, t '. _ • ,.. ' � ' i -..� - 'ram ,� _ f .. `' 4. Rev. 01/2002 1Encroachment Permits Manual y .; ' 6-36 - S . / n . ."+.:.:fit`.♦ n - ,...,f ,..' ... .. ..W, .. _. -, .n_. - ' Utilities Permits 600 Table 6.9 Required Thickness for Steel Pipe Casings Minimum Wall Thickness Casing Diameter Up to 150' (45.7 m) Length Over 150'(45.7 m) Length 6" to 28" (152 mm to 711 nun) 1/4" (6 nun) 1/4" (6 mm) 30" to 38" (762 nun to 965 mm). 3/8": (10 mm) 1/2" (13 mm) 40" to 60" (102 mm to 152 narn) 1/2" (13 mm) 3/4" (19 mm) 62" to 72" (1575 mm to 1829 nun) 3/4"-(19 ffun) 3/4" (19 mm) 623AB Bore and Receiving Pits Requirements: . 1. 2. gg 4., entRINNONA"I S coraancedl- Qe. ziagax 5. '6. PMAMIR 7. Encroachment Permits Manual Rev. 01/2002 6-37 600 Utilities Permits 8emporary�Type Kratlrng*shall be placed at a�20) per or as otherwise directed by the ,�. _ salirans'�repiesetitabyeto maintain;theantegnt ! of-the'adja ' r _ - cent travel:lane: A tunnel is defined as ,any installation that is )30' (762 mm), of larger, in diameter (see Section 518, and"Table 5.24 - Permit Code TN). 623 Zorizontel irechonal-Dr"illins� Horizontal Directional Drilling is another trenchless method for the placement of encasement or carrier pipe under, across or within existing highway right-of-way. 623.2A• BACKREAMER DETECTION f JANUARY 1, 2000, sonde detection on the .backreamer is required. "(see Appendix "E".) . . 623.2B Dbeutrientation:ofhPro�'e'cfed�Patti , The permittee shall provide a copy of -the bore -log showing horizontal :and vertical alignment (depth). A bore -log shall be kept for both the'pilot bore and the•"reaming piocess.'These records shall be provided to the Department's representative daily. The bore=log shall depict a plan profile of the actual bore' path.. 623.2C Safety Requirements All drilling units should be equipped with an electrical strike safety package. This package at ininimal should contain a .warning sound alarm and shall be ;tested upon setup of the job. Protective safety gear IS REQUIRED. for all membersof the contractor's crew, (Die -Electric boots are required. At all HDD:operation sites, Safety electric overshoes shall be worn by all membees of the crew andby•the inspector, at all times: 623.2D Permit Application Submittal ^ All utilities that are installed by HDD shall provide' "As-Builts" upon completion of the job. i The ., • • , permit application package should contain the following information in support of the permit ap plication; ,construction plan, site layout plan, project schedule communicationplan,,safety procedures, emergency, procedures, company experience record, contingency plan and a drillin g YP g i fluid. management plan n support of the permit application. 1: 'Location of entry and exit point. 2.. Equipment and pipe layout areas. 3. Proposed —drill path alignment (both plan.& prof 1. view). 4. Location, elevations and proposed clearances- of all utility crossings and structures. 5. Proposed Depth of cover.. Rev.01/2002 .,Encroachment Permits Manual 6-3:8 „of California-' ' - f GUIDELINES Department of Transportation -TYPICAL. SURVEY: GRID FOR 'UTILITIES INSTALLED WITHIN STATE RIGHT-OF-WAY Roadway Surface. SURVEY GRID NOTES: ,' - Specified.Cover Depth t Sur'vey.data, is'to be collected at the specified points along the casing alignment. at the following times: x . , y (No Scale), ` .; S ;`.S Offset Distance (S) is 1.. Prior to Start of Work. w '. , based, on Casing,Pipe. '2.,, Mid -point to the Completion.of Work. PROFILE Right -of -Way -, Diameter: , - - 3.• Completion of Work.= 4. Sixt(6),months after.the Date of Completion. ' L'- ' — - ” " — — - - = - - - ; • ' Or;` as.required by the -Department. - -Casing, 4^til! Centerline of Pipe y . . LEGEND: r, ET1N �_ - I --�- -- -- ETW I - r V =Survey Data Point. .__._ ______ _ _ _________ ______ _...______- � ETW. _ �I _____ -_ __ -_ .______ . x --r -�: ETW Direction of Travel —� EP i EP r .. . Casing O Or: n : � Centerline of Roadway � � � � � Right -of -Way,-• NOTES: ' For Divided Highways � ate' � � '� � ��` �• � -■. For Undivided Highways EP = Edge of Pavement EP EP _ ETW =Edge of Travel Way (i.e., Fog Line, Yellow Stripe, etc.) • ET1N �- • , I _ - ETW� S =.Offset Distance away from the pipe alignment,'as follows: 5 • feet (1.5 meters) for casing pipe diameters ETW -®----�� ETW less than 30 inches (760 millimeters) -feet ` EP i • 10 (3.0 meters) for casing pipe diameters EP between 30 inches (760 millimeters) and 72 inches (1,830 millimeters) Right Of Way i i • 15 feet (4.6'meters)forcasingpipediametersgreater __.__ ___ than 72 inches (1,830 millimeters) i (No'Scale) REV. 07/16/03 .Pipe or Conduit S i S STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. , N TRAFFIC CLOSURE REQUEST .All clos.ures•requests•shall-be submitted to the District Permit Engineer no less than 7 calendar days in -advance of the closure'dates. FAX .to' (909)L 38376730 ,or'(909) 383-4224 SUBMITTAL DATE: t. PERMIT NO: PERMIT ENGINEER: CONTRACTOR INFORMATION: ` Company: y ; ' Contact Person: Work Phone:' �` Fax No; Cell Phone: ; Traffic�Closure'expires 30 days after approval date: Traffic Closure extending z ° more. than, 30•days need to be subihitted for each month requested: From Date: Start Time (24hr.): ,' 'End Time (24hr): To Date: ,• " Start Time (24hr:) End Time (24hr): Sun ❑ Mon ❑ r Tues ❑: Wed ❑, Thur ❑, Fri ❑ s Sat ❑ r . City: Intersecting Roads: County: ` . •� Route: _ Beg:PM: End PM: Direction(s): = �Total Directional Lanes: „ ` FACILITY: ' Connector ❑ Mainline ❑ On -Ramp ❑ Off -Ramp ❑ On & Off Rams ❑ Left Shoulder _ p ❑ - Right Shoulder ❑ Local Street ❑ LANE(S)• CLOSED:' HOV ❑ . ~ 1 ❑ . , s2;❑ 13 ❑ 4 ❑ 5 ❑ 6 ❑ Aux ❑ Shldr � lI TYPE OF CLOSURE:,. Directional ❑ . `- FuII;' I' sure ❑ Lane. El Moving El j One Way ❑ Alt Lanes , ❑ Various ❑ " TYPE OF WORK TO BE DONE: 'FLAGGING OPERATION ❑ DETOUR ❑ -STATE OF CALIFORNIA -'DEPARTMENT OF TRANSPORTATION NOTICE',OF MATERIALS TO BE -USED CEM-3101 (REV 10/1992) CT# 7541-3511-1 ` To: (Resident Engineer) DATE: You are hereby notified that materials required for use under Contract Number for construction of i in Dist. Co. Rte. P: M. will be obtained from the following sources: COEMRNO.T MATERIAL TYPE ; NAME AND ADDRESS OF INSPECTION SITE f , , It is requested that you arrange foe sampling, testing and inspection of materials prior to delivery in accordance with section 6 of the Standard Specifications where the same is practicable and in accord with your policy. It is understood that source inspection does not relieve me of the full responsibility for incorporating in the work, materials that -comply in all respects with the contract plans and specifications. nor does it preclude the, subsequent rejection of materials found to be unsuitable. Yours truly, - WHITE - STRUCTURAL MATERIALS ; DIV. OF MATERIALS ENGINEERING & TESTING SERVICES Contractor 5900 FOLSOM BLVD. SACRAMENTO, CA 95819 CANARY -RESIDENT ENGINEER BUSINESS ADDRESS. ` PINK - CONTRACTORS FILE GREEN- DISTRICT + BUSINESS PHONE EXTENSION ADA Notice For individuals with sensory disabilities, this document is available in alternate formats. For information call (916) 654-6410 or TDD (916) 654-3880 or write Records and Forms Management, 1120 N Street. MS-89, Sacramento, CA 95814. 4 STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION . NOTICE OF MATERIALS TO BE USED CEM-3101 (REV 10/1992) CT# 7541-351.1-1 INSTRUCTIONS TO, CONTRACTOR . Section 6 oPthe Standard Specifications. states that the contractor shall furnish the ,resident engineer a list.of the contractor's sources of materials and the locations at which.those materials will be available for. inspection. The List shall be submitted on, a state -furnished, form I. and shall be fumished to the resident engineer, in sufficient time to permit inspecting, and testing of materials to be furnished from the listed sources in advance of their use. In order to avoid. delay in approval of materials; the Department of Transportation must receive notice'as soon as possible. Please comply with the.following as closely as possible: ' The contract number and job limits should be the same as' appears on the special provisions. The column. headed."Contract.ltem No." should show all the item _numbers for which the material is to' be used. = a The column headed "Material Type" should be a description of the material and not necessarily the name of the contract`item. ; -The column headed "Name and, Address of Inspection Site" should be that of the actual source of supply and not subcontractor or jobber. If the sources of all materials are,not known at the beginning of a contract, report those. known. .Supplemental "Notice of Materials to Be Used" should be submitted for the others as soon as. possible thereafter. Do not delay submitting, 'the original'notice until all]nformation is known. All changes in kinds and sources of materials to be used should ;be reported on supplemental "Notices of Materials to Be Used" immediately., Retain your copy,and mail all other copies to the resident engineer. a . Note: When placing orders for .materials . that required inspection prior to shipment, be sure to indicate on your order that state inspection is required. CEM-3101 (REV. 10/92) _ STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION, - Page 7 of 7 STANDARD STORM WATER POLLUTION PREVENTION SPECIAL PROVISIONS (DRAFT) TR-0170 (Rev. 04/2004) ., 1. NPDES REQUIREMENTS: Permittee shall -be responsible for 14.• SOIL- DISTURBANCE: Soil disturbing activities shall be full compliance with the Caltrans Storm Water Program and, the- "- avoided during the rainy season. If grading activities during wet Caltrans. NPDES permit requirements. For additional information, 'Weather are, allowed in your permit, all control measures necessary visit the Caltrans Stormwater Website` at http://www.dot.ca.gbv/ to prevent erosion shall be implemented. , hq/construc/stormwate'r/*stormwaterl.htm 15. EXISTING VEGETATION: Mature vegetation is,the best 2. RESPONSIBILITY FOR DEBRIS: Permittee shall be form of erosion control. Disturbance to existing vegetation shall be responsible for preventing all dirt, trash; debris and other . minimized whenever possible. construction waste from entering storm drains, local creeks, or other bodies of water. 16. SLOPES: In cases where slopes are disturbed during construction, soil shall be secured with erosion control and soil 3. VEHICLES AT THE WORK SITE: Permittee shall, prevent stabilization measures. •Fiber rolls shall. be placed downslope until all vehicles, equipment, etc. from leakage or'mud tracking onto the soil is secure. roadways. 17. CATCH BASINS: Sand, dirt, and similar materials shall be 4.. VEHICLE' FUEL AT ..THE WORKSITE: Permittee stored at least 3-meters (10-feet) from catch basins and covered equipment fueling and maintenance activities shall not,result in. any with a tarp during wet weather or when rain is forecast. - pollution at the job site. 18. SWEEPING: Roadways, and other paved areas shall be swept 5. CLEANING VEHICLES AT WORKSITE• Permmittee shall daily. Roadways or work areas shall not be washed down with clean all equipment with clean water -only in a bertned area or over water. a drip pan large enough to prevent run=off. No soaps, solvents, degreasers, etc shall be used in State right of way.Any water from 19." CONTAMINATED WATER: The State representative shall this operation shall be collected and disposed of at an appropriate be notified, in case any unusual discoloration, .odor, texture in site: ground water, in excavated material or abandoned -.underground tanks, pipes, or buried debris are encountered. 6. WEATHER CONDITIONS AT WORKSITE: All, paving, painting, grinding, and saw -cutting operations shall be performed 20. DIESEL FUELS: Use of diesel as a form -oil shall not be during ,dry weather... Permitted. 7. FRESH AC: Fresh AC shall not be washed. 21. DEWATERING:. Any effluent discharged into any storm water system requires`a waste discharge permit from the Regional 8. PRO,TECTION OF DRAINAGE: Permittee shall protect/cover `Water.Quality Control Board. The permittee shall provide the State gutters, ditches, drainage courses, and inlets .with sand/gravel,bags, Representative with a copy of the Waste Discharge Permit. fiber rolls, etc., to.the satisfaction of the. State representative during paving operations, saw -cutting, etc., ° 9. SAW CUTTING: No dry saw -cutting shall be allowed. 10. SPOILS & RESIDUE: Permittee shall vacuum or sweep any saw -cut spoils, debris, residue,•etc. No spoils, debris; residue, etc. shall be washed into a drainage system. - 11. PAINT: Rinsing of paintbrushes or materials is not permitted in state right-of-way. Oil. based paint sludge and unusable thinner shall be disposed of at an approved hazardous waste site. 1.2. GROUT & MORTAR:'All construction materials including concrete, grout, cement containing premixes and mortar shall be stored under cover and separated away from drainage "areas. Stored materials shall not reach a storm drain.' 13. CONCRETE EQUIPMENT/VEHICLES: Concrete ; equipment/trucks shall be washed out off of State right of way or in a designated washing area as required by Caltrans Standards. r 22°:'2004 9> 17 ; A'Ih' FR `'HR'F.i7'I•NS•lfR'ANCE '".° '760' at0 .47"E 9- T-`0.';97777,1.55' "' P::"0'1'?,0'1 f ?• - Ciiefit#w 24142 ( 2DESEPIPI ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD)YYYY) 09/22/04 PRODUCER THIS; CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION >.: HRH Insurance Services of ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 'Southern Calif LIC#068d503 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POL)CIES BELOW, '77-564 Country Club Dr., #401 Palm Desert, CA 92211 . INSURERS AFFORDING COVERAGE NAIC # JIUSUREr• D INSURERA. Great American Assurance %aMTS t Desert Pipeline Inca INsuRER B: American States Insurance 19704 83477 Avenue 62 g Thermal, CA 92274 IN$VRERC: RSUI Indemnity 22314 INSURER D: State Fund 35076 i INSURER E; • COVERAGES THE POLICIES OF INSURANCE LISTED.BELOW HAVE BEEN ISSUED TO THE INSUR- FD NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF -ANY CONTRACT OR OTHER.DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERi1N I&SUJBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN. REDUCEO BY PAID CL; )MS. INSK L•TR AWL I TYPE OF INSURANCE POLICY NUMBER "'-^- ''F��tCY EFFECTIVE PDY AWE MM IRATION DVfM LIMITS A aENERAL LIABILITY l GLP5166206 '09/01104 ' 09/01/05 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL UABIUTY a 1 DAMA QE CO RENTEDIF $SO 000 MED EXP (Any one Person) S CLAIM$ MADE OCCUR PERSONAL & ADV INJURY $1 000 000 ' -� y - . ' - _ ! S +i) ' : ! X OCP GENERAL AGGREGATE 32 000 000 . GDA AGGREGATE LIMIT Appur eE -, POLICY �(_.��.- PRODUCTS - COMP/OP AGG $2 OOD OOO B AUTOM08ILE X' LIABILITY ANY AUTO 02CE08053910 "09/01/04 . 09/01105 COMBINED SINGLE LIMIT (Ea acddent) S1,000,000 ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Par person) S X HIREDAUTOS X NON•OWNE,O AUTOS BODILY INJURY (Per ecadenl) S PROPERTY DAMAGE (Per accident) S - C ���AUTO AUTO r DICE$SIUMBREU-AUAWuTY X OCCUR F7 CLAIMS MADE • NHA212454 09/01/04 ' 09/01/05 ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG EACH OCCURRENCE S S $1 000 000 AGGREGATE S1 000 000 S ' DEDUCTIBLE EX RETENTION $ 10000 WORKERS COMPENSATION AND : EMPLOYERS• LUu31LRY 046001354103 , �i "t0/01/04 10/01/05 5 X WC STATU. OTH- (, $ E.L. EACH ACCIDENT S1,00 ANY PROPRIETOWPARTNEWEXECUTIVE E.L. DISEASE • EA EMPLOYEE S1,000,O Des,OFFICER/MEMBERc1ribsdEXCLUDED? Des, describe under Ec L PROVISIONS bebw OTHER OTHER ' LIMIT E.L. DISEASE • POLICY MIT S1 000,000 DESCRIPTION OR OPERATIONS ! LOCATIONS ! VEHICLES ! EXC LVSIONS ADDED BY ENOORBE7IENTI SPECIAL PROVISIONS f The Certificate holder Is included as'.an Insured if required in written contract, but > • ° :only with respect to liability aNsin9 out of your ongoing operaflgd� performed for that .insured. (CG2010 .10-93) All California operations CERTIFICATE HOLDER CANCEIiLATIGN SHOULD ANY OF TKE ABOVE DESCRIBED POLICIES eE CANCELLED BEFORE THE EXPIRATION City of La Quinta ;: `: DATE TN=OF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ...30.- DAYS walrrEN BOX 1504 NOTICE TO. •Hg CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Le QUlntd, CA 92253 IMPOSE N 'OBLIGATION OR LImiury OF ANY KIND UPON THE INSURER, ITS AGENTS OR ' .t.. RtyR ENi ES. ' A O REPR ?7 7'15- ��N . "ACORD 2S (2001/08)1. of 1'' . #S1:45344/M.145343 2AWIL O ACORD CORPORATION 1988 : :... LICENSE' T O T R C RJ413 E '01 >fl>Ic ATE .' F� L ?Oi :NIA - DEPARTMENT OF TRANSPORTATION NCR; bACHMENT PERMIT Perms No. ` -0 20(RE'A'600), ;g" ' . OS-04-6-UJ-0140 20+ isVCdRte/PM • 'r - i �• 08-RIV-111 PM 33.76 ' In compliance with (Check one): ; ate . ir b8/12/2004 Your application of eposit ee Paid t t 'February - 3,,2004 r • 1312 of erfomnance Bond Amount (t) ayment Bond Amount (2) ❑ Utility Notice No. 5 55000 5000 ){ ❑ Agreement No. ' of a and Company ` - Insurance Company of the West ❑ of e, - and Number (1) 1 orM Number (2) •. . R/W Contract No. +184-06-47 184-06-47 Y .' 9. Jack Tarr Development Co. _ 78-900 Highway Ill } �` La Quinta, CA 92253 Attn: George Prine (760) 771-�4013 ti r y ,PERMITTEE - and subject to the following, PERMISSION IS, HER. EBY GRANTED to: Bore and Jack 42• Steel Sleeve,Across HWY 111 and install 241 Watermain under Rwy 111. As per plans dated May 27, 2004 by Caltrans Permit Gfficer'And/or as'directed by 'the Stage's Representative. �., . . CVWD (Coachella Valley water DiatrictT,"shall apply Faad obtain aa.exempt encroachment permit to own and maintain the waterline , within Caltrana"R/W. j i t A pre -job meeting with the assigned state's'representative, Kevin Dinh (909) 383-6821, is required prior to start of any work under this_permit I Failure`fo do so may result in permit revocation with no,preju3ice.°° }. THIS PERMIT IS NOT A PROPERTY RIGHT AND DOES NOT TRANSFER WITH THE PROPERTY OWNER. The following attachments are also included as part of this permit (Check applicable): In addition to fee; the permittee will ® Yes ❑ No General Provisions be billed actual costs for. ® Yes ❑ No Utility Maintenance Provisions Storm Water Special Provisions r' ` r ® Yes ❑ No Review ® Yes , ❑ No D� ® Yes, ❑ No. =� ' Special Provisions ® Yes ❑ No Inspection ®Yes ❑ No , A Cal-0OSHA permit 'rf required: Permit No. '• ® Yes ❑ No Field Work ❑ Yes ®No. As -Suitt Plans Submittal Route Slip for Locally Advertised Projects �f any Caltraos effort expended) , ❑ Yes ®No. Storm Water Pollution Prevention Plan / Water Pollution Control Plan ' The information in the environmental documentatikin has been reviewed and considered prior to ❑ Yes ® No approval of this permit. This permit is void unless the work is completed before March 15 - 2005 This permit is to be strictly construed and no other wkxk other than specifically mentioned is hereby authorized. No project work shall be commenced until all the other;necessary permits and the environmental clearances have been obtained. APPROVED: PERMIT ENGINEER: Savat Khamphou COPIES TO: Kevin D/Permits ♦• - - - } - . Jack vermeule/Mainl ANNE MAYER, District Director file : B E US GALVAN, P.E. District Pe tmA Engineer,•. FM 91 1436 (D8 Permit App.) STATE OF CALIFORNIA; DEPARTMENT OF TRANSPORTATION, Collected By Permit No. (Original). ENCROACHMENT PERMIT RIDER 08-04-6-uJ-0140 TR-0122 (REV.i/1999) Rider Fee Paid Dist/Co/Rte/PM 164.0.0 08-RIV-111 PM 33.76 ' Date Rider Number; 04/22/2005. 08-05-6-RT-0381 ,r. Jack' Tarr Development Co. 787900 Highway,111 La Quints, CA 92253. PERMITTEE In compliance with`(your, ems) request of' April 22.2005 we.are hereby amending the above numbered encroachment permiYas follows: DATE Date of completion extended to: NO CHANGE ® April 1, 2006 " DATE , Time Extension Except as amended, all other terms and provisions of theloriginal.permit shall remain in:effect. COPIES TO: APPROVED: D.Hawkins/Permit Writer Kevin D/Permits Jade Vermeule/Maint. file BY: . i S at FM 91 1437 (D8 Permit App) . r , District Director ;3 P . E . , District Permit Engineer TATE '•.'rLli•Oi:N1A �DEPARTMENTOFTRANSPORTATION' .� '. ••� r' •., - - ---------- Permit : / . Permu No. ' .. - 08-04-6-UJ-0140 ..' R-0120 (RE'/.62000) �= isuCotRte/PM 08-RIV'Ill PM,33.76 . , 1 In compliance with (Check one): ate .08/12/2004 ° ' 4'F<' ee Paid eposit ® Your application of u . February, 3, 2004 1312 a " of aymenl Bond Amount (2) ❑- Utility Notice No. c . erformance Bond Amount (1) r• 55000 55000 I. .. „ ❑ Agreement No.. . of and Company Insurance Company of the west - w ' , .•-.. - • of and Number (1) .: and Number (2) ❑' R/W Contract No. & ' ` - t .. r •. " 184-06-47 184-06-4T , Jack Tarr Development Co. - 78-900 Highway'111" " +' La Quinta, CA 92253 ' Attn: GeorgejPrine .(760) 771-4013 ' r PERMITTEE S j and subject to the following; PERMISSION IS HEREBY GRANTED to: tr install.24" Watermaia,under HWY 111.,As per plans 'dated May 27, 2004 by Bore.and-Jack 42• Steel Sleeve Across HWY 111"and Caltrans.Permit Office; An as directed, by the State's'Representative app. ly and obtain an•exempt encroachment 'permit to own and maintain the waterline CVWD (Coachella Valley Water District). shall' r '+ within -'Cal trans `R/W' , + is required prior tot start of any work A pre -job meeting with the assigned state's representative, Kevin Dinh'(909) re3udice persit revocation with rio p j ,under'this permitIwFailure to do sotmay result in f y C. AND,DOES NOT TRANSFER WITH THE PROPERTY OWNER. PERMIT.IS NOT A PROPERTY RIGHT Y. - included :as part of this permit (Check applicable): , The following attachments are also ' In addition to fee;,the penniftee will + ® Yes No 4Generat Provisions t be billed actual costs tor. ` • - - r' - _ ® Yes ❑ No Utility Maintenance Provisions v' ® Yes ❑ No Storm Water Special Provisions ®Yes ❑ No Review . ® Yes .❑ No Special Provisions ® Yes ❑ No Inspection V ® Yes ❑ No A Cal -OSHA permit, 'd required: Permit No. % ® Yes ❑ No , Field Work • ❑ Yes ® No, * As -Built Plans Submittal Route Slip for Locally Advertised Projects (if any caurans effort expended) , . Prevention Plan /Water Pollution'Control Plan �• ' ❑ Yes" ® No Storm Water Pollution + The information in'the environmental documentation has been reviewed and considered prior to ❑Yes . ®No'- approval of this permit. r is void unless the.work is completed before March 15 2 005 This permit and the enoned is hereby authorized. This permit is to be strictly construed and no other work other than specifically all the other necessary. p vironmentat clearances have been obtained. ` No project work shall be commenced until ♦4 - APPROVED:♦ F PERMIT ENGINEER: Saval,Khamphou ' COPIES TO: KevinD/Permits ', E - - i ` i-ANNE MAYER, District Director Jack Vermeule/Maint. • file - i"- .. '. a.` ♦ ••�,.. B .. e E US GALVAN, P.E. District Permit Engineer FM 91 1436 (D8 PermilAPP•) r .. . � l , ,FM 91 1437 (D8 Permit App) b tTATE1.IFORNIA •DEPARTMENT OF TRANSPORTATION • . . - - - - - _NCFiNENT PERMIT 1 Permit No. 08=04-6-UJ-0140 ' r 'R-0 2o�(113&Yi 6r2000) t - ist/CdRte/PM � ,o-. 08-RIV=111 PM 33.76 In compliance with (Check one): ate _ .08/12/2004 © Your application of February 3, 2004 ' ee Paid a p osit 1312 of ❑ Utility Notice No. erformance Bond Amount (1) ayment Bond Amount (2)'. 55000 S ` Of t . ' - ❑ Agreement No; r and Company Insurance. Company of the West Of . „ ❑ R/W Contract No; and Number 0) and Number (2) 184-06-47 184-06-47 ' Jack Tarr Development Co. ' 78-900 Highway Ill , La Quints, CA 92253' °Z _ Attn: George Prine .(760) 771-4013 M a PERMITTEE -and subject to the following, PERMISSION IS HEREBY GRANTED.to: r install 24" Watermain under HWY 111. As per plans 'dated May 27, 2004 by. Bore and -Jack 42" Steel Sleeve Across HWY ill and Office; And/or as directed by the State',s Representative. Caltrans Permit t i w exam t'encroachment permit to own and maintain the waterline CVWD-(Coachella Valley Water,District) shall apply and o to n an p F - I within'Caltrans R/W. , 1 A pre -job meeting with the assigned.state''* representative, Kevin Dinh-(909) 383-6821, is'requiredprior. to ,start of any work under this permit) Failure to do so may result in�permit,revocation with no prejudice - under ti THIS PERMIT IS NOT A PROPERTY RIGHT AND DOES NOT -TRANSFER WITH THE PROPERTY OWNER. The following attachments are'also included as part of this permit (Check applicable): In addition to fee; the permittee will , ® Yes ❑ No General Provisions' be billed actual costs for. ® Yes, ❑ No 'Utility Maintenance Provisions r r ® Yes I ❑ No Storm Water Special Provisions . l ® Yes ❑ No Review ® Yes ❑ No' Special Provisions ®Yes , ❑ No inspection . ® Yes ❑ No A CaWSHA permit, if required: Permit No. t ®Yes ❑ No Field Work Yes ®'No. As -Built Plans Submittal Route Slip for Locally Advertised Projects (if•ariy Caltrans effort expended) ❑ Yes © No Storm Water Pollution Prevention Plan / Water Pollution Control Plan The information in the enviro ❑ Yes ®No' nmental documentation has been reviewed and considered prior to y + approval of this permit. This permit is void unless the work is -completed before March 15 2005 ` This permit is to be strictly construed and no other work other than specifically mentioned is hereby authorized. No project work shall be commenced until all the other necessary permits and the environmental clearances have been obtained. _ APPROVED: - PERMIT ENGu + r COPIES TO: } Kevin D/Permits +` ANNF MAYER. District Director ct Permit Engineer STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION Collected By Permit No. (Original) 'ENCROACHMENT •PERMIT RIDER '08-04-6-uJ-0140 TR-t)i22 (REV-6/1999); Rider Fee Paid Dist/Co/Rte/PM y ' 164:00 08-RIV-11'1 PM 33.76 Date Rider Number :'04/22/2005 08-05-6-RT-0381 A ,Jack Tarr Development Co. ,78-900 Highway 111: ,. La Quinta, CA 92253. . ^ .. , PERMITTEE In compliance with (your, ew) req.April, 22, 2005uest of we are hereby amending the above numbered encroachment permit as follows: DATE Date of completion extended to: El NO CHANGE ® April ` 1, 2006 " 'DATE ' S, Time Extension y Except as amended, all other terms and provisions of the original permit shall. remain in effect. ' COPIES TO: APPROVED: D.Hawkins/Permit Writer, + Kevin D/Permits - Jack'Vermeule/Maint: : ne Mayer' , District Director file - BY:, r a - S at Kh phou, P .'E . , District Permit Engineer ' FM 91 1437 (D8 Permit APp)° ill No In compliance with (Check one): _ ALE F ® Your application of February 3, 2004 ❑ Utility Notice No. of ❑ Agreement No. of , ❑ R/W Contract No. of 08-04-6-UJ-0140 :olR1e/PM 08-RIV-111 PM 33.76 08/12/2004 Dald eposit 1312 tmtance Bond Amount (t) ayment Bond Amount (2) 55000 55000 1 Company Insurance Company of the West f Number It ) Bond Number (2) 184-06-47 184-06-47 l Jack Tarr Development Co: - 78-900 Highway 111• La Quinta „ CA 92253 Attn: George Prine (760) 771-4013 ` t PERMITTEE id subject to the following, PERMISSION IS HEREBY GRANTED to: y tore and Jack 42" Steel Sleeve Across HWY 111 and install 24" Watermain under HWY 111. As per plans dated May 27, 2004'by :altrans Permit Officer And/or as directed by the State's Representative. , XWD (Coachella Valley Water District) shall apply and obtain an exempt encroachment permit to own and maintain the waterline rithin Caltrans R/W. t pre -job meeting with the assigned state's representative, Kevin Dinh (909) 383-6821, is required prior to start of any work ender this permitl Failure to do so may result in permit revocation with no prejudice. ..In nncc ntnT TRAIJSFFR WITH THE PROPERTY OWNER. he following attachments are also included as part of this permit (Check applicable): O Yes ❑ No General Provisions ® Yes ❑ No Utility Maintenance Provisions ® Yes ❑ No Stone Water Special Provisions © Yes ❑ No Special Provisions ® Yes ❑ No A Cal -OSHA permit if required:. Permit No. ❑ Yes ®No As -Built Plans Submittal Route Slip for Locally Advertised Projects ❑ Yes ©No Stone Water Pollution Prevention Plan / Water Pollution Control Plan ❑ Yes No The information in the environmental documentation has been reviewed and considered prior to approval of this permit. Phis permit is void unless the work is completed before _March 15, 2005 this permit is to be strictly construed and no other work other than specifically mentioned is hereby authorized. Jo project work shall be commenced until all the other necessary permits and the environmental clearances have been'obtained. APPROVED: PERMIT ENGINEER: Savat Khamphou COPIES TO: Kevin O/Permits Jack Vermeule/Maini. file . • B d In addition to fee, the pemtittee will he billed actual costs for. ® Yes ❑ No Review ® Yes ❑ No Inspection ® Yes ❑ No Field Work (if any Caltrans effort expended) ANNE MAYER. District Director N, P.E. District Permit Engineer F ... j; t '� ' • `o • � •:; -. - ,� . ,,t. • ., � i Bill Sanchez ' � • � - � ' . � '' . �, � Construction Manager � _- •' _ ® Washington'111,LTD * , 78-365 HWY 111 #351 CozyLa 1 uinta; CA M53 - ,. °gsanchez@dc: o , -. I,etrer{Iof Tr��rismitxal ��+ • ' -• � • � • ' � • ' ' : _ -To: "Engineering Department Date: 9/21/2004 Company: City of La Quinta w Project:: Simon Drive 24-inch Water Main Encroachment Permit i Sending t 0 For Approval i s `❑ UPS r , ❑ For Review'.'.. s.. ' ❑ California Overn ight ", ' -❑ For Signature - 'ram.. - >a r _ . ❑ U.S. Mail • � ti ❑ As Requested >.. ❑ Fax F ❑ For Your Files " ' 0 Hand Delivery - \ WeareTransmitting: °{'rj COPIES '.'. DISCRIP•TION c ' • �. 3 . 1• `. Encroachment Permit Application .1 ' Engineers Estimates" °, ~ .1 ` r Traffic Control Plan I Approved CVWD Water, Plans l • ' 1 : F s Approved CalTrans Encroachment Permit .. r ' .. REMARKS: - •. ,, . - - w' .. ^� •• ; �,. � • ' . Please' find the above listed documents to be use for'an encroachment permit for a 24-inch water main being installed for CVWD on Simon Drive. • , - Please call me should you have any questions. R Sent By: °. ` - • Bill Sanchez*'.' ._ r ,, ' s Received by: —Z 1, D,� .. REMARKS: - •. ,, . - - w' .. ^� •• ; �,. � • ' . Please' find the above listed documents to be use for'an encroachment permit for a 24-inch water main being installed for CVWD on Simon Drive. • , - Please call me should you have any questions. R Sent By: °. ` - • Bill Sanchez*'.' ._ r ,, ' s Received by: —Z 1, D,� MAY 09 '05 15:34-FR CALTRANS ENCROACHMENT 9093834224 TO 917603424046-`, P.01i01 STA`t'E OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION -Collected By Pamtit No. (Original) ENCROACHMENT PERMIT RIDER 0e-04-6-aj-0140 TR-0122 (REV. 8/1999). Rider Fee Paid' Dist/Co/RWPM , " • _S 164.00' 08=RIV-111 PM'33-.76 1 Rider Number 7- 04/22/2005. 08-OS-6-RT-0381 CIPP- Y .Jack Tarr Develo rt Co. Pme - 78-900 Hs hra , a 1 9 Y 11 La Quinta, GA 92253 PERMITTEE April 22, 2005' In compliance with (your; ow) request of we are hereby amending the above numbered encroachment permit as follows:. DATE Date of completion extended to: ONO CHANGE ® April' l , ' 2006 DATE., Tixie Extension Except as amended, all ofherderms and provisions,of tKa original permit shall remain in effect. COPIES,TO:..' APPROVED' {9ltmtlf�gTRJIf SiNiiter �CeI D%Permits Jack VermeulerMalnl. a ,Mayer . District Director file. 9Y:. At,phou, a P. E ., District Permit Engineer FM 91 1437 (D8 Permit App) - ** TOTAL PAGE.01 ** TATE : F CALIFOF:NIA • DEPARTMENT OF TRAN SPORTATION• NC70ACHMENT PERMIT R-0420(REV.62000) .t /O'�� . - Permit No. ' 08-04-6-UJ-0140 - - Dis /Co/Rte/PM OB-RIV=111 PM 33.76 In compliance with (Check one): Date . 08/12/2004 Your. application of Fee;Paid - Deposit. ' ' - February 3,'2004 1312 ❑ 'Utility Notice No. of PerGmance'Bond Amount (1"), Payment Bond Amount (2) 55000 55000 - El Agreement No. f o" ' - ' Bond Company -- Insurance Company of the West ❑ R/W Cohtrad No. " • Hof Bond Number (1) -' - Bond Number (2) n. 184-06-47 184-06-47 E� ro Jack Tarr Development Co.' . 78-900 Highway 111' ,La Quinta, CA 92253 Attn:" George Prine (760)"771-4013 PERMITTEE and subject to the following, PERMISSION IS HEREBY GRANTED to: all 24" Watermain under HWY ill. As per plans dated May 27, 2004 by Bore and Jack 42" Steel Sleeve Across HWY 111 and inst Caltrans.Permit Office; And/or,as directed by :the state's Representative. CVWD (Coachella Valley.Water District) shall 'apply and•obt_ain an exempt encroachment permit to own and maintain the waterline within Caltrans R/W. ' r • A pre -job meeting with the assigned state's representative, Kevin Dinh (909) 383-6821;'is required prior to start of any work under this permit! Failure to do so may result•in permit revocation with no prejudice. THIS PERMIT IS NOT A.PROPERT.Y RIGHT AND DOES NOT TRANSFER WITH THE PROPERTY OWNER. The following.altachments are also included as partbf this permit (Check applicable): in addition to fee, the permittee will © Yes ❑ No General Provisions be billed actual costs for: 21Yes ❑ No Ulility.Maintenance Provisions Z Yes ❑ No Stomi Water Special Provisions I Yes ❑ No Review © Yes ❑ No Special Provisions 0 Yes ❑ No Inspection © Yes ❑ No A Cal -OSHA permit, if required: Permit No. 0 Yes ❑ No Field Work, Yes ❑ No As -Built Plans Su6mitlai,Route Slip for Locally Advertised Projects • (if any Caltrans effort expended) Yes Z No Storm Water Pollution Prevention Plar. ! ".'ater Pollution Control Plan The information in the..environmental documentation has been reviewed and considered prior to 1 , ❑ Yes O No approval of this permit. This perrnit is void unless the work is completed before _March 15 .2005 .. 7 This permit is to be strictly construed and no other work other than "specfically mentioned is hereby authorized., perrrtils and the environmental clearances have been obtained. No project work shall be commenced until all the other necessary PERMIT ENGINEER:'Savat Khamphou - - '. APPROVED: - COPIES TO: ♦ ". • 'KevinO/Permits - - Jack Vermeul6mlaim. _ - - - ANNE MAYER, District Director .life ' X 1A E US GALV\PEDistrict Permit Engineer PAGE 2: ATTACHED TO AND MADE PART OF PERMIT. NO. 08-04-6-UJ-0140 In addition to the attached General Provisions, the following special provisions are applicable: 1. No pits, structures, or manholes will be allowed within controlled access R/W. 2. The Caltrans' representative may require the permittee to pressure grout to fill any voids caused by the permitted work. 3. Casirfg shall extend beyond the R/W line. 4. Pits shall be adequately fenced or have a type K barrier placed around them. 5. YOUR ATTENTION IS DIRECTED TO STANDARD SPECIFICATIONS SECTION 7-1.11 PRESERVATION OF PROPERTY AND BUSINESS AND PROFESSIONS CODE, SECTION 8771. PERMITTEE SHALL PHYSICALLY INSPECT THE WORKSITE AND LOCATE SURVEY MONUMENTS PRIOR TO WORK COMMENCEMENT. MONUMENTS SHALL BE REFERENCED OR RESET IN ACCORDANCE WITH BUSINESS AND PROFESSIONS CODE. 6. 'Permittee's work shall be subordinated to any operations which:the State :nay conduct, and shall not delay, nor interfere with the State forces or State's contractor. 7. In addition, if time extension is necessary, a request for time extension should be made a minimum of two (2) weeks prior to completion date stated on the face of the permit. If work has not been started before the completion date, permit may be voided and resubmittal may be required. 8. The Permittee shall indemnify and save harmless the State of California and all officers and employees thereof connected with the work or activity authorized by this permit, including but not limited to the Director and the Engineer, from all claims, suits, or actions of every name, kind, and description, brought forth, or on account of, injuries to Or death of any person including but not 'limited to workmen or participants and the public, or damage to property resulting from the performance of the activity authorized by the permit, except as otherwise provided by statute. The duty, of the Permittee to indemnify and save harmless includes the duties to defend as set forth in section 2778 of the Civil Code. 9. AS -BUILT" PLANS ARE REQUIRED UPON COMPLETION OF ALL WORK. THE "AS -BUILT" PLANS MUST BE CERTIFIED (AS -BUILT PLANS FOR ROADWAY GEOMETRICS AND BELOW GROUND FEATURES) AS SUCH BY A REGISTERED CIVIL ENGINEER. NO- FINAL INSPECTION WILL BE PERFORMED UNTIL CALTRANS IS IN RECEIPT OF "AS -BUILT" PLANS. 10. Any work encroaching within 1.8m(6') of the edge of a travel lane, shall require closing of that travel lane. Any work encroaching within 1..8m(6') of the edge of the shoulder, shall require closing of that shoulder. Permittee shall notify the State's Representative, Kevin Dinh at (909)383-6821 for all traffic control that .requires lane closure or detour, at least seven(7) WORKING DAYS prior to setting up of any traffic control. 11. No equipment shall be parked on or operated on the traveled way except for normal legal travel. 12.A11 personnel at the job site shall wear.hard hats and orange vests, shirts or jackets as appropriate. 13.Except in cases of emergency, .traffic control is authorized'only from 9 a.m. to 3 p.m., Monday through Friday, excluding holidays. Any traffic control which requires lane. closures shall be in compliance with ,the appropriate traffic control .plan and require at least seven(7) working days advance notice. Where required by the plan, the'use of a flashing arrowboard is MANDATORY on all lane closure. PAGE '3: ATTACHED TO AND MADE PART OF PERMIT NO. 08-04-6-UJ-0140 The following checked special provisions are also applicable to this permit: Notwithstanding the other provisions of this permit, your Contractor -is required to obtain a duplicate permit, and pay $.00 for an inspection deposit, prior to beginning work. No vehicle or equipment shall be stored- overnight .within the right of way; it shall be removed immediately. at the completion of the day'§ work. Refueling of vehicle or equipment within the right of way is strictly prohibited: Required traffic control devices shall be installed around fixed'objects to warn the motoring public for safety. Personal vehicles of the contractor shall not be parked within freeway right of way. No materials or waste shall be stockpiled within State .'right of way. ® Except as specifically provided herein, all requirements of the Vehicle Code, and other applicable laws must be complied with in all particulars When .traffic cones or delineators are used to delineate.a temporary edge of traffic lane, the line of cones or delineators.$hall be considered to be the edge.of the traffic lane. The permittee shall not -reduce the width of the existing lane to 1ess.than.10 feet without written approval from the State's representative: ® Excavations .made .within the limits' of .the right of way shall be backfilled and resurfaced to original condition before leaving the work area unless otherwise authorized by the State's representative. Permittee shall be responsible for arranging the services of a qualified traffic control contractor to provide any needed, traffic control. The permittee shall. arrange a meeting between his .field representative, traffic control contractor, Caltrans representative and/or CHP at least two (2) weeks .prior to start:of any work covered under this permit to arrange date and time of starting work and deterniine.appropnate methods of handling traffic. At least 3 working days"notice shall be given to the Caltrans representative and/or the CHP, prior to the meeting to allow time .to. arrange for attendance:. A copy of this permit, complete with alI attachments, shall be' kept by permittee/contractor working under this permit and must be shown to -the State Permit. Inspector, State's Representatives, or Law Enforcement Officer; on demand: ® The permitted .shall be responsible. for notifying the appropriate utility companies or underground. service alert prior to any excavation work.. 0. The ,permittee shall notify the California Highway Patrol Area Commander at least 72 hours prior to implementing traffic control. PERMIT NO.: 08-04-6=UJ-0140 - -CO/RTE/PM: 08-,RIV-111-33.76 PRECONSTRUCTION MEETING AGREEMENT 1 I, octing'as ari authorized agent for the permittee . ,_do hereby agree to.personally accomplish or have another -designated person arrange for all involved company representatives to attend a pre -construction meeting with the authorized State representative Kevin Dinh at (909) 383-6821, as specified on this permit. Such :meeting must be held two (2) days or more prior to the planned start of the work on this project. The Authorized State representative shall have complete authority to determine whether the permit conditions, either implied or written, have been complied with. The Staterepresentafive may then allow the permit work -to proceed as appropriate. The Pre -construction Meeting Record below must be signed by both the State's representative and the permittee before the permit work may start. This agreement or a copy thereof, must be:rmailed back'to the Caltrans District 8 Encroachment Permit Office at464 VV. 4th. Street, 6th. Floor, MS 619, San .Bernardino, CA 92401-1400, within three (3) working days.,prior to the pre- construction meeting.:Failure.t6 return this form could delay the release of your bonds. A copy of this document shall be at the job site at all .times when work':is in progress and failure to do so may result in.the suspension of work, as directed by the State's representative. . It is the permittee's,responsibility to insure that the State's representative is notified of work completion and that the attached Completion Notice is mailed .to ,the.Caltrans Permit office. Signature Date Print orType'Name .Positioh -or Title STATE OF CALIFORNIA . DEPARTMENT OF TRANSPORTATICM' SERVICE AUTHORITY FOR FREEWAY EMERGENCIES (SAFE) ACTION REQUEST FOR CALL BOXES TR-0167 (Rev. 4/98) Before any work affecting call boxes,:please complete this form and fax or mail it at least two weeks in advance to the appropriate'county SAFE! DATE ❑ For Riverside County*call boxes: Mr. Jerry Rivera, RCTC SAFE Coordinator Phone Number: (909) 787-7141 3560 University- Avenue, Suite 100 Fax Number: (909) 787-7920 Riverside, CA 92501 ❑ For San Bernardino County call.boxes: Ms. Lisa Poe, SANBAG SAFE Coordinator Phone Number: (909) 884-8276, ext. 150 472 North Arrowhead Avenue Fax Number: (909) 885-4407 San 'Bernardino, CA 92401 FROM (Contact Name and Organization) ❑ Permittee❑ Construction ❑ Maintenance ❑ Right of Way Utilities ❑ Caltrans SAFE may charge Permittee for cost of ADDRESS ATE 'BUSINESS PHONE (Include Area Code) FAX PHONE (Include Area OF PAGES INCLUDING THIS COVER PAGE ACTION NEEDED: -IF THERE IS A CALL BOX PAIR, -BOTH .BOXES MAY BE AFFECTED! CALL BOX NUMBERS MUST BE INCLUDED (The number is shown on the call box. sign, for example SBd-010-93 for a box on WB (because last number is odd), :Route 10 at Post Mile 9, first Quarter Mile.) Call Box Number(s): ❑ Temporary removal from service: Bagging ONLY needed by (if K-Rail will block access or the shoulder will be. too narrow during construction only) ❑ Temporary removal of box and pole ONL--Y - needed•by (if equipment is working close to. the box) ❑ Removal of box, pole, pad, auger, and any. retaining walls needed by Relocation needed by ,(if MBGR, etc., will,permanently.affect/block access) - 0 ❑ Place call boxes back in service. call box 71.029, Rev. WE STATE OF CALIFORNIA, DEPARTMENT Of TRANSPORTATION ENCROACHMENT PERMIT GENERAL PROVISIONS TR-0045 (REV.08/2004) AUTHORITY: The Department's authority to issue encroachment 12. permits is provided under, Div. 1, Chpt. 3, Art: 1. Sect. 660'to 734 of the Streets and Highways Code. 2. REVOCATION: Encroachment permits are revocable on five days notice unless otherwise stated on the permit and except as provided by law for public corporations, franchise holders, and .utilities. These General Provisions and the Encroachment Permit Utility Provisions are subject to modification or abrogation at any time: Permittees' joint use agreements, franchise rights, reserved rights or any other agreements for operating purposes in State highway right of way are exceptions to this revocation. 3. DENIAL FOR NONPAYMENT. OF FEES: Failure to pay permit fees when due can result in rejection of fitture applications and denial of permits. - 4. ASSIGNMENT: No party other than the perntinec or perntittcc's anthorivedagent is allowed to work under (his permit. 5. :1CCE'l"I'AN(:1' OF PROVISIONS: Icrmittcc undcrsunuls and agrees to :!cccpl these Gcner l Provisions and all attachments to this pa'mit. for any work to be pc6ormcd under this permit. 6. IIEGINN�ING OF WORK: When traffic is not impacted (see Number .35). . the permit(ce shall notilly (he Department's representative, two (2) days before )he intent to start permitted work. Pcrmittcc shall notify the Department's Rcprescnlativc if the work is to. be interrupted for a: period of five (5) days or more, unless otherwise'agrecd upon. All work shall be performed on weekdays during regular work hours; excluding holidays, unless otherwise specified in this permit. . 13. 14 15 7. STANDARDS OF- CONSTRUCTION: All work performed within 16. highway right of way shall conform to. recognized construction standards and current Department Standard Specifications, Department Standard Plans High and Low Risk Facility Specifications, and Utility Special Provisions. Where reference is made to "Contractor and Engineer," these are amended to be read as "Permitted and Department representative." 8. PLAN CHANGES: Changes . to plans, specifications, and pet ' provisions are not allowed without prior approval from the State representative. 9. INSPECTION AND APPROVAL: All work is subject to monitoring and inspection. Upon completion of work, permittee shall request a 'final inspection for acceptance and approval by the Department. The local agency permittee shall not give final construction approval to its contractor until final acceptance and 17 approval by the Department is obtained:' 10. PERMIT AT WORKSITE: Permittee shall keep the permit package or a copy thereof, at the work site and show it upon request -to any Department representative or law enforcement officer. If the permit package is not kept and made available at the work site, the work shall be suspended. 11. -CONFLICTING ENCROACHMENTS: Permiitee'shall yield start of work to ongoing, prior authorized, work adjacent -to or within the limits of the project.site. When existing encroachments conflict with new work, the.permittee shall bear all cost for.rearrangements, (e.g., relocation, alteration, removal, etc.). PERMITS FROM OTHER AGENCIES: This permit is invalidated if the permittee has not obtained all permits necessary and required by law, from the Public Utilities Commission of the State of California (PUC), California Occupational Safety and Health Administration 'r'at OSHA), or any other public agency having jurisdiction. PEDESTRIAN AND BICYCLIST SAFETV! A safe minimum passageway of 4' (1.21 meter) shall be maintained through the work area at existing pedestrian or bicycle facilities. At no time shall pedestrians be diverted onto a portion of the street used for vehicular traffic. At locations where safe alternate passageways cannot be provided, appropriate signs and barricades shall be installed at the limits of construction and in.advance of the limits of construction at the nearest crosswalk or intersection to detour pedestrians to facilities across the street. PUBLIC TRAFFIC CONTROL: As required by law, the permil!ec shall provide traffic control protection warning signs. ligh(s. salcty. devices. cic.. and talc all other mcasut'cs nce.cssary for !ravclinu publics salcty. Day :!nd hieht time lane clostn'cs Shall Comply with the NIOTCD:ird C Suplilement (Part 6. Terripo'ary Traffic Control). Sl;uuiard Plan:;, and Standard Spcci ications Ibr irallic control systems. These General Provisions a:'c nut intended to impose upon the pcnmittce. by third parties. anv duty or standard of care. greater Than or dillercni from. as required by hnv. WIININIUNI )NTl:RFE:RENCL \VITH TRAFFIC: Pcrmittcc shall ' plan and conduct work so as to create the leasl possible inconvenience to the traveling public; traffic shall not be unreasonably delayed. Un 'conventional highways, permitted,' shall place properly attired flagger(s) to stop or warn the traveling public in compliance with the MUTCD and CA Supplement (Chapter 6E, Flagger Control). STORAGE OF EQUIPMENT AND MATERIALS: The storage of equipment or materials is not allowed within State highway right-of- way, unless specified within the Special Provisions of this specific encroachment permit. If Encroachment Permit Special Provisions allow for the storage of equipment or materials within the State right of way, the equipment and material storage shall comply with Standard Specifications, Standard Plans, Special Provisions, and the Highway Design Manual. The clear recovery zone widths must be followed and are the minimum desirable for the type of facility indicated below: freeways and expressways-9 m;'conventional highways (no curbs)-6 m, conventional highways (with curbs)- 0.5 m. If a fixed object cannot be eliminated, moved outside the clear recovery zone, or modified to be made yielding, it should be shielded.by a guardrail or a crash cushion. CARE .OF DRAIN AGE:. Permittee shall provide alternate drainage for any work interfering with an existing drainage facility in compliance with the Standard Specifications, Standard Plans and/or as directed by the Department's representative. 18. RESTORATION AND REPAIRS IN RIGHT OF WAY: Permittee is responsible for restoration and repair of State highway right of way resulting from permitted work (State Streets and Highways Code, Sections 670 et. seq.). 19. RIGHT OF WAY CLEAN UP.: Upon completion of work, permitiee shall remove and dispose of all scraps, brush, timber, materials', etc. off the right of way. The aesthetics of the highway shall be as it was before work started. 20. COST OF WORK: "Unless stated in the permit, or a separate written agreement, the permittee shall bear all costs incurred for work within the State right of way .and waives all claims for indemnification or contribution from the State. 21. ACTUAL COST BILLING: When specified in the permit, the Department will bill the permittee actual costs at the currently set hourly rate for encroachment permits. 22 AS -BUILT PLANS: When required, permittee shall submit one (1) set of as -built plans within thirty (30)• days after completion and 25. approval of work in compliance with requirements listed as follows: 23. 24. I, Upon completion of the work provided herein, the permittee shall send one vellum or paper set of As -Built plans, to the State representative. Mylar or paper sepia plans are not acceptable. 2. All changes in the work will be shown on the .plans, as issued with •the permit, including changes approved by Encroachment Permit Rider. 3. The plans are to be stamped or otherwise noted AS -BUILT by the permittee's representative who was responsible for o VCrsCCinC the work. "Any original plan that was approved with it State stamp, or Caltr;urs representative signature, shall be used I'or producing the As-1311ilt plans. 4. 11' As -Built plans inclu(Ic SiLninp or SlrillinL, .the dales +1 signing or striping removal. rclocaion. or installation shall he shown on rile plans when required as :t condition -of the permit. \\'hen 'lie consintclion plans show si�lpling, and striping Rtr staLcd construction on separate sheets, the sheet for each stage shall show the removal. relocation or installation (laces of the appropriate surged striping en<I Slgn mg. 5. As -Built "plans shall contain the Permit Number. County. Route. Post Mile, and Kilometer Position on each'sheet. 6. Disclaimer statement of' any kind that differ from the obligations and protections provided by Sections 6735 through 6735.6 of the California Business and' Professions Code; shall. not be included on the As -Built plans. Such statements constitute non-compliance with Encroachment Permit requirements; and may result in the Department of Transportation retaining Performance Bonds or deposits until proper plans are submitted. Failure to comply may also result in denial of future permits, or a provision requiring a public agency to supply additional bonding. PERMITS FOR RECORD PURPOSES ONLY: When work in the right of way is within an area under a Joint Use Agreement (JUA) or a Consent to Common Use Agreement (CCUA), a fee exempt permit is issued' to the permittee for the purpose of providing a notice and record of work. The Permittee's prior rights shall be preserved without the intention of creating new or "different rights or obligations. "Notice and Record Purposes Only" shall be stamped across the face of the permit. BONDING: The permittee shall file bond(s), in advance, in.the amount set by the Department. Failure to maintain bond(s) in full force and effect will result in the Department stopping of all work and revoking permit(s). Bonds are not required of public corporations or privately owned utilities, unless permittee. failed to comply with the provision and conditions under a,prior permit. The surety company is responsible for any latent defects as provided in California Code of Civil Procedures, Section 337.15. Local agency permittee shall comply with requirements established as .follows: In recognition that project construction work done on State property will not be directly funded and paid by State, for the purpose of protecting stop notice claimants and the interests of State relative to successful project completion, the local agency permittee agrees to require the construction contractor fumish both a payment and performance bond 26. 27 28. in the "local agency's name with both bonds complying with the requirements set forth in Section 3-1.02 of State's.current Standard Specifications before performing any project construction work. The local agency permittee shall defend, indemnify, and hold harmless the State, its officers and employees from all project construction, related clain;s by contractors and all stop notice or mechanic's lien claimants. The local agency also agrees to remedy, in a timely manner and to State's satisfaction, any latent defects occurring as a result of the project construction work. FUTURE MOVING OF INSTALLATIONS: Permittee understands and agrees to rearrange a permitted installation upon request by the Department, for State construction, reconstruction, or maintenance work on the highway. The permittee at his sole expense, unless under a prior agreement, JUA, or a CCUA, shall comply with said request. ARCHAEOLOGICAUHISTORICAL: If any archaeological or historical resources are revealed in the work vicinity, the permittee shall immediately stop work, notify the Department's representative, retain a qualified archaeologist who shall evaluate the site, and make recommendations to the Department representative regarding the continuance of work. PREN'AlLiNG WAGES: \Vorl( performed by or under permit ntay require perniince's contractors and subcontractors to pay ❑ppropriatc prevailing waves its: set I,ry the Departnnc•ni of Industrial Rclarions. lnquirics or requests [of. intcrl)rctaiions reialive to cnlittccmem pre+.a0ing wage require"mcnts arc directed to Staic• of Culil'ornia Department of Industrial Relations. 525 Goldcu Gatc Avenue, San Francisco, California 94102. RESPONSIBI.LITN' FOR DAMAGE: 'file State of California and all officers and employees thereof, including but not limited to the Director of Transportation and the Deputy Director, shall not be answerable or accountable in'any manner for injury to or death of any person, including but not limited to the permittee, persons employed by the permittee, persons acting in behalf of the permittee, or for damage to property from any cause. The permittee shall be responsible for any.liability imposed by law and for injuries to or death of any person, including but not limited to the permittee, persons employed by the permittee, persons acting in behalf of the .pemvttee, or for damage to property arising out of work, or other activity permitted and done by the permittee under a permit, or arising out of the failure on the permittee's part to perform his obligations under any permit in respect to maintenance or any other obligations, or resulting from defects or obstructions, or from any cause whatsoever during the progress of the work, or billet activity or at any subsequent time, work or other activity is being performed under the obligations provided by and contemplated by the permit. The permAtee shall indemnify and save harmless the State of California, all officers, employees, and State's contractors, thereof, including but not. limited. to the Director of Transportation and the Deputy Director, from all claims, suits or actions of every name', kind and description brought for or on account of injuries to or death of any person, including but not limited to the permittee, persons employed by the permittee, persons acting in behalf of the permittee and the public, or damage to property resulting from the performance of work or other activity under the permit, or arising out of the failure on the permittee's part to perform his obligations under any permit in respect . to maintenance or any other obligations, or resulting from defects or obstructions, or from any cause whatsoever during the progress of the work, or other activity or at any subsequent time, work or other activity is being performed under the obligations provided by and contemplated by the permit, except as otherwise provided by statute. The duty of the permittee to indemnify and save harmless includes the duties :to defend as set forth in Section 2778 of the Civil Code. The permittee waives any and all rights to any type of expressed or,implied indemnity against 'the State, its officers, employees, and .State contractors. It is the intent of the ,parties that the permittee will indemnify and hold harmless.ihe State, its officers,. employees, and State's contractors, from any and all claims, suits or actions as set forth above regardless' of the existence. or: degree of fault or . negligence, whether active or passive, primary or secondary, on the part of the State, the permittee, persons employed by the permittee, or acting on behalf of the permittee. For the purpose of this section, "State's contractors" shall include contractors and their subcontractors -under contract to the State of California performing work within the limits of this, permit. 34. FIELD WORK REIMBURSEMENT: Permittee shall 'reimburse State for field work performed on permittee's behalf to correct or remedy hazards or damaged facilities, or clear debris not attended to by the permittee. ' 35. 29. NO PRECEDENT ESTABLISHED: This permit is issued with the 36, understanding that it does not establish a precedent. 30. FEDERAL CIVIL RIGHTS REQUIREMENTS FOR PUBLIC ACCOMMODATION: A. The pemrittec, for himself, his personal representative, successors in interest, and assigns as part of the consideration hereof, does hcrcb_v covenant and agree that: I. No person on the.ei:ounds of r;icc;•co!or. or n;ilinnal origin shall In excluded from participation in. be denied the benclils of'. or be oihenvise subjccied'to discrimination ill the usebfsaid facilities. 2. That in connection witli. the construction of any improvements on said'Innds and (he furnishings of services thcrci)r, no discrimination shall he practiced in the selection and retention of first -tier subcontractors in the selection ofsecond-tier Subcontractors. 3. That such discrimination sha.1! not he practiced against the public in their access to and usc. of the facilities and services provided Tor public acconmiodaiions (such .as citing. sleeping, .rest, recreation), and operation on, over. or under the space of the right of way. 4. That the penniuce Shall tine the premises in compliance with all other requirements imposed pursuant to Title 15; Code of Federal Regulations, Commerce'and Foreign Trade, Subtitle,A. Office of the Secretary of Commerce; Part :8 (15 C.P.R. Part 8) and as said Regulations may be amended. 5.That in the event of breach of any of the above nondiscrimination covenants, the State shall have the right to terminate. the permit and to re-enter and repossess said land and the land and the facilities thereon, and hold the same as if said permit had never.bem made or issued. 31 32. 33. MAINTENANCE OF HIGHWAYS: The' permittee agrees, by acceptance of a permit, to properly maintain any encroachment. This assurance requires the permittee to provide inspection and repair any damage, at permittee's expense, to State facilities resulting from, the encroachment. SPECIAL EVENTS: In accordance with subdivision (a) of Streets and Highways Code Section 682.5, the Department of Transportation shall not be responsible for the conductor operation of the permitted activity, and the applicant agrees to' defend, indemnify, and hold harmless the State and the city or county against any and. all claims arising out of.any activity for which the permit is issued. Permittee understands and agrees that. it ,will .comply with the obligations of Titles Il and III of the Americans with Disabilities Act of 1990 in the conduct of the event,' arid further agrees to indemnify and save harmless the State of California, all officers and employees thereof, including but not limited to the Director'of Transportation, from any claims or liability arising out of or by virtue of said Act. PRIVATE USE OF RIGHT OF WAY: `Highway right of way shall not be used for private purposes without compensation to the -State.. The gifting of public property use and therefore public funds is prohibited under theCalifornia.Constitution, Article 16. 37 NOTIFICATION OF DEPARTMENT AND TMC: The permittee shall notify.the Department's representative and the Transportation Management Center (TMC) at least 7 days before initiating a lane closure or conducting an activity that may cause a traffic impact. A confirmation notification should occur 3 days before closure or other potential traffic impacts. In emergency situations when the corrective work .or the emergency itself may affect traffic, TMC and the Department's representative shall be notified as soon as possible. SUSPENSION OF TRAFFIC CONTROL OPERATION: The permittee, upon notification by the Department's representative, shall immediately suspend all lane closure operations and any operation that impedes the flow of traffic. All costs associated with this suspension shall be borne by the permittee. UNDERGROUND SERVICE ALERT (USA) NOTIFICATION: Any . excavatioir requires compliance with the pmdisions of Govcrnnr;nl Code Section 4 ! 6 cl. seq.. including . but riot limilcd kr Police to ;I regional notification Center, such as Underground Service Alert (USA). The permitiec`shall provide notifn.:ation to least 4% hours before performing any'c;:c:rvalion wort; within dic right of way. t •Overlaf r _ acrorodrinrQi r 201Ri1 See no,a I ---_- COr_es 30 m rnD._s D•x lnq._.. _ _ . ... Ic V� [([ii[/��___^-� -- • • • � .• ♦ - 6D=—' '..-- rr � per____"--�_ • __ —___ _ -' - F o- — — — — — _ A —f'— -- dv Once warning .signs .,JI See Note B �SeO Note 12 _'- `-!IAin Sill,,laer' p, - - 210 m t0 300 "m ODar 110 m t0 300 m I Min L •\ _• t, Sea fiat 300- m toper. ISO" m - 1 Mln 300 • © ' . es .3 and -d, Der. Iona Cbsea See NOIe13. m toper per lane closda \ •$ee t �_:.nes °cross eai r, ` oats T LANE, CLOSED and sn•:ulcer Are;•y E,O.^•m - :. See Medfdn.snoulder LANE 'CLOSURE C3p ..yam Snou l der WORK AREA I", m ribx spat Inq_- . rnnox is - __ Smoulder • C•, i_ l'S9 woe IJ -;\ / It G9Q -- y — 0 7r 1 —fir- �,,,>�o �.r- - °•- 1 n- f Ig-, SHOULDER CLOSURE C84 see Note 14' © �B voTEs LANE CLOSURE ;op° R0"D C0N$1�"i0N LANE CLOSURE AT EXIT RAMP ANEAp :. Median lane Outs, do lone Closures t. the E23 C18 AT ENTRANCE details for out510e lane closures except in01 6 600hm Of lOr E2Lsign .would follow within 12.LINe55 Otherwise aDeci}lea In the CE RAMP C20 4 rl signs snap be used. a stationary C18. C23 ar Cll provlsl n special "STALE NIGNWAr CONSTRUCTION NEIT a s. a minimum of 3 cones snap be `. Not less than one person snae 0e assigned M11E5". use a C20 s�qn for the first advance PIaced tronsversely'across each closed lone LEGEND to '.fug time maintenance 0f it ffi warning sign. an° Shoulder at each location where 0 tog or SIGN PANEL SIZE (min) o c-control across a traffic lane ends and every 600 m O Traffic Can, devices on all di night lone, closures or day -time 7. Place o C30 sign every 600 m throughout closures exceeding 1.6 km In length, Including the Sr,Own s. the "Lone Closure" detail. Two a 1219 mm r Ijl9 mm I OD er 9 length of lone closure. - Type 11 D°rricodes may be used ir,Stead of Traffic Lone ,;,o NLnan n[•a�': the ] cones. ine transverse ollgnmeni of the. Q - 9w mm a. 914 mm . OuDlic Ots sign Instagotlons arenot required: 8. One fla5ming arrow Sign for -each, lone CIO590. cones or barricades on the closed Shoulder a1, On.a s ine firs, flo5hlnq orrc•: sl r be shirr C ,762'mm 752 mm PUr rattle Sigr, ODOSItB Smoulder if gn Shop De T• man ed from the transverse Of tt,0 available (Ones remain open'e-nolf All Others may De either T yD0 I, alignment t0 Or OvIOe aCCBsS t0 the traffic. Ybe I Or Type ll. wort,. DI In 1h V 50 m f 3.unlOtherwisefl05hing A:' -Ow I r e 9010n i/ the width f to 9. A minimum p O sight alsl Once ShaX De I ess xDeri110d In the special �`— 5 q 0 e ntBOlOn Dr Ovitlea where DO SSIDIB for Pr Ovlsl°ns. the 150 m SeGtlOn' of ,he lamp 'ones Ole It less than j,a m an0 the OV 151de CODroolic ng the first flashing arrow sign. cl"Sur 0;,-ectien of Trav?I e o De closed.. *e snDwn along lOnellnes snoU De uses Long closures shall nOt begin 01 tap Of CreS, bdt r9Qn the 300 m lane C105ura topers when •1: PnrtoTl Flashing All advance wornin . ver tical C"ve Or On 0 h0,i two Or mar a OShinq DeJ:r:1 q' sign inSrpgOrionS shoe be 20nt�ll curve. a OO(ar,nt trot flC tines ore t0 ea,h regd wltr, flags for Oaytlme closures. 10. All Con? De closed. ' F 105n lag Ge ac OnS snon De s used far lign, lone cios,Jres sr ,.q be ip Unless Ofner wise sLOCI(I00 In the Special placed of the fitted with reflecflve sleeves OS soecifie° In 1000 rions Indicated during night lone Closure. the SDOCIf Ication S. ' Dsed asns. the L8s and WS9 signs Sh011 be CTt TE ;,r CALIFORipt t ND "END CONSTRUL,IOIS Or Clq used oS shown, DEPARTIAE/IT OF TRANSPOR TA NON "END ROAD WORK^ si n. N. Por ra[de dellnea tars. oloced nr one-half the 15. where specified 1n me specbi Drovlsl0ns,.o g a5 aLDraDrlat°• Shall De Spacing IndiGorea far ,tall'` Cones m„y be T R A F F I C C O N T R O L SYSTEM °laced of the end Of ine lane closure' unless use° In ,,. of Cones for diC Con s may eS WIi the no Of work Ore. IS pDvlpus or ends only."LANE REDUCTION 5'i MBOL" sign IS 10 Da used eithin a IargOr Project limits. - sign. DIOf.e of ,he C20 "KILN, LANE CLOSED AHEAD" FOR L A N E C L 0 S U R E O N . Sign. 16. The wit "LAME REDUCTION STMBOL" Sion shown at FREEWAYS AND EXPRESSWAYS this location Is to be use wner8 the WII sign Note 15. IS used Os advance warning aS °escribea in I•I!,I CI -.ALE -- — — ---- —.—_ ------ — — --- — — 16 2 — ---... T10 ;ee Note 5 C23 ROW IOU or a- 7 A/(AO Advam a warning signs 210 to 300 m door t, See Note ). Can.. 15 m YIn 300 ,e taper 150 m• •"• �"ee note 12 per lone closed Seee Note I • • • • • �p See No' 11 / • • —'i IIn 450 m Men 150 m See to ,Il Note 12 • per [Doan )0 m ex apacing •— — • uox • I.B m � Overtpy IAs aDOroprlotel 7 LANE CLOSURE WITH PARTIAL SHOULDER USE C201Lt1TE1OfO ��S CLOSED 6 C!0 CIB See Note 5 C2! ROAD ROAD © SBa Note 6 , COAD tLQup CLOSED f06114.(I0R or •l1NA AHEAD ANEAD © ONE C2 A Q ❑ PEfl LANE IOm to 100m Cones IS m mad spacing Cones 7.5 m mdx spot In Advance turning !ions 210 m to!00 m apart. , Min ]00 m to r ISO m• Yin !00 m toper Min uln 300 m to r See Not. ). y/ per two Closed See Not, 12 per 1_a CIOsea See Note 12 per IOne ClgseO ' • - • • • See Note 1 • • • • Note 11 Toer _ -y • IS • Sea Nate 11 — �� — — — — — — — — — — — • —• — — — _ _ See Note •;— =� • - — — — — — — — — — — — — — — •— F— — — — ' • • houlaer • Overjoy (AS oDproprlotel Overlay IAs approprlotal IqA QOSED C19 Lill LUTE CIOILt1 ' Cl [5 CLOSED Sao Note 14 KNEW O See Note I AM � COMPLETE CLOSURE OB NOTES LEGEND 1. Lone closures on trio righti side using pafTld me0ldn shOulO OS O trai tic tone 1. One flOShing OrfOr sign for each lane Closed. TAB first 12. Unless otherwise 31)BCI iletl in the special Provisions. trio • Traffic Cone Ir Shdlcanferm to The ae,0I15 fu,' Inside Zone Closure txCeDi ih0/ C201Rt1 signs Sh05 be used. flashing arrow Sign Shill he Type LAY others may 0e either TyDa 1 Or Type 11. 150 m a0CtI0n OT The lone CIOSufe Shorn along Idnalinee Portable Sign 2. Not less Shas Ds ul00 between the 300 m Iona Closure tapers wham two <CE Fleshing Than one per Son shoo De assigned to full time B. A minimum 450 m of sight distance shall De provided where or more CdjCCent traffic lanes are to be Closed. Arrow Sign maintenance of ont Cr conird devices On OI complete CIOSureS, on a0 night Ipne Cb3ufea. and CIOylime closures for vehicles Opproachln9 the first flashing arrow I!. A minimum of Two Type 11 barrcades shill De placed across Direction of Trowel exceeding 1.6 km in lengiR incluaing tape-. Aosslble sign. Lane closures Shan not begin at the top Of Crest eOCh closed lane on d shoulder at the locptlgn shown and vertical curve or an p horizontal curve. every 600 m rlthln the complete closure area. Wlthln the I Portable flashing Beacon !. AY Odvanca •owning sign Installations Shill be equipped 9. AN cones used for night lone clg3uras Shag be fitted Complete closure Wee, Ine fronSY arse alignment Of the we th ,logs for day f [me CI03Urc. Flashing beaCOns Sh011 be with rlflet live sleeves Os SptClfiea In The SOeCI}IcatlOnS. bOrrlcodes On the CI03e0 shoulder may be shelled frm DIOCea at the IOCa t Ions Indicated during night lone Closures. the if an5ver5e allgrvnent to provide aCCes9 l0 the work. STATE OF CALIFORNIA 4. A CI! "END CONSTRUCTION" Of CIA"ENO ROAD WORK" sign, as 10. Portable delene Ot Ors,ploCed at One-half the spot in Q Indicated for Traffic 14. ;Mora specified In the spa Cld DEPARTMENT OF TRANSPORTATION provisions, 0 OPP"OrlOte. smOY be plated Ot the Who Of the lone closure unle 35 tme Ono Cones, may be used In lieu of Cones for daytime Closures only. [I "DETOUR AHEAD" sign I! to be used In place of the TRAFFIC CONTROL SYSTEM CIS FREEWAY CLOSED AHEAD" Of work atop IS ODvlOuS Or ends rlthln O larger OrOlact'! Ilmit3. 11. Unless otherwl3e specified In the special provisions, a sign. SIGN PANEL SIZE (Min) FOR LANE A N D $. If the CIB for C211 Sign would follow rlthln 600 m of 0 S [eB. [2) •'STATE mInImu lone aria es Sher a ioceeach transv where o rODaf mlosed of ) cones amps be placed location atiov nor atrps5 oath COMPLETE CLOSURES 0 N MILEary Of CN CONSTRUCTION NEST S"use atraaa a traffic lone ends aria every 60o m „Shawn on p 1219 mm x 12e9 mm _uILE afirHIGHWAY o C20 sign for ime firyT OOvpnCe warning Sign. the "Lone Closure With Partial Shoulder Use"detail. Two Type ❑B 914 mm It 914 mm FREEWAYS AND EXPRESSWAYS 6. Place o C30 sign every 600 m throughout length of 11 bwrlccoes may be used Instead of the ) Cones. The transverse alignment ofthe the cones or barricades on © 762 mm x 762 mm NO SCALE tone Closure. ime CIOSeO ShOWder may be from foe transverse alignment to provide Occe3S to the work. T10A 103 stile TYPICAL .LANE. CLOSURE .. _ .. Taller length ILf - - -�. - able 1... _.. 45=Lfin '4dvancs a nrg 519i15_- 150 m to 225 - oDart 9 O OO O O O O O O, O O - Se Note 1.. 150 m to 25 m �•. O O _ �.. ._. ,t.,_..-__—_...-/1—_•_ • 4 O" O _ ".'. .!! WORN •eRE4 O O oy ^ See Plate 7, ,- C13 © C14 LJ. [M9RU[IID11or I WORK 1GRr Een IGH7 Ee CL- CLOSED , AHEAD ' See Tate 3 lMlO kEA �� eREe � . 'C20 1Rti - C20:1Rt1 SIGN PANEL SIZE (Min) See I+aces' 2.and a See Note Iq See Note 10 ' 914 mm z 914 mm Q. 1219 mm 457 mm ©- 914 mm r 457 mm - - Op ' 762 mm 762 mm NOTES - 1, Where jbDraach speeds are low. slgh3 may be oloced 6.Portrible'delineotors. Dloc.edat one-half -the SDnC!ng -of'90 m SDOCIng; and In urban areas. C1a5er'. - Indicoted f0r tro4fic cones, may be used ill lieu of2. 'cones ,or doYt lme c105ures Only, All.advonce '.'orning' sign installations shall oe - eoulUDed with flags for "daytime closures. 7'. Flosfiing•arrow Sign Snalibe either 1yDe I:or_ Type it. Flashing Beacons :5holl be Dlo'ed at the"toc9}ions ' frail:oted. for night time CIOSU. 95. a. The mOYImui. sDOCing between cones In o twer shall be bnpro+imotely as shown, in Table I and 15 m mo,imL.m 3. A C13 ''END COHSTRUCTIOir or C14 '.EIID ROAD WORK" sign; ',Darinq on toc,gent. . .05' OODh Obrl7.te. Shall Le bloced at file end Of the " lane closure-' unless the end of work area is ' 9. Far ODDroach Speeds over SO km/h, Use the obvious: at, ehds within a larger Droject•s limits. "Traffic Control System for Lane Closure On Freeways And ErDresswuys" DIOn for lone Clo Sure 4.lf' the 'CIE for C23V'sign would follow within 600 m of details .and requirements. 'a' slat IOnory (18. 17,23• or CII •'STA'TE HIGHWAY COIISTRUCTIOPI n[YT . -IALES'%use O C20 sign for 10.'Nhere sbeclfled In the 5beclol provisions.a the .first- od,once warning sign. W11 "LANE REDUCTION SYMBOL" sign is to be used in • Dloce of the C20 "RIGHT LANE CLOSED AHEAD' sigh. 5.. All coney used, for night 'tone Closures shot]- be fitted with reflective sleeves as sDecifled in the -SDe CIf ICOiI0r S. _ TABLE I (C <O l0 cr LEGEND v l.r•3f fir, (one F Fnr t �h1- Sion ''70 Ck� f!ir. C1ian n( irn: el _ ,D —� Flasl'dn? Arr nw %ign Z ' AbDr nr4rh SDeed TO(rer Length' I'1um[.?r". of (ones fnnc� Alan•) . Ikm/I'I) ILI fnr Tat•'I' - 0-40 18 6 7.5 40-65 98 9 12. 65-80 - 193 13 15 Over q0 See Ilote 9 164 Based On 3.6 m .11je 10,19; This '.!•I•_,mrl Is also VC•prnCrlo to �- - fore wkill.3 Ics-_. than 3.6 m. . c4j.woplil, OEPAPTIAE117 OF TPLIISPOP.IA1,011 TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON MULTILANE CONVENTIONAL HIGHWAYS HQ '>CALE J LEGEND O Tr'af fir (One F PC" foble Sign FIOShing Arrow Sign —w— Direction Of TrOve) - - Portable Flashing Beacon See note 4 03 Uq or CONS NtU�C110N. © Q TYPICAL CLOSING OF HALF ROADWAY �. BC IiC RfGIl.I(Crl, rlv,l rr:.l lll'(x�n., �pI! JIJI': I1 St Yl 1;; �(3Ftop ..... ,. .. ,. r. ., ., - . ,-e cotes 3 .31 d 5 C2n (L I Cit. ` xDtD gaup ' (FI't LA r�"LEfi UA2 «a'_lahurN; o' WDaK . CLOSED aos[D ,4I,D AITE4D $11((D� CNBD j r r �� •ti • i. t—� r — T,3per length ISee Table 11 Taper length ISee Table It !I�iLI _._...___._ _.. __. _..--. .._._-. ILI 45 m Alin See Hot? 10 {... _. (LI ... + _ ILi _ .... .. ... 150 m tp-j 5 m y.i 'air.., C.,3na ra' - _'Cee M„irS?9_— I — • • I I • •� AtO • 7 So? Ilni? B it Aovaru.e warning signs 150 m to 225 m aw]rt— °—O — %�• — — WORK Al1EAI. °— "� See ogre 1, l5U m to 225 m e •---"—'---' a ::;y.'rtS.�•.'.� o !• ': /..'! � , `AK Ali �• \ R04D i �$IN6LE �` WDRK or cos mina / OETDUR LGNE ��•�' See Note B a'�rx°aR " UkISTRUCIIgt LI AHEAD 3HUD � AHEAD . AHEED' .� ' WI ILt1 or YlIIP}I nr .,. e Ifnle 4 a ©A❑ �A W2 ILt1 W2 (Rf1 C23 CIS CI C21 or C20 See Notes 3 and 5 UGH © SIGN PANEL SIZE (Min) ❑A 914 mm v 914 mm N X LJ W6 See Note 9 WIS QB 762 mm 762 mm See Mote 9 TABLE I - Co 914 mm r 457 mm I219-mm _ a5? ^_ + II_unL._r •:F (n r�. [,Ir. Spee,,f T•tC•?I L^.. ', _Tth .no — r„i L — NOTES (1 mrhl —7r' .._— Tn4 - oCr1' ' p-40 3.11 i 7' I, Whet Ar•CroaCh SreedS are low, Signs may 5. If the. CIS (or C231 sign would follow within in. The tro,imum sparring between Canes withln n - 1 be D1�3C el of 30 rn SDdring and• In IJrbon 600 m of a St ationor-y C19. C23• CII IdDcr Shall De OGpr p.Imotely as shpwr, in ' 4!,-F,i nr'e as. closer. '�S70E HirHWAY CONSTRUCTION IIEYT TODIe l and Ilse ma.im,nn SDOCing on tangent (6 y IS3 13 15 2, Idnt loss roan one Der son snap be assTq^etl MILES••. use d C20 sign for sh.pl be IS m. ...R �. . to full time mdinf en•]nCe of traffic r:n11'OI The first acl ,,nae warning Sign, IL FO" aD[•t'0']r.^ Sf•?ed5 d'y e'' PO km/h, USe tn= /ly?r IjfJ :.? 61r:te It d=:Ines On oil night lane closures. 6• All cones used for night lone Closures Sh,711 "Trof fi' Con trot System For Lane Closure 4 B•]sed (r, 3,G. m ,mill Idne, Thi, rnli nor gll,n ,3.a. i. All oa,-ance worning sign installations shall be fitted with refeCtive slee;,e5 ac Or, Freeway r, And E.nres s ways" plan for arrr, r,C,rl!1t? f•.,'' one wi•111•,>. IcS; titan m, be equipped with flags for daytime SDegif ied in the SDEC'.iliCptian S, lone CI05',u-e OP t•3ils and reauirements. STATE nF 17LIJ NI , e closures. Flashln Deacons shall be oloced g 7. PortODl? delineators.plo(.ed Of one-half rile 12. Llnless otherwise .sr-eCified in the SD?Ci0I rrO;ISinns, the li Ll drown betw?Pn 7 OEFAR7IJE(IT jr TFAII;:FIiF.IATIi III a ed Burin night lane of the IoCation.5 Indicated g g CIO.SUres. sDgCing Indicated for irnf fiC. Can?5. may be the ,w0 IU lane :In Sure tODPrc 5ha1I DP pled. TRAFFIC CONTROL SYSTEM used in lieu of Galles for doYtime Closures 4. A C13 " EIID C(INSTRUCT1011" or CI4 only. FOR LANE CLOSURE O N "END ROAD •WORT" sign,gs aoo pprriote. Shoii be place, at the end of Ina ,0•,= ?. FioShing arrow signs shall L•e ei,her Type I MULTILANE CONVENTIONAL CIOSure UnleSS the end of work are-3 15 Or T,De It. HIGHWAYS 0b+ious, or ends within a larger Drolect's 9, nQ.,isrry speed will be determined by the Engineer. ,lmit S. •. The W6 Sign will not be rog,Jired when C;,Nisory Speed IS mo,'e ihdn the pOSted Or m- mum Speed limit,- T12 u-1-1 1 efrlc • TYPICAL 'LANE' CLOSURE. WITH REVERSIBLE CONTROL C37 .. t Ilbtec 2 dnd 4 ('36 F9a, F._'' "c,r CIS - COAEROL ' " - "ROAD STRUC - S N: to - WORR �-COxSTROCIIai p4 "CI3. - PILOT {all I'. I. .. 10 aHCAD AHEAD R c ,r (ORS AUCT104 Q Ante 9 \ I 1 - - STOP ❑ � © - p❑ r :See Hot.e, 7. � '`C ° Q 5 1-, , heeds Cones 15 m mar snaclnn_. -,_- _ Ones 0 mmax-_spacing'A�:7r: 'tl" .L' .L... 3 _y pt ---d— _ _ (L.1 Variable" ISee TOWe 150 •m. to SOO .m -•-.. :J . In Q - a i nnC : C �r e: Carves .or� D]n'iCodeS-.. I - IS) t r ... nrni O -6- O 0-0 O -1- O O—O O-- .—� Advance. r.ar ning signs0'. . - . o . Gore cone _ isit m to 300 m ooart. See Note WOR I, r f - - - -�� 150 m to J00 mb O� - N AREa ' �X� ODnanal robe, !30 See ware 7 r � ERD D COIJSIAUCT ION. I or I a + �r ar COKIAIICI IOX. or WORK • PR iC RE .CLOSED L13. O -C14 z JxuD 4HE4D STpp SIGN PANEL SIZE (MINIMUM) ' e❑. .� - Q A❑ ® a t219 mm 1210 mm - SDeeas of TO P.m/h or more ' E1g C?i C9A C36 C30 Se^ 1Jnte g ❑ 914 mm v 914 mm - Sreens les:. ",an 7n Im:h (e r-pt C-231 "See Notes 2 and 4 © !Soeeds less than 70 km/hi QD r62 mm T52 mm LEGEi`ID G: NOTES 1. Where or-6roorh SoeadS ore low. signs may be 'and - Addil ionol advanre floggers may be reauireo. Flogger - Dlared at 90 m :pacing,In urtian oreas, ,loser, should stand in a COnSCiCUCUS Dlace. be visible to 2. All 01,�anre warning sign Installations 51holl be CoDr'odChing traffic as well as oo Dror Ching vehir195 .e OVIGDe.o 'with Haas far daytime es, flashing of tar the first vehi Cle no 51 aM'ed. t11ghI lime .GlOCUr beacons shall be DldCed at the Iocotions indirotetl flogger station shall be Illumlootetl as brovlde•J In "ttanuol - durl"' night lone CInsures. the current edi Lion �of the of Troffir Conrols: oublishe.l by the St•31e of Call torrid, 3. A C13 ' EIID CONSi RLIC.TION- or CI4 "EIJO R(taO 'I+OPt:" Oe Dor'iment of Tronsportaticn. Piave a minimum Of sign. as 'ClDD,C•briote'• shoe be r40red of the 'end four cones at 15 m Intervals in advance of- flogger Of the Ior.e Cont rOf Unless the end of wort area station as shown. Is obvious. or ends 'within a forger brolect's limits. R.Plore C30 "LAIIE CLOSED -sign at ISO to 300 m 4. If the CIS (or C231 sign would follow within 600 m .intervals throughout a",tended work oreas. They a a scot onory CIS. C23. or C11 ' STATE HIGHWAY ore obfionol If the work area i5 visible from the CONSI PLIC TIOt1 NEXT MILES -.use o C94 Son for flogger station. the first odvanre warning sign. 9. When a DRat Gar IS Used. OIOi.O a C37 "TRAFFIC S, 411 Cons :iced for night lane cicsure5 shall be COIITROL-W411 FOR PILOT CAR- Sign at OA intersections fH ted with reflective sleeves as Sbecifie'J In the within traffic Control area. Signs 5h,11 be Clean and soeclf scat inns. visible at Oil times. 6. Por table delineators. blaeed -0, one-half the soocing indicated for traffic cones. may be used In lieu of cones for daytime Closures only. 166 © 914 m 45' - ❑0 1219 mm 457 mm - Irgffi•: r_,.ra ,orfiq.:n1 }.lperl TABLE I E Pr..InI4• i.7, � D6'erti,l, ^f TMvpl . - - Pnr lghle FlnShirr] Efea•:.n Fload:r ♦ loct-ase by 2C oercent on sustoinea nn downgrades steeoer than 3 percent and.longer than 1.6 Pm. ' -,rcrE bF rLLIFpPIIv. DEPaa iLlEni of iP4q:POP,IaTIpN TRAFFIC CONTROL SYSTEM FOR. LANE CLOSURE ON TWO LANE CONVENTIONAL HIGHWAYS IJ(J `C.ALF _ T13 ADDr:).lr) SPoc.] Ikm/Ill f rL1 Iml �_ 0-50 60 50-70 90 Over 70 150 TYPICAL RAMP CLOSURES 210 m to 300 IT, 210 m to 300 CO'leS 01 15 m -Ox SD01b'-Q sho"Idc' • - - ------------ CLOSED CLOSED 1 RAMP _�_ dHEAD AHEAD CLOSED C 2 Bar, min 3 De, lore. < 11 See 2 MUSENEXT I-ee lapse 1. EXIT EXIT RAMP OR CONNECTOR to 300 .... 210 m 11 300 Cones of 15 m mo, scocing' '.'7 -o i 0 --- 6 . -6-- . 0 0 -i- o o -o- 0 Shoulder I; t conn'am'o --- 0, ZL &RE 11 IIED —Z r-l'-.Ee� min 3 per lani:-. R C RAMP CLO Mp 4H SED r AMPIC2 E4 0 AHEAD '9 'S ee Note 2 C19 C 0�/ MUSENEXT C,, See Note 1. EXIT EXIT RAMP OR CONNECTOR WITH ADDITIONAL LANE u See Mote 2 c Ba-1codes. min 3 ver lane. See tlole 2 C19 See Note 1. CLOSED See1"-2 RAMP PT (2 O RAMP CLOSED C2 �Ri6 �IO AHEAD See Hotq 2 --60 m to 90 "':'Cones at 7.5 m ma. soacirg 90 m to 150 ----------- w— Cones at 7,5 IT, .0+ sr-a'ing - ID — .." I l< 'L @0'Su'o> Sep No 1, 2 nc c 30 PIT ENTRANCE RAMP WITH TURNING POCKETS 167 ij NOTES NOTES 1. Ba,ric,l-i?s st,oll be IYD, I.it. o, III for es or le*z and Type III h)v [a, tiriq 1-1-iv th,pt one —,-1- I,. ii?, of it,,, (in %,r CLO',ET) LiIE,-(, 0,0 RAIJ-' U6[D' -,n be mounted, 0F 'T' -!,: t -�'j y I t.-? E-Jil ml •pji Ja z. I Il. I I -le'. to the "�"e-j "'3mr, 11— 1�-' tu'- Size "'. the I,,- %h"Il I'. th,? 5-3mo GS the a.jI-jj Sign. . 3. All ariv,)rce nina -�Igr. ShqIj (,E, eluir-r—I 'Ath fl,).Js All conlytime 0)s" to. "I 4, es used to,- Nqht 1-3n� ?5 chnll t,e filie,j .Ith refleCtiv- ;IqevpS -,j,C .. Sr-ifi" it, the 5. Pot aeline•ltr.r c. f-kyel i.l t;," ffl�. cx'lles.mo-; r.? .1.1 : rim. � os�jr�-s 6. O�rinq niqr,t tim,? nmr- -31 T.- st,oll t� s S lg"r.-j fill time to,- trof fic. SIGN PANEL SIZE (Min) LEGEND LEGEND SIGN PANEL SIZE (min) 0 T,offl.. ron- 121g m'. I'll m"' sign 1,11) r— t Bat ri.odvs 762 m. 76.' ,l Directlo. of Trrivpl [0] 914 mm 114 mm Turn Arrow 1.114 1— M.) mm c c E Barricades, mi'. .3 ril'. El RAIAP aeuP CLOSED Pic, <dHEdD 4 ENTRANCE RAMP WITHOUT TURNING POCKETS STATE ()F CALIFORNIA DEPaRTME117 (-r TPlII$PrPi 1, Will TRAFFIC CONTROL SYSTEM FOR RAMP CLOSURE i-10 ;'�'ZILE - STATE OF CALIFORNIA -.DEPARTMEi,TOF TRANSPORTATION ENCROACHMENT PERNUT UTILITY MAINTENANCE PROVISIONS TR - 0161. '(Rev. 12/2001) , Any public utility or, public,corporation who lawfully maintains a utility encroachment,or their agent, may perform routine or emergency maintenance on such facility in ':accordance with the following provisions (unless updated at some future time; thence the future provisions shall govern. UMI. EXCLUSIONS: ' UM7. These provisions 'do' not authorize tree trimrnJi-,g,•.- 'SERVICE CONNECTION: work on freeways, expressways, or other activities These, provisions do not authorize installation of not specifically..provided for in this permit. conduit; cable, gas, or water service connections within'State rights of way, regardless of the location UM2. POSSESSION.OF•PERMIT.REQUIRED: of the main, .existing conduit, or cable. All. new 'The permit or.a copy thereof shall be, kept at the site underground `or pipe abandon services must be of the work and must be shown'to any Departmental covered by individual permits. See Section "OH 4" representative or any law. .enforcement officer on regarding service connections for aerial wires. demand. WORK SHALL BE SUSPENDED IF UM8. ROUTINE INSPECTION AND MAINTENANCE: PERMIT IS NOT ` AT. WORK SITE AS REQUIRED. 1. Routine Maintenance and Inspection• UM3. NOTICE REQUIRED: Roadbed. work shall be conducted between 9:00 The permittee shall notify the Department's a.m., and 3:00 p.m., or as otherwise authorized, in writing, by the Department's representative. representative and the Transportation Management Center (TMC) 7 days before initiating a lane closure: 2, Manholes:. A confirmation' notification should occur 3 days before _closure. In emergency, situation's that may The permittee may,open existing manholes to impact . traffic, TMC and the Department's repair underground cables. Where the manhole representative shall'be notified as soon as possible. Gies •.within the .improved surface of the UM4. STANDARD OF WORK: highway;' the permittee will provide adequate protection for •traffic in accordance with the All work shall conform ,to recognized,mridards of General Provisions "Public Traffic Control". utiliy construction and .the Depariment's .current Standard Specifications.: 3. Excavations: UM5. EMERGENCY REPAIRS: Routine inspection and repair of pipeline and cables shall:. The permittee may make emergency repairs, alter traffic flow, -and excavate through improved surfaces A. :Not be made in improved surfaces, only when breaks in the .conduit, .cable orpipeline landscaped areas. or closer than 10' (3.04 m) over or under the pavement present, a Aefinite. public to . the .e,dge .of the pavement without a hazard or serious interruption of essential service. In special permit; and such cases, the Department's representative shall be notified immediately. B. `Not'uncover more than 50'.(15.24 m) ofiine • - at any:one�time.` UM6. "OPEN EXCAVATIONS:. 4. Pole Lines: No`excavation' shall be a left "open after daylight hours unless specifically '. authorized , and adequate _. Permittee is authoriied to: protection "for. traffic is _provided in accordance with the General Provisions "Protection.of Traffic." A: Stub, or reset existing pole, provided no Backfill and pavement. 'replacement shall be change in location' of .pole or anchor is performed in accordance with the applicable General made,, Stubs and anchors must not 6e Provisions (i.e., "Restoration.5nd Repairs in Rights of ; placed, between existing pole and traveled way. w B. Replace poles, guy poles, and crossarms in guys poles are authorized under this routine same location limited to two (2) maintenance provision. consecutive poles. No additional poles or C. Replace broken pins and/or insulators, This section (F) does not apply to scenic repair broken wires, pull slack wires; and highways. replace or pull broken or slack guys- G. Installations and clearances shall be equal to D. Repair and complete transfer work on those required by either the California existing aerial cables. Public Utilities Commission Orders or the California Occupational Safety and Health E. Install new and replace existing (CAL -OSHA) Safety Orders, whichever is transformers on existing poles. greater. Also see "OH 2" of the Overhead Utility Provisions. F. Replace aerial wires and crossarms on .existing poles except where wires cross H. Clear grass from around base of poles and the highway. Unless otherwise excavate around poles for inspection, specifically required by the Department, including tamping and straightening. The .protected cable, tree wire or plastic tree use of herbicides or other chemicals is not wire guard used for communication lines authorized by this permit. A separate may be used through ' trees where encroachment permit must be applied for necessary, provided the appearance of the and issued for that purpose: tree or the tree itself will not be damaged. tm ' STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION ENCROACHMENT. PERMIT ANNUAL UTILITY PROVISIONS TR - 0160 (Rev. 12/2001) Any.-ublic utility or public corporation who lawfully maintains a utility encroachment, or their agent, may perform routine or emergency maintenance or such facility in accordance with the following provisions: use of herbicides or other chemicals. A separate encroachment UEL EXCLUSIONS: These provisions do not authorize tree perniit'must be applied for and issued for those purposes. trimming, work on •freeways, expressways, aerial capacity increases on designated, "Scenic .Highways,"or other activities 3. Perform insulator washing and interconnect splicing of cables. not specifically provided for in this permit. 4. Install or remove service connections with potential to ground of UE2. POSSESSION OF PERMIT REQUIRED: The permit or a 300 volts or less, except over the traveled way. copy thereof,shall be kept at the work site and must be shown to any Departmental representative or any law enforcement officer 5. Install, maintain; remove, repair or replace aerial service on demand. WORK 'SHALL BE SUSPENDED IF PERMIT IS connections with potential to.ground of 300 volts or less, except NOT AT JOB SITE AS REQUIRED. over the traveled way, unless specifically stated in permit. UE3. NOTICE REQUIRED: The permittee shall notify the 6. Installations and clearances shall be equal to those required by Department's . representative and the Transportation either the State of California Public Utilities Commission orders Management Center (TMC) 7 days before' initiating a lane -. or the California Occupational Safety and Health Regulations closure. A conformation notification should occur 3 days before (CAL -OSHA), Division of Industrial 'Safety, Safety Orders, closure. In emergency situations that may impact traffic, TMC promulgated in the California Code of Regulations, Title 8, and the Department's representative shall be notified as soon as Chapter 4, whichever is greater. Possible. UE4. STANDARDS OF WORK: All work shall conform to recognized standards of utility construction and Department's current Standard Specifications. UE5. EMERGENCY REPAIRS: The permittee may make emergency, repairs, alter traffic .flow, and excavate through improved - .surfaces only when breaks in the conduit, cable, or pipeline over or under the pavement presents a definite public hazard or serious interruption of essential services. In such cases, .the: Department's representative shall be notified immediately.` UE6. OPEN EXCAVATIONS: No excavation shall be left open after' daylight hours unless specifically authorized and adequate protection for traffic is provided in accordance with General Provisions, "Public Traffic Control." Backfill and pavement replacement shall be 'performed. in accordance with General Provisions, "Restoration and Repairs in Rights of Way." UE7. TRAFFIC CONTROL HOURS: Work requiring traffic control shall be conducted between 9:00 a.m. and .3i00 p.m. or as , otherwise authorized by the Department's representative. UE8. WORK PERMITTED —AERIAL: :.Install , additional capacity (in the same location); . except facilities over the traveled way, on designated "Scenic Highways," or on Structures. 2, Maintain, inspect, remove, repair or replace (in the same .location) all aerial facilities except over the traveled way.or,on Structures: Permiltee'is authorized to cicar,gra-sses front' base of poles and excavate around poles .for inspection, including' tamping and straightening. This permit, does not authorize the UE0. WORK PERMITTED —UNDERGROUND: 1. Maintain, inspect, remove, repair or replace (in the same location) all underground facilities except those requiring trenching in the traveled way.. 2. Install additional capacity in existing ducts except for facilities -not.in.compliance with the Department's current "Manual on High and Low Risk Facilities within Highway Rights of Way" or on Structures. . 3. Install . air flow .monitoring transducers and piping in existing ducts. 4. Barholing, potholing, cleaning, rodding and placing float ropes. 5. Adjust access cover to grade and replace in kind or with larger size pull boxes, 6.•1nierconnect splicing of cables. 7. Install service connections perpendicular to the highway using either directional drilling, jacking and boring or trenching methods as determined by the District Permit Engineer. Electrical service is restricted to a potential to ground of 300 volts or less. Gas and domestic water services are restricted to 2" (51 mm) in diameter or less. 8. 'Permanent pavement patching for work authorized by, this permit. 'UE10 .FAILURE TO COMPY: Failure to comply with the terms and conditions above shall be grounds for permit revocation. b STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT UNDERGROUND UTILITY PROVISIONS TR - 0163 (Rev. 04/2002) Highway and Freeway encasement requirements for Transverse crossings of Utility installations, installed by the following methods. The pavement or roadway shall not be open -cut unless specifically allowed under a "UT" permit. Utility installations shall not be installed inside of culverts or drainage structures. The installation of Uncased High Pressure Natural Gas pipelines is allowed, when in compliance with TR-Ci58. Special Provisions, "Exception to Policy'.' for Uncased High Pressure Natural Gas Pipelines. Encasement Re uirements for Transverse Crossings Bore and Jack Directional Drilling Trenchin Facility Type Frwy/Expwy Conventional Frwy/Expwy Conventional Frwy/Expwy Conventional High Risk Section 605 Encase Encase Encase Encase Encase Encase Low Risk Section 605 Encase Encase Encase Encase Encase Optional Exempt Facilities Section 605 Encase Encase Optional Optional Optional Pressurized Fluids Encase Encase -Optional Encase Encase Encase Encase Natural Gas Lines Minimum 7.5' De th A endix H Optional Optional Encase Encase Optional Optional Gravity Flows Encase Encase Encase Encase Optional Optional nVI vtlllu-1 IIlVailb al Ul0 vNuvn VI Mr. L15ll IGl rGrflul DngIDccr. UG 1. CASINGS: Casings' should be steel conduit with a minimum inside diameter sufficiently larger than the outside diameter of the pipe or ducts to accommodate placement and removal. The casing can be either new or used steel pipe, or an approved connector system. Used pipe shall be pre -approved by the Department's engineer or representative before installation. E. When required by the Department's representative, the permittee shall at his expense, pressure grout the area between the pavement and the casing from within the casing in order to fill any voids caused by the work covered under this permit. The increments for grout holes inside the pipe shall be 8' (2.43 m) staggered and located 22-1/2 degrees from vertical axis of the casing. Pressure shall not exceed 5 psig (34.47 kPa) for a duration sufficient to fill all voids. When the method of.Horizontal Directional Drilling is used to place casing, the use of High Density Polyethylene Pipe (HDPE) F. The installation of multiple casings shall be installed with as casing is acceptable. Provided, that the use of a steel casing a minimum of 1-1/2 diameter clearance between casings, pipe could not conform to the bends of the proposed radii and in but not less than 18" (457 mm). The clearance between conjunction with the approval of Headquarters Office of casings crossing freeways shall be two (2) diameters Encroachment Permits. minimum, but not less than 24" (610 mm). A. All pipes 6" (152 mm) or larger in diameter, or placement of multiple pipes or ducts, regardless of diameters, shall require encasement. B. Minimum wall thickness for steel pipe casing for different lengths and diameters of pipes are as follows: 11 Minimum Wall Thickness 11 Casing Pipe Up to 46 in Over 46 in 6" to 28" 1/4" 1/4" (152 mm to 71 Y mm) (6 mm) (6 mm) 30" to 38" 3/8" I/2" (762 mm to 965 mm) (10 mm) (13 mm) 40"to 60" 1/2" 3/4" (102 mm to 1524 mm) (13 mm) (20 mm) 62" to 72" 3/4" 3/4" (1575 mm to 1829 mm) (20 mm) (20 mm) C. Spiral welded casing is authorized provided the casing is new and the weld is smooth. D. The ends of the casing shall be plugged with ungrouted bricks or other suitable material approved by the Department's' representative. G. The casings placed within freeway right-of-way shall extend to the access control lines. H. Wing cutters, if used, shall be a maximum of 1" (25 mm) larger than the casing. Voids caused by the use of wing cutters shall be grouted in accordance with "E" above. I. A band welded to the leading edge of the casing should be placed square to the alignment. The band should not be placed on the bottom edge. Flaring the lead section on bores over 100' (30.48 m) shall not be permitted. J. All casing lengths shall equal to the auger length. K. The casings within conventional highways shall extend 5' (1.52 m) beyond the back of curb or edge of pavement, or to the right of way line if less. Where PCC cross -gutter exists, the casing shall extend at least 5' (1.52 m) beyond the back of the cross -gutter, or to the right of way line if less. Bore and receiving pits shall be: A. Located at least 10' (3.04 m) or more from the edge of pavement on conventional highways in rural areas. B. Located 5' (1.52 m) behind the concrete curb or AC dike on conventional highways in urban areas. C. Located 5' (1.52 m) outside the toe of slope of embankment areas. D.-Located outside freeway right: of way. E. Adequately fenced and/or have a. Type-K barrier placed" around them. F. Adequately shored in accordance with Cal -OSHA . requirements. Shoring forjacking and receiving.pits located within 15'.(4.57 m) of traffic lanes on a State highway shall not extend more than 36" (914 mm) above the pavement grade unless otherwise '.''authorized "by Department's representative. Reflectors shall be affixed to the shoring on . the sides facing traffic. A 6' (1.82. m) chain link fence shall be, installed around- the perimeter of the pits during non- working hours. G. All pits should have crushed -rock and sump areas to clear groundwater' and water used to clean the casing. Where ground water is found and pumping is required, the pits shall be lined with filter fabric. UG 2. DIRECTIONAL DRILLING: Bore and Receiving Pits When directional drilling is the approved method for pipe:. installation, drilling plans shall contain information listed as follows: 1. Location of: entry and exit point, access pit, equipment, and pipe staging area. 2. Proposed drill path alignment (horizontal and'vertical). 3. Location and clearances of all other _faciIities. 4. Depth of cover. 5. Soil analysis.* 6. Carrier pipe length, diameter, thickness, and material. (HDPE/steel) and ream pipe diameter. ' 7. Detailed carrier pipe calculations confirming ability to withstand installation loads and long term operational loads including H2O. 8. Proposed drilling fluid composition, viscosity, and density" (based on soils analysis). 9. 'Drilling fluid pumping capacity, pressures, and flow rates 10. State right-of-way lines; property, and utility right of way or easement lines. 11. Elevations. 12. Type of tracking method/system and"accuracy.used. 13. A detailed plan for monitoring ground surface movement (settlement or heave) resulting from the,drillipg operation. * May be waived.by the District Permit Engineer for:HDD jobs less than 6 (150 nun) .in diameter and a traverse crossing less than 150' (50 m). UG 3. LIMIT OF, EXCAVATION: No"excavation is allowed- within ,10' (3:04_m) from the edge of pavement except in "curbed urban areas or as specified in the permit. Where no curb exists and excavations within 10' (3.04 m) of the traveled way are to remain open, a temporary Type-K railing shall be placed at a 20:1 taper.or as otherwise directed by the Department. UG 4. TUNNELING:." In addition to ,the " requirements of " UG1"_ the .following requirements apply: A. For the purpose of this provision, a tunnel is defined as any pipe, 30" (762 mril) or larger in diameter. B. When tunneling is authorized, the permittee-shall provide full-time inspection of, tunneling : operations. The 'Department's representative shall monitor projects. C. A survey grid shall be set and appropriately checked over the centerline of the pipe jacking or tunneling operation. Copies of .the survey notes shall be submitted to the Department's representative. D...Sand_. shields .may be required as ground conditions change. E. The method used to check the grade and alignment shall be approved by the Department's representative. F. Pressure grouting for liner plates. rib and spiling,.or rib, and lagging tunnels shall be at every 8' (2.43 m) section or • at the" end of work shift before the next section is excavated. All grouting shall be completed at the end of each workday. G. A method for securing the headway at the, end' of,each workday is required. Breastplates shall be installed, during working hours for running sand or super -saturated soil. UG 5. HIGH AND LOW RISK FACILITIES: High and Low Risk Facilities, as defined in the Department's current Manual on High and Low Risk Underground. Facilities, shall be installed with a minimum cover of42" (1067 mm). , UG 6. EXEMPT AND OTHER UNDERGROUND FACILITIES: A. Exempt Facilities: 1. . Gas service lines no larger than 2" (51 .mm) in diameter or operating at 413.7 kPa (60 PSIG) or less.' 2. Underground electrical service conductors with a potential to ground of 300 volts or less. 3. Departmental owned electrical systems. B. All "facilities other than high and low risk shall have a minimum cover of 36" (914 mm) except for service connections, which shall have a minimum cover of 30" (762 mm)., UG 7. DETECTOR STRIP: A continuous metallic detector strip shall be provided with non-metallic main installations. Service connections shall be installed at right angles to the centerline of the State highway where possible. UG 8. BACKFILLING: All backfilling shall conform to the applicable sections, of the Department's Standard Specifications. Ponding or jetting methods of backfilling is prohibited. - Any required compaction tests shall be performed by a certified laboratory' at no cost. "to the Department and the laboratory report famished to the Department's representative. UG 9. ROADWAY. SURFACING AND BASE MATERIALS: When the permit authorizes -installation by the open cut method, surfacing and base .materials and thickness thereof shall be as specified in the permit. Temporary repairs :to pavements shall be made and maintained upon completion of backfill until permanent repairs are made. .Permanent repairs to .paverents shall be"made within thirty (30) days of completion of backfill unless otherwise specified by the Department. Temporary pavement patches shall be placed and maintained in a smooth riding plane free of humps and/or depressions. UG 10. DAMAGE TO TREE ROOTS: No tree roots over 3" (76 mm) will be cut within the tree drip line when trenching or other underground work is necessary. adjacent to roadside trees. The roots that are 3" (76 rum) or more in diameter inside the tree drip line shall be tunneled under and wrapped in burlap and kept moist until the trench is refilled. Trenching machines may not be used under trees if the trunk or limbs will be damaged by their use. If the trees involved are close together and of such size that it is impractical to protect all roots over 3" (76 mm) in diameter, or when roots are less than 4" (102 mm) in diameter, outside tree drip line, special arrangements may be made whereby pruning of the tree tops to balance the root loss can be done by the permittee under the close supervision of the District Landscape Specialist or District Tree Maintenance Supervisor. Manholes shall not be installed within 20' (6.09 m) of any trunk. UG 11. PIPES ALONG ROADWAY: Pipes and conduits paralleling the pavement shall be located as shown on the plans or located outside of pavement as close as possible to the right-of-way line. UG 12. BORROW AND WASTE: Borrow and waste will be allowed within the work limits only as specified in the permit. UG 13. MARKERS: The permittee shall not place any markers that create a safety hazard for the traveling public or departmental employees. UG 14. CATHODIC PROTECTION: The permittee shall perform stray current interference tests on underground utilities under cathodic protection. The permittee shall notify the Department prior to the tests. The permittee shall perform any necessary corrective measures and advise the Department. UG 15. TIE -BACKS: A. Tie -backs shall be placed for the sole purpose of supporting shoring and/or soldier piles placed outside State highway rights -of -way to facilitate permittee's excavation. B. Tiebacks shall be disconnected from the shoring and/or soldier piles -one (1) year prior to releasing the bond. UG 16. INSTALLATION BY OPEN CUT METHOD: When the permit authorizes installation by the open cut method no more than one lane of the highway pavement shall be open - cut at any one time. Any exceptions shall be in writing by the Department's representative. After the pipe is placed in the open section, the trench is to be backfilled in accordance with specifications, temporary repairs made to the surfacing and that portion opened to traffic before the pavement is cut for the next section. If, at the end of the working day, backfilling operations have not been properly completed, steel plate bridging shall be required to make the entire highway facility available to the traveling public in accordance with the Steel Plate Bridging Special Provisions (TR-0157) UG 17. PAVEMENT REMOVAL: PCC pavement to be removed shall be saw cut at a minimum depth of 4" (102 mm) to provide a neat and straight pavement break along both sides of the trench. AC pavement shall be saw cut to the full depth. Where the edge of the trench is within 2' (0.60 m) of existing curb and gutter or pavement edge, the asphalt concrete pavement between the trench and the curb or pavement edge shall be removed. UG 18. MAINTAIN ACCESS: Where facilities exist (sidewalks, bike paths), a minimum width of 4' (1.21 m) shall be maintained at all times for safe pedestrian and bicyclist passage through the work area. UG 19. SIDES OF OPEN -CUT TRENCHES: Sides of open cut trenches in paved areas shall be kept as nearly vertical as possible. Trenches shall not be more the 2' (0.60 m) wider than the outside diameter of the pipe to be laid therein, plus the necessary width to accommodate shoring. UG 20. EXCAVATION UNDER FACILITIES: Where it is necessary to excavate under existing curb and gutter, or underground facilities, the void shall be backfilled with two (2) sack cement -sand slurry. UG 21. PERMANENT REPAIRS TO PCC PAVEMENT: Repairs to PCC pavement shall be made of Portland Cement Concrete containing a minimum of 298.46 kg (658 lbs. or 7 sack) of cement per cubic yard (0.91 cubic meter). Replaced PCC pavement shall equal existing pavement thickness. The concrete shall be satisfactorily cured and protected from disturbance for not less than forty-eight (48) hours. Where necessary to open the area to traffic, no more than two (2%) percent by weight of calcium chloride may be added to the mix and the road opened to traffic after six (6) hours. UG 22. REMOVAL OF PCC SIDEWALKS OR CURBS: Concrete sidewalks or curbs shall be saw cut to the nearest score marks and replaced equal in dimension to that removed with score marks matching existing sidewalk or curb. UG 23. SPOILS: No earth or construction materials shall be dragged or scraped across the highway pavement, and no excavated earth shall be placed or allowed to remain at a location where it may be tracked on the highway traveled way, or any public or private approach by the permittee;s construction equipment, or by traffic entering or leaving the highway traveled way. Any excavated earth or mud so tracked onto the highway pavement or public or private approach shall be immediately removed by the permittee. R.Ev. 6noo'' l 'ADOPT-A-HIGH WAY Safety. Requirements for Participants: "G R E W PLANS" Contact Caltrads. Notify your Maintenance field representative of your plans to work at least five days, but no more than one month, before the event..If State construction or maintenance activities have been scheduled at your adoption site on thatsame day, you will not be permitted to work. Review safety procedures. Review these "Safety Requirements for Participants" and the "Bag It, Move"It..' or Leave It?" instructions with all participants at an off -site location prior to each work event. Evaluate weather conditions. Work must be performed during daylight hours. Do not work, or discontinue working, if weather (or other adverse circumstance) decreases visibility or causes a public hazard. Wear your safety gear. It is required that participants, wear safety vests, hard hats, gloves, protective eye wear, long pants, and substantial leather shoes or boots with ankle support. Light-colored clothing.and long-sleeved shirts are recommended. Put on your safety gear'before travelling to your site and do not take it off on until you have left the roadside. Park in a safe place. Please carpool. Vehicles must park completely off of paved areas and be at least six feet from any traffic lane. If this is not possible and your site has a shoulder, then use a drop-off and' pick-up arrangement instead.. Or, enter and exit your site on foot from locations that allow you to face oncoming traffic. If 1n'd0ttbt about the safest way to access your site; please contact your. Maintenance field representative for advice., Look out for danger and look out for each other. Always work facing oncoming traffic. Use -a safety lookout when . fellow. workers are unable :to see oncoming. traffic. Watch your footing and be alert for snakes, stinging insects, and poisonous plants. If your encroachment permit authorizes minors to participate, you must have at least one adult•. supervisor over the age of 21 .at the site for every five minors present.. Do not.work alone. Alertthe California Highway Patrol (call 911) i.f you find an extremely hazardous item. Identify all objects before touching them and handle found items according to the procedures outlined in the "Bag It, Move It, or Leave It" instructions. Never risk injury. Work shall not be performed on median strips. Stay completely off of paved areas and always remain at least six feet from .any traffic lane; this includes crossing freeway on -ramps and off -ramps. Use extreme caution.when 'crossing conventional, two -fare highways; plan to use crosswalks and signals where available. Do not work on unstable or slippery ground, on bridges, in tunnels, or in drainage facilities. Avoid behaviors that will distract motorists; this includes working in groups of more the three or four persons. Drunk plenty of water. Use tools to help prevent over exertion. For example, litter removal groups should use litter pickers instead of bending to pickup litter and graffiti removal groups should use rollers instead of brushes to paint large areas. Stack your bags: Do not overload or compact litter bags and be sure to tie them securely closed. Whenever possible, stack several filled bags together. Place bags completely off of paved areas and at least six feet from any traffic lane. Make sure that the bags are located where Caltrans maintenance crews can easily see them and safely retrieve them. ADDITIOINAL REQUIRENMENTS:.1) No person shall enter the States.right of wav to performwork until a Caltrans representa- five has given the permittee's safety leader a safety orientation, and, all participants have received safety training from that safety leader. 2) A complete encroachment permit•"package" (encroachment permit, special provisions, and any plans and schedules) must . be present at the site. In addition, a copy of the encroachment permit must be displayed on the dashboard of each vehicle parked on the State's right of way. 3) Work shall not be conducted on, or within twenty-four hours preceding, holidays or holiday weekends. ReFer to your Encroachment Permit Special Provisions 'For -a listing of holidays and possible additional work restrictions specific to your adoption site. STATE OF, CALIFORNIA •DEPARTMENT OF TRANSPORTATION CUSTOMER SERVICE QUESTIONNAIRE TR-0164 (REV 272001) PERMIT NUMBER i Dear Customer, Our goal is to provide. the best service possible to our customers. Please take a .few minutes to complete this questionnaire. Your • comments will enable us to see how we .are doing- overall and any areas which may need improvement. PLEASE TELL, US, HOW WE'RE DOING INSIDE THE OFFICE EXCELLENT I VERY GOOD I GOOD POOR Staff courteous and helpful Staff quick. and.efficient Explanations and instructions clear I LLtt HUNt AN5WtKINU Timely response . Receiving information or answers, INSPECTION _Inspector courteous and ;helpful Pre -construction meeting set and.held in a timely manner Inspector at job site frequently Inspector able to answer questions and deal with problems r UVtKALL PERFORMANCE. What would you "say is our overall performance? t STAFFS NAME: 7 Is there a staff person you would like to:co"mmend? COMMENTS: ADA NOtICe For individuals with sensory disabilities, this document is available in alternate' formats. For information -call (916):654-641O:or TDD (916) 654-3880 or.write Records and Forms Management,-1120 N Street, MS-89, Sacramento, CA 95814. VICINITY MAP NOT TO scams i PER CVWD DWG. - ;. ,•+�' ,tea h .. ,-. ,.. ..� : ;, �� - . - ,....- q .i: NO10073Ms 4' COVER FROM 6' 25' 'FINISHED SURFACE)MIN `"-- WATERMAIN PER EXISTING 12" D.I.P. CONSTRUCT. 24" DIP WATERMAIN CVWD DWG. NO. 30783 WATER MAIN W/4' GALTRANS GENERAL NOTES COVER AT FINAL GRADE .a certify that the design of the wvfer s s!*m in Tract No.. rs in. 1. A CAL N � y ., SNON DRIVETRANS ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK darnce �►rth 'the wcYter system ;. *cpan*rl plc�Ir�rs' ofthe Coachella Valley Writer actor "+- T SECMN MAY BEGIN IN, OR NEAR, THE STATE RIGHT OF WAY. District and that the writ"�r s ►`v-ice on ution system will be adequate to provide water service to such tmot. This certification does not constitute a guarantee supply 'an s if1 . N.T.S. 2. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL .CONFORM TO' THE :, that it will water to such tract of y }sec c quantities, Rows or .pressures LATEST STATE STANDARD PLANS AND SPECIFICATIONS OR AS DIRECTED for fire protection or any other purpose-,,., BY THE STATE'S REPRESENTATIVE. STANDARDS OTHER THAN STATE STANDARDS MUST BE PRE -APPROVED AND JUSTIFIED. INDEX MAP Date: CrQA HELLA VALLEY WATER 'DISTRICT LEGENi) 3. NO EQUIPMENT OR MATERIALS MAY BE STORED IN THE STATE RIGHT OF WAY. , �� ' SCALE 1 -.� -. 00 • 4. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FOR rCI E. arri.,; ( ) Director of Engineering FUTURE WATERMAIN SEE PLAN FOR SIZE EROSION CONTROL (HYDROSEEDING OR EQUIVALENT, OR AS DIRECTED BY THE + g EXISTING WATERM,AfN (SEE PLAN FOR SIZE) STATE'S REPRESENTATIVE). THE RESPONSIBILITY FOR iMAINTAINING EROSION R.C.E. No. 50846 0 TRAFFIC SIGNAL POLE CONTROL WILL NOT BE RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. D TRAFFIC SIGNAL PULLBOX THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALTRANS CLEANING ANY DRAINAGE STRUCTURES OR CHANNELS WHICH HAVE BECOME CLUTTERED WITH BASIS OF BEADEBRIS AND/OR SILT AS A RESULT OF, OR CAUSED BY THE CONSTRUCTION PROJECT. RIP�G _ THE IS BEARINGS 5: THE STRUCTURAL SECTION SHOWN FOR PAVEMENT WITHIN THE STATE RIGHT OF WAY BASIS OF B FOR THIS PLAN IS TAKEN FROM THE MONUMENTED CENTERLINE OF HIGHWAY 111 BETWEEN THE 'BRASS CAP IN MONUMENT W IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL STRUCTURAL SECTION WILL BE WELL , 10. ALL I DESIGNED BY A SOIL ENGINEER AFTER NA SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL B MARKED 966+41.96„ AND THE BRASS CAP IN MONUMENT WELL MARKED NATIVE SOIL TESTING HAS BEEN COMPLETED,.. E IN CONFORMANCE WITH THE CURRENT A TRAFFIC INDEX TI OF 10.0 SHALL BE USED IN ENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY T 978+20.94 , PER PARCEL MAP No. 22596 SHOWN BY MAP ON FILE IN () THE DESIGN OF THE PAVEt�l" , HE STATE OF CALIFORNIA, DEPARTMENT OF BOOK 160 OF PARCEL MAPS PAGES 87 AtVD OFFICIAL IN THE TRAVELLED. WAY AND A T.I. OF 6.0 SHALL B TRANSPORTATION: AND THE SPECIAL PROVISIONS. _ 88, O CI L RECORDS OF E USED FOR THE DESIGN VIS DNS. ALL PAVEMENT MARKINGS RIVERSIDE COUNTY, AND BEING NORTH 8236'17" WEST. OF THE SHOULDERS. THE LABORATORY REPORTS AND THE DESIGN CALCUTA11O SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. NS (INCLUDING AC MIX DESIGN) SHALL BE SUBMITTED TO THE STATE'S REPRESENTATIVE FOR APPROVAL PRIOR TO THE CONSTRUCTION OF THE PAVEMENT AND/OR SHOULDER / 11. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE. � ._ ESTIMIATE Cyr- OLIA TIT' S - • 12. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS - SH - ALL BE NOTE. THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTORS ARE ALL STATE DRAINAGE STRUCT R REMOVED FROM THE PAVEMENT BY THE CONTRACTOR U ES/CHANNELS�M'UST FIRST BE COMPLETELY CLEANED TOR BY METHOD OF SANDBLASTING. ,/ J ADVISED TO PERFORM THEIR OWN ESTIMATES FOR THEIR BIDDING PURPOSES. OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR 'TO MAKING ANY CONNECTIONS. 13. ALL CONFLICTING SIGNS SHALL EITHER BE REMOVED OR RELOCATED BY THE CONTRACTOR. 24„ D.I.P. WATERMAIN P OLYETHLENE ENCASED W/RE5TI7AtNED JOINTS._ 570 L.F , THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ©N THE PLANS OR AS DIRECTED „ _ � IN THE FIELD ' FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED ELD BY THE STATES REPRESENTATIVE. � . sNt�. W 24 DUCTILE IRON BUTTERFLY' VALVE- EPDXY LINED AND COATED �:. _ 1 E TED BY THE CONTRACTORS "- - _ EA PPlCJVAL . OPERATION SHALL BE OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK — 44 r ALL SIGNS , ROADSIDE MARKERS E BY THE STATE. ADEQUATE CLEAN OUTS AND ACCESS OPENINGS SHALL BE PROVIDED. � L.ECTROLfERS, ETC. SHALL BE PROTECTED AND OR , , _. � �T� 42„ X 0.75 STEEL CASING 136 L.F. / REPLACED. ; : .. , �` A, ,, -., N KIN � D AT NO COST ST TO THE STATE, IN ANY CONSTRUCTION WITHIN THE A E IN ACCORDANCE STATES RIGHT OF WAY FOR FUTURE MAINTENANCE. AND ANEW{TIT. THE CURRANT STATE STANDARD PLANSw. 10� lL� DEVELOPER: ... .. ;.. - ,emu,.. AND THE LATEST EDITION F ; _, 24 X 18" X ti' REDUCER ANB.O. EAREPAIR WORK AS NEEDED. THIS WORK SHALL BE FURNISHED AT N COST TO THE STATE. TES ED 0 O THE TRAFFIC MANUAL. , " �,. 18" D B . ASSY. 0 TE. R�, : CL JACK TARR DEVELOPMENT COMPANY ��EE N.1 50fi WHERE SURVEY MONUMENTS md: N S EXIST SUCH MONUMENTS SHALL BE PROTECTED OR -SHALL _ 73 365 HWY 111 351 0 ALL BE 15. ALL TRENCHES DEEPER THAN 5 5 1.52m WITHIN CALTRANS R.O:W: WILL RE UI ( � Q RE SHORING PLANS PREPARED ,. R 8 LA UINTA CA. 9' REFERENCED AND RESET PURSUANT TO :BUSINESS AND PROFESSIONS I ' ' ODE SECTIONS APPROVAL ,.. _ Q 253 p O SS ONS C71 N5 BY THE CONTRACTOR AND SUBMITTAL FOR 760 485-5308 P ' BY CALTRANS .AND C.V.W.D. PRIOR TO CONSTRUCTION. W $700 TO 8805 LAND SURVEYORS ACT). _ ( ) THESE PLANS WILL COMPLY WITH SECTION 5-1.02A AND 7- R,p��: 760 564-3499 FAX 1.01 E OF CALTRANS STANDARDS AND SPECIFICATIONS DATE prz• UNDERGROUND SERVICE ALERT ( ) AND SECTION 6705 OF THE LABOR CODE CONCERNING TRE NCH EXCAVATION SAFETY PLANS. ... WHERE REQUIRED, THE PAVEMENT MUST BE SAW -CUT A MINIMUM 2' (0.61 m) FROM THE GALL T �• Cy{1. PROJECT T J AID ::. ADDRESS: EX ISTING ST1NG EDGE OF THE P ,. D PAVEMENT. THE SAW CUTS MUST BE PERPENDICULAR TORIGHT-OF-WAY,�,,.; :. . TO, 16. ALL PROPOSED EXCAVATIONS AND BACKFlLL WITHIN CALT BANS WILL BE IN ACCORDANCE WITH <. . , W OR CONCENTRIC WITH THE STATE HIGHWAY „ E G CENTERLINE.. STANDARD SPECIFICATIONS, SECTION 19-3, STRUCTURE EXCAVATION AND BACKFlLL 1 ��� STATE HIGHWAY 111 AT SIMON DR, F. 27- 600 (STATE HIGHWAY 111 STATION 942+37.63) two W011140M DAYS PEIF&ff NMABER 08-04-6-UJ-0`i40 1jL SEFORE YOU on _ 0 PR EPARED UNDER THE DIRECT{ UNDERGROUND UTILITIES DIRECTION OF: _,. _ _. PRIVATE ENGINEERING NOTE - M o R s E 79-799 old Avenue 52 IN THE CITY OF LA QUIN`TA STATE OF A IF O�ESS� Cr L ORNIA M ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR QR 4. DATE: y 0 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY � . La mt ' p �9 Qu a, CA 92253 O OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED . ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTIONti `( C. CONTRACTOR WILL BE �, DOKICW TRACT"j Q! THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING - 4- ��' �/ F ® ��✓• ���✓� REQUIRED TO ASSUME SOLE ';AND COMPLETE RESPONSIBILITY FOR JOB SITE `� O � - . ,� ,, SHT. 0 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES CONDITION DURING E COURSE OR CONSTRUCTION EXP. DATE 9 3G 05 _..�,__. S D N THE RUCTION OF THE PROJECT. � co, �n -- ! � • - Voice: p M TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS .. r^ LESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS. AND PROPERTY; THAT THIS REQUIREMENT No. 20596 - Q c� rn 5I1�N DRIVE SrrW rJITZ • us � � FAX: 7b0.771-4fl7 .. RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY A ^� � ND NOT BE LIMITED TO NORMAL � Ex . 9-30-05 .� 4 P > REPORTED TO THE UNDERSIGNED, O E EU I D NOT INDICATED TED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO GT �k P CJF SHTS: EXAMINED. RAT - L NED. THE CONTRACTOR C OR IS ON REQUIRED Z TO TAKE A Q E DUE PRECAUTION NNE R PRECAUTIONARY DEFEND. INDEMNIFY AND .HOLD DESIGN PROF Q- S E N G I N E E R CSSIONAL HARMLESS FROM � C( E 5 SURVEYORS WATER AT MEASURES T CT THE UTILITIES 9 VI � R IMPROVEMENT PLANS O PROTECT ILIT £S OR STRUCTURES SHOWN AND T .. . ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION .WITH THE K TI I 1 STRUCTURES BEN C U L T ES OR STR C FOUND AT W M A U THE SITE. IT SHALL BE CONTRACT L R K. Pi? 103 3 7O ORS .PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING CA $ FO. 1 1 4 O.�.I.P. FILLED W Cr1NC• IN 5 S SCALE: SEE ABOVE / / �- . MARK STA R NL EVISIONS E C. MO P S , NOTIFY R DA RESPONSIBILITY TON FY TWE OWNE RS OF THE UTILITIES OR STRUCTURES O.D.O URES FROM THE -SOLE NEGLIGENCE OF DESIGN PR f3GONG. COLLAR DN. 0:6 33O NORTH PROFESSIONAL. OF C:L. TNT. OF NE 1 4, ,SEC. 30 T. 5 S. R. 7 E. S.B.B.& M. , CONCERNED BEFORE STARTING WORK. R.C.E. 20596 WASHINGTON STREET do 52md AVENUE � 6.2 SOUTH OF PP DESIGNED BY: DRAWN BY. CHECKED BY. 9$92�D. ELEV. 540.110, DATE. NOV. 200 _ 3 CONTOUR DATUM TU IS SEA LEVEL PLUS 5 OD FEET TO AVOIO NEGATIVE NUMBE RS. FO R: JACK TARR W.O. N0.cc DEVELOPMENT CO 611 OO/IMPLANS/W-•01 MOM amam o Mwrsnr 1 amnamm mialm agg - Isammom min - -------- -'-41;Amiwm1 ILI" I mono m 1®j i—E HE Et 4 5 6 7 PLAN SCALE 8 9 l'-40' 1 0 STEEL CASING SEE PLAN FOR SIZE EXIST. t CMLq/CMC WATER MAIN 4:27 DIA. x 0.75" 1 (304.8MM) (1.06M X 19.05MM) PER CVWD DWG. No. 9478 (12.19M) (22.86M) WALL THICKNESS (4.57M)1575' 5 40) (1.52M) EXIST. HIGH PRESSURE 6*GAS MAIN ' (1 5.54M). 24" MAIN (1 52.4MM) 51' 3/8"WIDE STAINLESS (609.6MM) EXIST. GEN. TELE. TRUNK LINE C:1 4 (9.525MM) C? STEEL STRAP (2.09M) w rx tE 609 to, w 0 m EXIST. 2,C 4+13.77 :m x to S.D. (0.61 M) m 'D" ac C> W 4X13 REMOVE EXIST. 2,fXlEr REDUCER, m E2of to tr> >i to 10 C5 STEEL BEAM BETWEEN co CD — EXIST. 8" VCP SEWER PER 1ErX6, REDUCER AND Er B.O. ASSY. cz X x >< ca PIPE JOINTS 0 to x LH JOIN EXIST. 2,f D.I.P. W/24!X90- BEND CVWD DWG. No. 10073 %w r o- U! to UNDER DIRECT DISTRICT INSPECTION ++0 W Ew 04 CO C14 re) C4 n b X1 .0 ig 25 + + 1/4! x 1 It STEEL BAR m r w WELD BAR TO BEAM (TyP) (6.35MM X 123MM) EXIST. If ACP WATER MAIN PER CVWD DWG. No. 9763 01 50 a 1. NO "X ww CAM ALLOWED. N4951'11"E 540.00' 00 ' 0 0 1 Z-4 4 0 2. ALL JOINTS WOMN CkSM SiALL BE FULLY RMAW. 25" S I M 0 N DRIVE Io' I < 6* 7100 8+00 1 00 6+00 0 5+00 -14 I I -i -, tll 1 10+00 0 00C (1.52M X 4.57M X 3.6 > N I 5' X 15' X 12' DEEP STEEL CASING DETAIL lot C14 C 00-00, zs EXIST. A.C. PAVEMENT BORING PIT 0 te, EXCAVATE RECEIVING PIT N.T.S. S, C3 �o 0 000(� <> C Clio Cen 8 0()o Of- 5' X 10' X 12' DEEP C> V"I y C-1. 11000 ME to N" R�W 046 cr:"! C; N4951'l 1"E 498.68' 0- 'T 3+82.77 EXIST. 1 f ACP WATER MAIN 209 CL (4 8'4! � �l EXIST. 1f DIP WATER MAIN PER CVWD DWG. No. 9763 Lq 8 -j c, DECORATIVE PAVEMENT PER CVWD DWG. No. 23397 EXISTING 1,Cxlf CROSS ISIGNAL 0 POLE AND TO BE ABANDONED. �2) 24! B.V. I DIP WATER MAIN PUI-LBOX 2) it G.V. PER CVWD DWG. No. 30783 ca z CONSTRUCT 2491 (o.61 M) D.I,P. 72-j I WATERMAIN (POLYETHYLENE ENCASED C) w 7-2-50 1, P -040.0. DRAVVIN13 APPROVAL 1 0 9 9 1 - I - - '2' > (WITH RESTRAINED JOINTS) DATE 9 �; ". f co 6 Checked: CT 9 EER cc Recommend C: 0 F CMANE R 50846 No. C' SCALE 1"=40' Approved: GENERAL MANAbf R-CA& ENGINEER C.C. NO. 33486 GRAPHIC SCALE (1 6.76m) (24.38M) NVE �,',,APPR. '-Jlj\]GTC)N (4.57M) " 0. - 11 L WASI 15' 1 55" 40 0 20 40 so 1160 80, PARK IN MET 1 inch = 40 it. U. PREPARED UNDER THE DIRECTION OF: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE M 0 R S E IN THE 'CITY OF �.LA. -QUINTA, .STATE OF 79-799 Old Avenue 52 -'�CALIFORNIA Q) DATE: ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY I La Quinta, CA 92253 0 O C. OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED 'WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE D 0 K I C H TRACT NO. 30903 THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, 13Y ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SHT.—..� 0 EXP. DATE 9/30/05 Voice: 760-771-4013 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT c,0 No. 20596 rn S C H U L T Z FAX: 760-771-4073 SIMON DRIVE RESULTING 'FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL Exp. 9-30-05 01 2' 1 " REPO RTITI) TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THERECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO SHTS. Z EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM P L A N N E R S E N G I N E E R S SURVEYORS WATER IMPROVEMENT PLANS OF TO PROTECT THE UTILITII�S OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 10,41 M401cl UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING Of' CAL\� SCALE: SEE ABOVE BENCH MARK: PD-103-3-70 FD. 1 1/4! O.W.P. FILLEQ W/ CONC. IN 15" 0 MORE �tE— R.C.E. 20596 WASHINGTON STREET & 52nd AVENUE & 6.2' SOUTH OF PP# 98927D. ELEV. 540.110 CONCERNED BEFORE STARTING WORK. DESIGNED BY: DRAWN BY: CHECKED BY: L99 DATE: NOV., 2003 JACK TARR DEVELOPMENT CO. W.O. NO: v RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. MARK f REVISIONS APPR. C. O.D. CONIC. COLLAR DN. 0.6', 330' NORTH OF C.L. INT. OF NE 1/4, SEC. 30, T. 5 S., R. 7 E., S.B.B.& M. CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. 0 aC 611 00/IMPLANS/W-021 391M3 ALA,