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TC2015-0019See below for Finance Revenue Codes 44QJUJ6J V ENCROACHMENT PERMIT OF PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. DATE: 3/9/2015 LOCATION OF CONSTRUCTION (Street address or Description): THREE (3) LOCATIONS PURPOSE OF CONSTRUCTION: INSTALL ONE (1) CONCRETE PAD ON FRED WARING EAST OF PALM ROYALE DR AND TWO (2) BUS SHELTERS DESCRIPTION OF CONSTRUCTION: SUNLINE BUS SHELTERS DIMENSION OF INSTALLATION OR REMOVAL:4' X 13' TE TIME WHEN WORK WILL BEGIN:3/17/2015 TIME OF COMPLETION: 3/17/2015 ESTIMATED CONSTRUCTION COST:S4.000.00 (Including removal of all Obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and to pay for any additional replacement necessary as the result of this work. / ulationthity of and Signature of Applicant or Agent SUNLINE TRANSIT 32-505 HARRY OLIVER TRAIL THOUSAND PALMS, CA 92276 (760)343-3456 Name of Applicant (please print) Business Address Telephone No. ND CONSTRUCTION COMPANY INC 2201 E WINSTON RD SUITE M ANAHEIM, CA 92806 (949)498-1799 Name of Contractor and Job Foreman Business Address Telephone No. 779970 110713 Contractor's License No. City Business License No. COLONY 103 GL0008310-04 Applicant's Insurance Company Policy Number Finance Revenue Code TOTAL: $0.00 PERMIT NO: TC2015-0019 DATE ISSUED: 9.49 /5 EXPIRAT ON DAV-3 /fd "6 WORK INSPECTED BY*: PERMIT COMPLETION DATE*: *If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the CityCouncil. PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: Tract No: Project Name: vtc S Vicinity: urtou. La CQ4i'. Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.)_________________ Description of Construction (i.e.: See Plan Set No. 01234) __________ aX C! p P Pr cr&ry (A5 ke Ltr r Dimension of Installation or Removal: Approximate Construction Start Date: Approximate Construction Completion Date: -, 7 Estimated Construction Cost: $ A, 000 Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back-filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name:.6 c. r'% Name of ApplicantlOwñer: - Applicant Address: Applicant Telephone Number: Applicant E-mail Address: - Phone Number: Name of Contractor: Contractor Address: Contractor Telephone Number: 'T.49 -4 Contractor State License Number: '77 jcj Contractor City Business License Number: U'7 13 Contractor E-mail Address: . . A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED I p,Jcaqt or Contractor General Liability Insurance Company: Applicanfor C&1'tractor General Liability Insurance Policy Number: l GL OOI-OLt Office Use Only: Office Use Only: Inspection Fee: Assigned Permit Number: "7(.2..b Is, DO I Permit Fee: Approval Date: As-Built Deposit: Dust Control Deposit: Credit Amount: TOTAL FEE DUE: Expiration Date: Issue Date: Administrative Authority: City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number TC20IS-0019 The followlna shall always aoolv: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK-LAYING CONSTRUCTION EQUIPMENT: Cleated track-laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother-faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber-tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or If the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2°) of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used Immediately after backfill. DE-WATER OPERTATIONS: If de-watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall amply when indicated: RI NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) In advance of starting construction. Z R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. Z R3 . UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. D 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 ( ) aggregate sub-base course having an "R° value of not less than ( ** N/A ** ) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. 0 R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (34°) 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. D 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. 0 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 14) of A.C. paving on ( ) of class ( N/A) aggregate base. 0 R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600') in all directions shall be assured and maintained at all times. RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturers specifications. City of La Quinta 0 RI I 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. 0 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. 0 RI 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. 0 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. El R16 BACKFILL SAND: Backfill shall be approved transit-mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. 0 R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. 0 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 (I) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub-grade. The SC-800 temporary paving shall be placed after a maximum of three-thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two Inches (2") of SC-800 shall be placed immediately. A permanent patch of ( ** N/A ** ) inches of A.0 surfacing placed on a (" N/A" ) inch ("N/A ** ) aggregate base shall be placed no later than (" N/A ** ) days after completion of temporary road repair. Rfl 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. 0 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 interferenceor 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. PERMIT NO. TC2015-0019 SunLine Transit Agency / Install Concrete Pad and Two Bus Shelters / 3 Locations; Fred Waring Dr E of Palm Royale, Calle Sinaloa E of Avenida Villa, and Calle Sinaloa E of Avenida Mendoza In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. The permittee shall submit inspection requets by èalling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. SunLine Transit Agency and ND Construction Company, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. The permittee shall be responsible for the maintenance of all improvements related to the bus stop/ bus shelter, i.e. signage, red curb, any paint work, bench, trash receptacles, and cement pads, etc. 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 may be "at risk" 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. This permit or copy of it shall be on the work site for inspection during the actual work performed. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 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 peiformed only during the following time periods: October 1St to April 30: Monday-Friday 7:00 a.m. to 5:30 pin. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday-Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane Street) before 8:00 a.m. The permittee shall construct ADA compliant pathways leading to areas for use of public transportation systems. Special Conditions Page 1 of 4 PERMIT NO. TC2015-0019 SunLine Transit Agency / Install Concrete Pad and Two Bus Shelters / 3 Locations; Fred Waring Dr E of Palm Royale, Calle Sinaloa E of Avenida Villa, and Calle Sinaloa E of Avenida Mendoza 10. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Division' at (760) 777-7070 if signal operation at the intersection is to be altered in any way. 11. 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: General Liability Insurance Company and Policy Number City Business License Contractors State License Number 12. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 13. 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. 14. 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. 15. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. Special Conditions Page 2 of 4 PERMIT NO. TC2015-0019 SunLine Transit Agency / Install Concrete Pad and Two Bus Shelters / 3 Locations; Fred Waring Dr E of Palm Royale, Calle Sinaloa E of Avenida Villa, and Calle Sinaloa E of Avenida Mendoza Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee' s responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, ADA. 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. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights-of-way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittée' s responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random 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 Civil Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the 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. All excavations within City of La Quinta right-of-way shall be backfihled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfihled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. Special Conditions Page 3 of 4 PERMIT NO. TC2015-0019 SunLine Transit Agency / Install Concrete Pad and Two Bus Shelters / 3 Locations; Fred Waring Dr E of Palm Royale, Calle Sinaloa E of Avenida Villa, and Calle Sinaloa E of Avenida Mendoza The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Civil Engineer) of the private landowner whom is being encroached upon. All landscaping, irrigation, decorative rock, decorative concrete, lighting, and sidewalk, etc., shall be replaced to its original condition. Access and egress to all local properties shall be maintained at all times. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: Asphalt demo or placement is not within the scope of.work of this permit. 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. 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 naterials and/or equipment. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 4 of 4 TO ACCOMPANY PLANS DATED ADVANCE WARNING SIGN - :DISTANCE;--:E TABLE A - SEE TABLE I SEE TABU 2_______ . ;—. • • -;--. - 0 W20-I C20(CA)R SEE NOTES I SEE NOTES 1 AND AND 10 ~9 CONE SPACING X SEE TABLE I >0 SEE 64-2R SEE NOTES I AND IC >' NOTES 6 AND B C30(CA) SEE NOTE 9 TYPICAL LANE CLOSURE SEE TABLE 3 NOTE 620-2 SEE NOTE 2 NOTES: See Revised Standard Plan RSP TB for tables. Use cons spacing X for taper segment, Y for tangent Segment or 2 for conflict situatIons, as opprarlote. per Table 1, unless x, Y. or 2 cane spacing Is shown on this sheet. Unless otherwise specified in the special provisions, all temporary warning signs shall have block legend an fluorescent orange background. California codes are designated by (CA). Otherwise, Federal (MUTCO) codes are shown. NOTES: I. Each advance warning sign sTAN I be equipped with at least two flags for doZtIme closure. Each flag shall be at least 16" x 16 in size and shall be orange or fluorescent red-orange In color. Flashing beacons shall be placed at the locations indicated for lane closure daring hours of darkness. A 620-2 "END ROAD WORK" sign, as appropriate, shall be placed at the and of the lone closure unless the and of work area is obvious, or ends within a larger project's limits. If tie W20-1 sign would follow within 2000' of a stationary 520-1 or 620-I "ROAD WORK NEXT MILES", use a C20(CA) sign for the first advance warning sign. All cones used for lone closures during the hours of darkness spell be fitted with retroreflective bands (or sleeves) as specified In the specifications. S. Portable delineators, placed at one-half the spoclng Indicated for traffic cones, may be used instead Of cones for daytime closures only, G. Flashing arrow sign shall be either Type I or Type I. 7. For approach speeds over SO mph, use the "Traffic Control System for Lone Closure On Freeways And Expressways" plan for lone closure details and requirements. S. A minimum 1500' of eight distance shall be provided where possible for vehicles approaching the first flashing arrow sign. Lone closures Shall not begin at the top of crest vertical curve or on a horizontal curve. Place a C30(CA) sign every 2000' throughout length of lane closure. Median lane closures shall conform to the details OS Shown except that CZOICA)L and 54-21. signs shall be used. II. At least one person shall be assigned to provide full time maintenance of traffic control devices for lane closure unless, otherwise directed by the Engineer. LEGEND SIGN PANEL SIZE (Mm) • TRAFFIC CONE E] 46" x 48" (] 36" x 10" 0 TRAFFIC CONE (OPTIONAL TAPER) Q 30" x 30" TEMPORARY TRAFFIC CONTROL 51611 FLASHING ARROW SIGN WAS) see FAS SUPPORT OR TRAILER PORTABLE FLASHING BEACON STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON MULTILANE CONVENTIONAL HIGHWAYS NO SCALE RSP TI 1 DATED APRIL iS, 2013 SUPERSEDES STANDARD PLAN TI I DATED MAY 20, 2011 - PAGE 239 Of THE STANDARD PLANS BOOK DATED 2010. REVISED STANDARD PLAN RSP Til L TABLE 2 LONGITUDINAL BUFFER SPACE AND FLAGGER STATION SPACING SPEED ' min 0" DOWNGRADE Mtn D -3X -AX -9X mph ft ft ft ft 20 115 116 120 126 25 155 158 *65 173 30 200 205 215 227 35 250 257 271 287 40 305 315 333 354 45 360 378 400 427 50 425 446 474 507 55 495 520 553 553 60 570 598 638 686 65 645 682 728 785 70 730 77* 825 891 A - Speed is posted speed limit, off-peak With percentile speed prior to work starting, or the anticipated operating speed in mph IA - Longitudinal buffer space or flogger station spacing sew - Use on sustained downgrade steeper then -3 percent and longer then I mile. TABLE 3 ADVANCE WARNING SIGN SPACING ROAD TYPE DISTANCE BETWEEN SIGNS' A B C ft ft ft URBAN - 25 mph OR LESS 100 *00 *00 URBAN - MORE THAN 25 mph TO 40 mph 250 250 250 URBAN - MORE THAN 40 mph 350 350 350 RURAL 500 500 500 EXPRESSWAY / FREEWAY 1000 1500 2640 I - The distances are approximate, are intended for guidance purposes only, and should be applied with engineering judgment. These distances sfmuld be adjusted by the Engineer for field conditions, If necessary, by increasing or decreasing the recommmendsd distances. TO ACCOMPANY PLANS DATED TABLE 1 TAPER LENGTH CRITERIA AND CHANNELIZING DEVICE SPACING SPEED (S) MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET *2 FEET (W) MAXIMUM CHANNELIZING DEVICE SPACING X Y Z" TANGENT MERGING SHIFTING SHOULDER TAPER TANGENT CONFLICT mph ft ft ft ft ft ft ft 20 160 80 40 27 20 40 10 25 250 125 63 42 25 50 12 30 360 *80 90 - 60 30 60 15 35 490 245 123 82 35 1 70 17 40 640 320 160 107 40 80 20 45 1080 540 270 180 45 90 22 50 1200 600 300 200 50 100 25 55 1320 660 330 220 55 1*0 27 60 1440 720 360 240 60 1 20 30 65 1560 780 390 260 65 130 1 32 70 *680 840 420 260 70 140 35 A - For other offsets. use the following merging toper length formula for LI For speed of 40 mph or less, L = WS2 /60 For speed of 45 mph or more, I. IS Where: L Taper length in fist I • Width of affect in feet S Pasted speed limit, off-peak 85th-percentile speed prior to work starting, or the anticipated operating speed in mph WA - Use for taper and tangent sections where there are no pavement markings or where there is a conflict between existing pavement markings and chennel izers (CA). STATE Of CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM TABLES FOR LANE AND RAMP CLOSURES NO SCALE RSP 19 DATED JILT IS 2013 SUPERSEDES RSP 79 DATED APRIL 19, 2013 THAT SIPPLEMEN'IS THE STANDARD PLANS BOOK DATED 2010. REVISED STANDARD PLAN RSP T9 sbiiiJ* I Ill/HEN/I .4I1 1rUY SITE PLAN N CALLE SINALOA W °*- E L LA QUINTA I H EX BENCHQ ®NEW SHELTER /' /)EX TRASH \ NEW TRASH /RECEPTACLE - T -Lr z ,rj# I 2 "' - '• - "L I EXS/W(TYP) I A ---mIz ID w Iz UJ CALLE SINALOA NOTES: E LOCA1ON OF EXISYNG UNDERGROUND UTILITIES ARE APPROXIMATE & PLO1{ED FROM FIELD OBSERVATIONS, CONTRACTOR SHALL VERIFY LOCATION CC A_L UTILITIES PRIOR TO EXCAVADONS. EX S/W TO LX CURB REMAIN ;-EX GRADE -: -CX ROADWAY 2 AVEMENT SECTION A -A NTS LEGEND: NEW SHELTER LOCATION (9 NON-AD) NEW TRASH RECEPTACLE LOCATION ON 2 X 2' PRECAST SLAB EXIS7I4G BUS STOP SIGN EXISTING BUS STOP BENCH EXISTING TRASH RECEPTACLE CONSTRUCTION NOTES: 01 TO BE REMOVED BY SUNJNE (AS INDICATED) © FO BE REMOVED BY CONTRACTOR (AS INDICATED) ® PROTECT (AS INDICATED) ® TO BE INSTALLED BY SUNLINE (AS INDICATED) BUS STOP NO. 707 So,, Dioyo. CC 921114 (618) OIII- 28110 (510) 0111--23S2 fo, LA QUINTA Ift4iVh'll 1181 V81 SITE PLAN CALLE SINALOA w Lu o NOTES: 1. LOCH HON OF EXISTING UNDERGROUND UTILiTIES ARE APPROXIMATE & PLOTTED HUM HELD DHSFIHVATICNS. COHRACTDR THAI _ VERII Y LOCATION CE ALL UTILITIES PRIOR TO EXCAVATIONS. EX s/W TO EX CURB REMAIN EX GRADE &GW = J '-EX ROADWAY PAVEMENT SECTiON -A NTS NEW SHELTER LOCATION (9 NON-AD) BUS STOP NO. 705 NEW TRASH RECEPTACLE LOCATION - - - ON 2' X 2' PRECAST SLAB EXISTING BUS STOP SIGN EXISTING BUS STOP BENCH EXIS TI NG TRASH RECEPTACLE () CONSTRUCTION_NOTES: Cl) TO BE REMOVED BY SUNLINE (AS INDICATED) ® TO BE REMOVED BY CONTRACTOR AS NDICATED) ® PROTECT (AS INDICATED) ® TO BE INSTALLED BY SUNLINE (AS INDICATED) S CA 929.9 (69) 96- -)A0') (A -A) -m--2Y2 20 tO 0 20 40 90 SCALE: 120' LEGEND RON I . ' -. •I PROPOSED SIDEWALK EXISTING SIDEWALK ABBREV1A11ONS ENTE A LI? F En: ct = EU 15715 C JT=.JOINT R/W=RIOHT OF WHY TC=TDP OF CURD PROP-PROP ROP.= PROPOSED JOIN TO Exist GRADE RESTORE LANDSCAPING AND IRRIGATION IN KIND CURD AND GUTTER SECTION A-A NO SCALE CONSTRUCTION NOTES AND ESTIMATE OF OVA WTTIIES ITEM DESCRIPTION J UNITI QUANTITY (1) PROTECT IN PLATE (ITEM PER PLAN) -- - IREk*JRE ITEM PER PLAN -- -- () REMOVE EXISTING SIDEWALK Sr - 300 ADJUST PILL BOX TO GRADE CA CONSTRUCT SIDEWALK PER CITY OF LA LEJINTA SOD. 200, Dy' 470 240, AND 241; 2% MAXIMUM CR050-th,.DF'E, WIDTH PER PLANS IN THE CITY OF LA QUINTA FRED WARING DRIVE AND PALM ROYALE DRIVE TEMPORARY BUS STOP .4 PROJECT SITE I Th OARBr' RD tv .0 I Lij I O LU FRED WARING DRIVE - - PC I I 1. 200 TEMPORARY BUS STOP 1LANDSCAPE CURE MILES AVE LU rA RfW ad VICINITY NO SCALE CURB AND GUTTER 2 BUSH, CAP DRIP IRRIGATION LINE 5 AT MANIFOLD FRED WARING DRIVE MATCH PROP. SIDEWALK TO Exist TC 26+00 1 2700 J_I 28+00 29+00 GENERAL NOTES All cork shall be done in accordance with the latest ed:tion of the STANDARD PLANS OF THE CITY OF LAQUINTA and the blest edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. it cAvIl be the responsibility of the contractor to apply to the City of Lx Suinto Public Works Deportment for the necessary permits and to be responsible for satisfactory oonnpl!once for all current eneronmyrtal regulations during the We of nonstruotion aotiorties for the project. Additional studies and/or permits may be required. The contractor shall obtain of permits as required by the City of La Ouintx or other governing The contractor shall ratify the City of La Quints Public Works Department forty-night(48) hours prior to any gnoding, brushing, on clearing and each phase at construction of (760) 777-1048. 5 The locotions of existing underground utilities are shown in on approximate way only. The contractor shsll determine the exact location at all existing utilities before commencing work. The contractor agrees tn be ully responsible for any and all damages which might be occasioned by his failure to exactly locate fond preserve any and all utilities. The contractor shaft be responsible tan the removal, replacement, on relocation of all regulatory. warning and guide signs. The City Engineer shall approve the design and installation of all street name signs, traffic control siges, traffic sTriping, legends, and pavement markers type and locative S the contractor shall not disturb existing sunny monuments on bench monks noted or the plans, on found during construction. Removal and replacement shalt be done by n registered Civil Engineer with an R.C.E. SOMBER BELOW 33,966, or a LICENSED 13010 SURVEYOR ONLY. 9 Construction operations and maintenance of equipment within one halt mite of human occupancy oboll be performed only dyeing the time periods as follows: October 1st to April 30th: Monday through Friday 7:00AM to 5:30PM May tsf to September 30th: Monday through Friday 6:00AM to 7:00PM Work shull be prohibited any time on Sundays or on Federal Holidays. No reduction of the traveled way width shalt be permitted an any City street or weekends or hol:days, or when active work is not being done, unless prior authorization to do so is granted by the City Engineer. No lane closures shall be permitted or allowed an any City street before 8:308M and after 3:30PM unless authorization to do so is gnarled by the City Engineer. '0. All traveled ways must be cleaned daily of all dirt, mud and debris deposited an them as a result of the operations. Clearing is to be done to the satisfxctias 01 the City Engineer. 11 All construction areas stroll be property pasted and lighted in conformance with the California State Manual of Warning Signs, Lights, and Devices for use in the performance of work upon highways in order to eliminate any hazards. ID. Construction projects disturbing more than 1-Pore must obtain a tlxlioed Pollutant Discharge Elimination System (NPDES) Permit. Owrers/Deoelopers are required to: a) file a onlIne at intent (001) with the State Water Resources Control Board )SWRCA); b) prepare a Storm Water Pollution Prevention Ran (OWPPP); and n) have a Monitoring Plan for the site. The NPDFS is a Notional Pro grxm to control non-point source pollutants carried by storm water. The program in irrplrmnrtnd and enforced by the 549C1 PAVING NOTES bet closures ond detours shall be poctnd, delineated, and lighted in conform once a:th the Cnitrons Manual at Traffic Controls for Construction and Maintenance Work Zones and any additional requi rements deemed necessary by the Ci ty Engineer. Concrete construction stall conform with Section 201 Concrete ManIac, and Aelatsd Material' and Section 303, flonnrete and Masonry Constroctron'. of the Standard Specifications and these Special Prnvrnons. Mix design required: Fourteen (14) days prior to commencement of paving operations, the contractor shall submit for City approval, a complete proposed mis design identifying the mis characteristics such as aggregate gradations, voids in mineral aggregote (AMA). air voids. and S-Value for various Oil contents or each mia. the cement to be used on tumisned shot be Type Portland Cement caatoenlrg to ASTU 050, unlena otherwise spenified. Curkg nonrryoued sNaIl be type 2-dew ton dl concede and snail be applied at the role 01 one gallon pm 50 square lent. Curing compound must Be applied to dl nanreete nvetxses at the applicator rate required A Section 201-4 of She Standard Specincatbew. Prypanoriwn at eaisrkrg satire subgnade in oreas where portland oweert concrete irnyraverneet will be constructed slrst conform with Section 301-1, 'Subypode PeyporotionT at the Standard Spestratons, 5. New improvements that join existing improvements shall join on match in a manner satisfactory to the City Engineer. Construction operations required Is achieve a sate, durable, aesthetically pleasing transition between the new and costing Improvements may include saw nutting, removal, replacement, napping, and/or cold planning, an needed All put bases, monholes, water meter boxes, adse bases and other ut6t1e5 Indicated an the plans shall be odpisted to the proposed haiR, grade and approved by the City prior to the placement at nonnarte,, U11Lffl' NO11FICA11ONS THE EXISTENCE ONE lOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN (MAIN LINES - NO LATERALS OR SERViCES SHOWN) ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE RECORDS AND WE APPROXIMATED. NEITHER THE OWNER OR THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE CONTRACTOR OhtLt, DETERMINE THE DEPTH AND LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO TRENCHING AND SHALL 00 REQUIRED TO TARE ALL PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN PRO/OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THE PLANS. CALL UNDERGROUND SERVICE ALERT (USA) 1-000-221-2100 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION. CONTRACTOR O1I,sLL TARE ALL NECESSARY PRECAUTIONS TO SUPPORT AND PROTECT IN PLACE ALL EXISTING I101UTILS PARALLEL TO THE PROPOSED SEWER LINE. EXISTING UTILITIES (WATER. TELEPHONE. CAS AND ETC.) SHALL REMAIN IN OPERATION AT ALL ORES UNLESS APPROVED IN WRITING BY APPROPRIATE ShUT? COMPANY. THE CONTRACTOR IS REQUIRED TO 6000 OAF EXISTING UTILITY COMPANIES IN THE AREA BEFORE THE START OF ANY WORK. THE UTILITIES IN THE AREA ARE: WATER/SEWER COACRELLA VALLEY WATER DISTRICT (760) 398 -2651 ELECTRICITY IMPERIAL IRRIGATION DISTRICT (760) 398-5854 GAS . THE GAS COMPANY (160) 321-4534 TELEPHONE VERIZON (760) 864-1715 CABLE TELEVISION TIME WARNER CABLE (760) 340-1312 TO THE LOW! DIAL BEFORE YOU DIG" BASIS OF BEAR I NG IN THE CITY OF LA 0I Otcios: corn ST INTIL KLOW AGENCY IS NOTIRED OF FRED 'APING DRIVE. TAKEN AS t489'35' O"E PER H10 IORK 51— BE E- ON THIS IT E BASISOT BCARN FOR THIS PLANO TH E CEN"ER NE inca9 —iI 68-955 AdeJ;na Road eemg Cathed ral City, CV 214 FRED WARI NG DR AND PALM ROYALE DR Pl REFERENCE LN APRIL 2Q14 Und iqi sod wi Ye Pert ___________________________________________________________________ PARCEL OF INTENPON TO OWE OR EXCAVATE, A6NF 6EASNAS0OH A BOOK 210 AT NO. NOV. ~'Is con curator (fox) 5344 TEMPORARY BUS STOP LN 2014 S I - SE 5° 5 .5 E,vOflUItDfl Cal. .OLL FREE ________________________________________________ BENCH MARK: O —ly fli Iflf sr cc",', 'ta PLAN VIEW UN SHEET 1 1 —800 _________________________________________________________________________ N/A cL UL . . :..'' P PARED UNDER THE SUPERVISION OF: OF _OCA / SHEETS U/7-260G o cont or vo 0 IC 1 CicOOandz lUk#U001 4? 014 TOW'SHIP A ! 20 1 wuou:n',Iomrc'usc TATE SUNLINE TRANS AGENCY [V I : 3 1212/5'/11 °