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13057�¢• See below for Finance Revenue Codes Quieo � S ENCROACHMENT PERMIT. OF PUBLIC WORKS CONSTRUCTION Tom' 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: 5/22/2013 LOCATION OF CONSTRUCTION: PURPOSE OF CONSTRUCTION FILE COPY Subdivision Improvement Permit - Class III !' Minor Improvement Permit - Class IV SunLine Transit Agency; Washington St North of Ave 50 Install Concrete Pad for Existing Bus Stop #871 DESCRIPTION OF CONSTRUCTION: See Attached Exhibits DIMENSION OF INSTALLATION OR REMOVAL: 4.6'x 15' J APPROXIMATE TIME WHEN WORK WILL BEGIN: 5/21/2013 ESTIMATED CONSTRUCTION COST: $3.000 TIME OF COMPLETION: 6/21/2013 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS THIS PERMIT IS FOR THE CONCRETE PAD ONLY. THE PROPOSED BUS SHELTER WILL BE APPROVED & PERMITTED SEPARATELY 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 occuring 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 ru /'f g tion the City of La Quinta and to pay for any additional replacement necessary as the result of this work. � A ND Electrical Construction - Mike Martin Name of Applicant ND Electrical Construction of Applicant or Agent 2201 E. Winston Rd, Suite M, Anaheim, CA 92806 Business Address 2201 E. Winston Rd. Suite M. Anaheim_ CA 92806 Name of Contractor and Job Foreman Business Address _779970 Contractor's License Number Colony Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee EE=1 $0.00 Permit Fee E_1 $0.00 j As -Built Deposit E-A 0.00 � Cash Deposit -Surety Bond, E_B $0.00 j if required TOTAL Ii.00 (714) 337-5224 / (949) 498-1799 Telephone No (949)498-1799 Telephone No. 110713 City Business License, No GL952190 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 1.3057 DATE ISSUED: EXPI , OpTE:�_�LUV� 20/ BY: �/�� WORK INSPECTED BY*: PERMIT COMPLETION DATE•: If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. tact No: R Project Narhe: 'icinity:._,� a 1 Purpose of Construction (i.e.: ough Grading, Offsite Street, etc) N ¢ !'OEM Desc iption of Construction (i.e.: See Plan Set .0123 N " Removal: is Approximate Construction Start Dater , Approkimate Constructions Completion,Date: Estimated Construction Cost: $„,, �1,, , ; ,LEMISMa Estimated Construction Cost shall include the removal of all obs ctions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements . .. �. ; W fi .. Contact Name: u hone Number: b 1A Name of Applicant/Ownerik �_� . a. ► '3�� ks Applicant Address.�`._����;���� Applicant Telephone Number 1NEWApplicant E-mail Address: �: a���Or1n ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED A plicant or Contractor GeneralLiability Insurance Company: - , A licant or ontractor General Liability Insurance Policy.Number: Office Use Only: Office Use Only: Inspection Fee: Assigned Permit Number: I C Permit Fee:Approval, Date: / As -Built Expiration Deposit: Date: ” Dust Control Issue Deposit: Date: Credit Amount: Administrative Authority:. TOTAL FEE DUE: rive ec Is s — Forms F, Applical:696A'pplication for Rprmit pose - - Amy Yu. From:. Anita M. Petke <apetke@sunline.org> Sent: Thursday, May 23, 2013 2:24 PM To: Amy Yu Cc: Joe Forgiarini; mike@ndoutdo.or.com; Ed Wimmer, Nick Martin (nick@ndcompanies.com) Subject: RE: Bus Stop 847 Hi Amy, Please be aware that ND Electric will not be performing any work at bus stop#847 located on Highway 1.11 at Dune Palms Road as this time. If we should decide to perform any future improvements at this stop location, SunLine will make sure to coordinate with the adjacent property owner: Thank you so much, Anita M. Petke Transit Planning Assistant SunLine Transit Agency 32-505 Harry Oliver Trail Thousand Palms, CA 92276 (0) 760-343-3456, ext. 190 (C) 760-250-9597 (F) 760-343-0576 apetke@Aunline. org www. sunline. ori This e-mail message, which includes any attachments, may contain information that is privileged, confidential or proprietary. If you are not the intended recipient(s), or the employee or agent responsible for delivery of this message to the intended recipient(s), you are hereby notified that any use, copy, distribution, or disclosure of this message is prohibited. If you have received this message in error, please immediately notify apetke&unline. or -a and delete the message from your computer. From: Amy Yu [mailto:Ayu(a)la-quinta.org] Sent: Thursday, May 23, 2013 1:45 PM To: Anita M. Petke Cc: mike(a)ndoutdoor.com; Ed Wimmer Subject: Bus Stop 847 Hi Anita, Please notify the property management company or association on the proposed work to remove 3 plants and. install the cement pad in the landscaped area for bus stop #847. Thank you. Amy Yu City of La Quinta Public Works (760) 777-7047 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 13057 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® 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 (** N/A **) of class (" N/A *" ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon -completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting -shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ❑ R16 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent- repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of 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. ❑ 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. PERMIT NO. 13057 SunLine Transit Agency / Install Concrete Pad for Existing Bus Stop #871 / Washington St N of Ave 50 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. 2. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 3. SunLine Transit Agency and ND Electrical Construction (Mike Martin), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. This permit is to install the concrete pad for the existing bus stops ONLY. The proposed bus shelter will be reviewed and permitted separately. 5. The permittee shall be responsible for the maintenance of all improvements related to the bus stop, i.e. signage, red curb, any paint work, bench, trash receptacles, and cement pads, etc. 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 may be "at risk" for further modifications as it relates to any follow I p improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 7. This permit or copy of it shall be on the work site for inspection during the actual work performed. 8. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 9. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 530 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 1 of 4 PERMIT NO. 13057 SunLine Transit Agency / Install Concrete Pad for Existing Bus Stop #871 / Washington St N of Ave 50 10. 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 land owner whom is being encroached upon. 11. All landscaping, irrigation, decorative rock, decorative concrete, lighting, and sidewalk, etc., shall be replaced to its original condition. 12. The permittee shall construct ADA compliant pathways leading to areas for use of public transportation systems. 13. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 14. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 15. The 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. 16. 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. 13057 SunLine Transit Agency / Install Concrete Pad for Existing Bus Stop #871 / Washington St N of Ave 50 17. 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. 18. 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. 19. 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. 20. 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. 21. 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. 22. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights-of-way shall conform with Section 306-1.3. of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. 23. 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. Special Conditions Page 3 of 4 PERMIT NO. 13057 SunLine Transit Agency / Install Concrete Pad for Existing Bus Stop #871 % Washington St N of Ave 50 24. 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. 25. 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. 26. Access and egress to all local properties shall be maintained at all times. 27. 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 thanseven (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. 28. 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. 29. 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. 30. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 31. 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. 32. 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 LA QUINTA (1 EX TRASH (TYP) A O1 EX BENCH (TYP) O1 EX SIGN (TYP) O3 EX PP (NP) 1 DIRT ui -, v SH4 Bei !BANS// AB(NCi SITE PLAN _\A. 50 z 9 -o e o 0. 5• 10 SCALE: I• - 10' NOTES• LEGEND: BUS STOP NO. \ 871 1. LOCATION OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE & PLOTTED FROM FIELD OBSERVATIONS. CONTRACTOR SHALL VERIFY LOCATION 6" THICK CONC SLAB (2,500 PSI CONCRETE, OF ALL UTILITIES PRIOR TO EXCAVATIONS. MED. BROOM FINISH) 2. PRIVAT� IRRIGATION LINES TO BE MODIFIED TO ROUTE AROUND THE NEW CONC. SLAB SHALL BE DONE USING MATERIALS OF EQUAL OR GREATERt',r QUALITY. IRRIGATION HEADS SHALL BE PROVIDE, AS NEEDED, USING SAME BRAND & TYPE TO MAINTAIN ORIGINAL COVERAGE. 6" WIDE CONCRETE CURB (VARIABLE HEIGHT) o G f�7 S peof 3. PROVIDE WEAKENED PLANE (CRACK CONTROL) JOINTS IN CONCRETE AT SPACING AND ALIGNMENT OF EXISTING SIDEWALK JOINTS. yEw curl tro 1 nPATIMI r 5.5' 4.5' 4. PROVIDE EXPANSION JOINTS WHERE SHOWN (EJ). L_ rj'fFELTE/'Z o � EXISTING BUS STOP SIGN EX 5/.�y TO �jE�/I( EXISTING BUS STOP BENCH ``` _ ^'-� 00 =T4 OF EX CURB REMAIN 12" DEEP DEEPEND EXIST TRASH RECEPTACLE 15X ��P(L(p�/A(r f & GUTTER JOIN EX S/W FOOTING AROUND 3 SIDES CONSTRUCTION NOTES: FLUSH EX GRADE pFi�all�T Qi REMOVE (AS INDICATED) -r- ' RELOCATE (AS INDICATED) 12" MIN Q PROTECT (AS INDICATED) — _ — -� 6"THICK � -- ----- CONC SLAB - �6" ®MODIFY IRRIGATION LINE AROUND NEW CONC. SLAB EX ROADWAY SCARIFY & RECOMPACT QS RECONSTRUCT BACK OF SIDEWALK TO ORIGINAL LOCATION P S O M A S PAVEMENT 6" OF SUBGRADE TO 90% © LOWER IRRIGATION LINE 3111 C=Ino Dal SECTION A -A Di REPLACE LAWN REMOVED 59" Dlepo.CA 92108 lh, $ Ila Boz NTS (819) 981-2800 (819) 981-2382 1a. mm— - SAY— 4:3— 9v :: -x - s e w1s -11 euMM11 :: 9>M ADVANCE WARNING SIGN L ' DISTANCE SEE TABLE 3 SEE TLABLE 1 SEE TABLE 2 C8 A • • •LC • • • • • • • • • • • • 11'ORk AREA O p G NE SPACING SEE TABLE 1 < ROAD WORK �iF— SEE NOTES 6 AND 8 MEAD . A C3O(CA) W20-1 C20(CA)R W4 -2R SEE NOTE 9 SEE NOTES 1 SEE NOTES 1 AEE NOTES , TYPICAL LANE CLOSURE AND 3 AND 10 AND 10 NOTES: 1. Each advance warning sign shall be equipped with 6. Floehinq arrow sign shall be either Type I or Type D. Of least two flags for-daztime closure. Each flog shall be at least 16" x 16 In size and shall .7. For ro appach speeds over 50 mph, use the be orange or fluorescent red -orange In color Traffic Control System' for Lane Closure On Flashing beacons shall be placed at +fie locations Freeways And Expressways' plan for lone closure Indicated for Ione closure during hours of darkness. details and requirements. 2. A C20-2 "END ROAD WORK" sign, as appropriate, shall be placed at the end of the lane closure 'B. A minimum 1500' of eight distance sholI be provided where possible for vehicles .approaching the first unless the end of work area le obvious, or ends flashing arrow sign. Lane closures shall notbegin of within a larger project's limits.. the top of crest vertical curve or on a horizontal 3. If the W20-1 sign would follow within 2000' of curve. a stationary W20-1 or G20-1 "ROAD WORK NEXT 9. place o C30(CA) sign every 2000' throughout length MILES", use a C201CA) sign for the first of lane Closure. advance corning sign. 10. Median lane closures shall conform to the details 4. All cones used for lane closures during the as shorn except +not C20(CA)L and W4 -2L signs sholl be used. .hours of darkness shall be fitted with retroreflec+ive bands (or $leaves) as specified in the epecificotions. 11. At least oneperson'6nall be assigned to provide 5. Portable delineators, placed of one-holf the spacing 'full time mot ntenance of traffic control devices for lane closure unless, otherwise directed by Indicated for traffic cones, may be used Instead of the Engineer. cones for daytime closures only: TO ACCOMPANY PLANS DATED b 00' 500' SEE TABLE 3 NOTE ❑ B C20-2 SEE NOTE 2 NOTES: See Revised Standard Plan RSP T9 for tables. Use cone sppaacing % for toper segment, Y for tangent segment or Z for conflict situations, as approrlate, per Table 1, unless %, Y, or Z cone epocIng is shown on this sheet. Unless otherwise specified In the special provielons, all temporary warning signs ,shall have black legend on fluorescent orange background. California codes are designated by (CA). Otherwise, Federal (MUTCD) codes ore shown. LEGEND SIGN PANEL SIZE (Min) • TRAFFIC CONE ❑A 48" x 48" O TRAFFIC CONE (OPTIONAL TAPER) Q 36" x 18" h © 30" x 30" TEMPORARY TRAFFIC CONTROL SIGN ® FLASHING ARROW SIGN (FAS) dee 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 T11 DATED APRIL 19, 2013 SUPERSEDES STANDARD PLAN T11 DATED MAY 20, 2011 - PAGE 239 OF THE STANDARD PLANS BOOK DATED 2010. REVISED STANDARD PLAN RSP T11 too Zi TABLE 1 TABLE 2 LONGITUDINAL BUFFER SPACE AND FLAGGER STATION SPACING DOWNGRADE Min D *** SPEED* Nin_ - • 3X 6X 9X. 65 1560 780 390 260 65 130 32 71 730 -771 825 891 70 1680 840 1 420 . 280 70 140 35 ' * - ape eSpeed Is posted speed limit, off-peak 85th-pereentlle d prior to work starting, or the anticipated * - For other offsets, use the following merging taper length formula for L: operating speed In mph For apead of 40 mph or. lase, L N52/60 For :peed of 45 mph or more, L = WS wN - Longitudinal buffer space or flogger station spacing Where: L Taper length In feet www - Use on sustained downgrade ateeper'thon -3 percent and longer than 1 mile. W = Width of offset In feet - -S = Posted speed limit, off-peaK 85th -percentile speed prior to work starting, or the anticipated operating speed in mph ww - Use.for toper and tangent sections where there are no pavement markings or where there is a conflict between erlsting pavement markings and ahannelizers ICA). Npri , PLAnS APP:OVAA DATE /11( /[YlNIC109 a>P[(/(KS! O K TO ACCOMPANY PLANS DATED TABLE 3 ADVANCE WARNING SIGN SPACING TAPER LENGTH CRITERIA AND CHANNELIZING DEVICE SPACING DISTANCE BETWEEN SIGNS* SPEED IS) MINIMUM TAPER LENGTH * FOR WIDTH OF OFFSET 12 FEET(w) TANGENT MERGING SHIFTING SHOULDER 2L L L/2 L/3 MAXIMUM CHANNELIZING DEVICE SPACING X Y Z ** TAPER TANGENT CONFLICT Mph ft ft ft ft ft ft ff 20 160 80 40 27 20 .40 10 25 250 125 63 42 25 50 12 30 360 180 90 60 30 60 15 35 490 245 123 82 35 TO 17 40 640 320 160 107 40 80 20 5 1080 540 270 180 45 90 22 50 1200 600 300 200 50 100 25 55 1320 660 330 220 55 110 27 60 1440 720 360 240 60 120 30 TABLE 2 LONGITUDINAL BUFFER SPACE AND FLAGGER STATION SPACING DOWNGRADE Min D *** SPEED* Nin_ - • 3X 6X 9X. 65 1560 780 390 260 65 130 32 71 730 -771 825 891 70 1680 840 1 420 . 280 70 140 35 ' * - ape eSpeed Is posted speed limit, off-peak 85th-pereentlle d prior to work starting, or the anticipated * - For other offsets, use the following merging taper length formula for L: operating speed In mph For apead of 40 mph or. lase, L N52/60 For :peed of 45 mph or more, L = WS wN - Longitudinal buffer space or flogger station spacing Where: L Taper length In feet www - Use on sustained downgrade ateeper'thon -3 percent and longer than 1 mile. W = Width of offset In feet - -S = Posted speed limit, off-peaK 85th -percentile speed prior to work starting, or the anticipated operating speed in mph ww - Use.for toper and tangent sections where there are no pavement markings or where there is a conflict between erlsting pavement markings and ahannelizers ICA). Npri , PLAnS APP:OVAA DATE /11( /[YlNIC109 a>P[(/(KS! O K TO ACCOMPANY PLANS DATED TABLE 3 ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS* ROAD TYPE. p -::-BC ft ft ft URBAN - 25 mph OR LESS 100 1GO 100 URBAN MORE THAN 25 mph TO 40 mph 250 250 250' URBAN - MORE THAN 40 mph .350 350 350 a approx,mare, are ­77Tor gu:oanca 1,01 purposes only, end should be applied with engineering Judgment. m These dletances should be adjusted by the Engineer for field conditions, If necessary, by Increasing or decreasing the recommmended distances. .STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM ' FOR LANE CLOSURE ON FREEWAYS AND EXPRESSWAYS NO SCALE RSP T9 DATED APRIL 19, 2013 SUPPLEMENTS THE STANDARD PLANS BOOK DATED 2010. REVISED STANDARD PLAN RSP T9 Z6 `atQ• See below for Finance Revenue Codes 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. Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 5/22/2013 LOCATION OF CONSTRUCTION: SunLine Transit Agency; Washington St North of Ave 50 PURPOSE OF CONSTRUCTION: Install Concrete Pad for Existing Bus Stop #871 DESCRIPTION OF CONSTRUCTION: See Attached Exhibits 'a DIMENSION OF INSTALLATION OR REMOVAL: 4.5'x 15' APPROXIMATE TIME WHEN WORK WILL BEGIN: 5/21/2013 TIME OF COMPLETION: 6/21/2013 ESTIMATED CONSTRUCTION COST: $3,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS THIS PERMIT IS FOR THE CONCRETE PAD ONLY. THE PROPOSED BUS SHELTER WILL BE APPROVED & PERMITTED SEPARATELY 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 occuring 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 o 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 rul an r ulat' n the City of La Quinta and to pay for any additional replacement necessary as the result of this work. �/ ��-- ND Electrical Construction - Mike Martin Name of Applicant ND Electrical Construction Name of Contractor and Job Foreman 779970 Contractor's License Number Colony Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Signatur f of 4pplicant or Agent 2201 E. Winston Rd, Suite M, Anaheim, CA 92806 (714) 337-5224 / (949) 498-1799 Business Address Telephone No 2201 E. Winston Rd, Suite M, Anaheim, CA 92806 (949) 498-1799 Business Address Telephone No. Cash Deposit -Surety Bond, EE=B 110713 Finance Revenue Code Inspection Fee E-1 $0.00 Permit Fee EE -1 $0.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, EE=B $0.00 if required TOTAL I $0.00 City Business License,No GL962190 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 13057 DATE ISSUED: lMA4!�-- EXPII & TE: NE , Zo/? BY: �// WORK INSPECTED BY": PERMIT COMPLETION DATE`: If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. I City of La Quinta F-1 i The following General and Special Provisions are attached to and made a part of Permit Number 13057 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be noted twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48). in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior,to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® 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 '/2') of A.C. paving on (`* N/A *`) of class (** N/A *' ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. Citv of La Quinta ® R11' COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the . construction material is actually on the work site. ❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2°) of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of 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. ❑ 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. 2 93 4. 5. PERMIT NO. 13057 SunLine Transit Agency / Install Concrete Pad for Existing Bus Stop #871 Washington St N of Ave 50 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 requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. SunLine Transit Agency and ND Electrical Construction (Mike Martin), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. This permit is to install the concrete pad for the existing bus stops ONLY. The proposed bus shelter will be reviewed and permitted separately. The permittee shall be responsible for the maintenance of all improvements related to the bus stop, i.e. signage, red curb, any paint work, bench, trash receptacles, and cement pads, etc. 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 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. 7. This permit or copy of it shall be on the work site for inspection during the actual work performed. 8. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 9. 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 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. Special Conditions Page I of 4 PERMIT NO. 13057 SunLine Transit Agency / Install Concrete Pad for Existing Bus Stop #871 / Washington St N of Ave 50 10. 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 land owner whom is being encroached upon. 11. All landscaping, irrigation, decorative rock, decorative concrete, lighting, and sidewalk, etc., shall be replaced to its original condition. 12. The permittee shall construct ADA compliant pathways leading to areas for use of public transportation systems. 13. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 14. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 15. The 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. 16. Pursuant to Section 1.4.16.250 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. 13057 SunLine Transit Agency / Install Concrete Pad for Existing Bus Stop #871 / ' Washington St N of Ave 50 17. 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. 18. 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. 19. 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. 20. 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. 21. 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, 5h Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 22. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights-of-way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. 23. 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. Special Conditions Page 3 of 4 PERMIT NO. 13057 SunLine Transit Agency / Install Concrete Pad for Existing Bus Stop #871 / Washington St N of Ave 50 24. 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. 25. 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. 26. Access and egress to all local properties shall be maintained at all times. 27. 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. 28. 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. 29. 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. 30. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 31. 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.. 32. 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 LA QUINTA 1 EX TRASH (lYP) A,41 >. , ,,• O7 EX BENCH (TYP) Q1 EX SIGN (TYP) O3 EX PP (TYP) 1 DIRT " i L6 15'.. �ee�l rAa,v'51f acrac� SITE PLAN _\A. 50 (7 i Q E3= 0• 6• 10 SCALE: I' - 10• NOTES: LEGEND: BUS STOP NO. \ 871 1. LOCATION OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE & PLOTTED FROM FIELD OBSERVATIONS. CONTRACTOR SHALL VERIFY LOCATION 6" THICK CONC SLAB (2,500 PSI CONCRETE, OF ALL UTILITIES PRIOR TO EXCAVATIONS, MED. BROOM FINISH) 2• QUALITTY.-RIRRIGATION HEADS TO BE PROVIIDE, AS NEEDED USING SAME BRAND &BTYPELTO MAINTAINUORIGINAL�COVERAGE.EQUAL OR GREATER 6" WIDE CONCRETE CURB (VARIABLE HEIGHT) o GAi-r SI AE OF 3. PROVIDE WEAKENED PLANE (CRACK CONTROL) JOINTS IN CONCRETE AT SPACING AND ALIGNMENT OF EXISTING SIDEWALK JOINTS. u I no IQ ATH r — — - —— , 4. PROVIDE EXPANSION JOINTS WHERE SHOWN (EJ). L — — — j�V{6wm&--rD/J 5.TO 4.5' � EXISTING BUS STOP SIGN EX 5. TO EX CURB 12" SE���/�( EXISTING BUS STOP BENCH r'- ) OO It-rg v F REMAIN DEEP DEEPEND \/AEXIST TRASH RECEPTACLE 1 15� ��P(ipC. �- & GUTTER JOIN EX S/W FOOTING AROUND 3 SIDES CONSTRUCTION NOTES: FLUSH — rEX GRADE PFiR�T 01 REMOVE (AS INDICATED) RELOCATE (AS INDICATED) 6°THICK _ _ 112" MIN. Q3 PROTECT (AS INDICATED) CONC SLAB --� �-6" ®MODIFY IRRIGATION LINE AROUND NEW CONC. SLAB EX ROADWAY SCARIFY & RECOMPACT Q5 RECONSTRUCT BACK OF SIDEWALK TO ORIGINAL LOCATION PAVEMENT 6" OF SUBGRADE TO 90% © LOWER IRRIGATION LINE SECTION A -A Q REPLACE LAWN REMOVED 3111 Olego,"CA 921 North, Suite Boz NTS (619) 981-2600 (819) 961-2392 1- -la - 5/5/np 4:31:29 °w :: sa.n - 3,111=2 1:05•.14 r :: :: 5' DISTANCE SEE TABLE 3 C B •L Ali K K v u v v W20-1 •C20(CA)R M4 -2R SEE NOTES 1 SEE NOTES 1 SEE.NOTES 1 AND 3 AND 10 AND 10 MICA) SEE NOTE 9 TYPICAL LANE CLOSURE NOTES: 1. Each advance warning sign snail be equipped with 6. Flashing arrow, sign shall be either Type I or Type D. of least two flags for daztlme closure. Each flag . shall be at least 16" x 16 In size and shall T. For ap roach speed$ over 50 mph, use the be orange or fluorescent red -orange in color. Flashing Deacons Shall be placed at the loeatlona Traffic Control System for Lane Closure On . Freewoya And Expressways" plan for lane clo$ure Indicated for Ione closure during hours of darkness. details and requirements. 2. A G20-2 "END ROAD WORK" sign, as . appropriate, B. A minimum 1500' of eight distance anal) be provided shall be placed at the end of the Ione closure where possible for vehicles ,approaching the first unless the end of work area Is obvious, or ends flashing arrow sign. Lane closures shall not begin at within a larger project's limits.• he top of crest vertical curve or on a horizontal 3. the W20-1 sign would follow within 20 curve. a a stationary "20-1 or G20-1 "ROAD WORK NEXT 9. Place a C30(CA) sign every 2000' throughout length MILES", use a C20(CA) sign for thea first 9irot of lane closure. advance warning sign. 10. Median lane clwure$ aholl.conform to the details 4. All conea wed for lane closuresduring. the as shown except that C201CA)L and W4 -2L signs hours of darknesa shall be fitted with retroreflective ahalI be used. Dandy (or aleeves) as specified in the specifications. 11. At least one person shall DB assigned to provide S. Portable dellnaotore, placed at one-half the spacing full time maintenance of traffic control devices - Indicated for traffic cones, may be used Instead of for lane closure unless, otherwise directed by fns Engineer. coma for daytime closures only. ®I TO ACCOMPANY PLANS DATED 6UUMI MB C20-2 SEE NOTE .2' NOTES: See Revised Standard Plan RSP T9 for tables. Use cone spacing x for taper segment, Y for tangent segment or Z for conflict situations, as cpproriate, per Table 1, unless x, Y, or, Z cone spacing Is shown an this sheet. Unless ofherw iee.spee l fled lit the special provisions, oil temporary warning signs. hall hove block legend on fluorescent orange background. Col Ifornlo codes are designated by (CA). Otherwise, Federal (MUTCO) codes are shown. LEGEND SIGN PANEL SIZE (Min) • TRAFFIC CONE ❑A 46" x 48" O TRAFFIC CONE (OPTIONAL TAPER) .� 36' x 18" F © TEMPORARY TRAFFIC CONTROL SIGN 30" x 30" ® FLASHING ARROW SIGN (FAS) - d"e FAS SUPPORT OR TRAILER PORTABLE FLASHING BEACON �i♦ STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON MULTILANE CONVENTIONAL HIGHWAYS NO SCALE RSP T11 DATED APRIL 19, 2013 SUPERSEDES STANDARD PLAN T11 DATED MAY 20i 2011 - PAGE,239 OF THE STANDARD PLANS BOOK DATED 2010. REVISED STA-NDARD PLAN RSP T11 roL�fc Co ry r l c1 rti>7 �csZ., IJ TABLE 1 TAPER LENGTH CRITERIA AND CHANNELIZING DEVICE SPACING MAXIMUM CHANNELIZING MINIMUM TAPER LENGTH w DEVICE SPACING FOR NIDTN OF OFFSET 12 FEETIW) SPEED % I Y I Z x+e IS) TANGENT I MERGING I SHIFTING I SHOULDER 2L L L/2 L/3 TAPER TANGENT CONFLICT oi Di1+ COUNTY ROUTE IOTA( ' RW STEREO CIVIL ENGINEER April 19, 2013 PLANS •PPRO7, DINE R( S!I? O fIf /NM/I p9 //S DY/(fN ' W lftMlJ SN/[f M) K N(LCM•S/3! Ia /l.r (aY(/I(! OY Ir KSS 0' f(ew nP?f O' M/S Atw SK!!. TO ACCOMPANY PLANS DATED TABLE 2 TABLE 3 LONGITUDINAL BUFFER SPACE AND FLAGGER STATION SPACING DOWNGRADE Nin D afWw SPEED* Min D -32 1 -6X 1 -9X w - Speed Is posted speed limit, off-peak 85th-percentlle • - For other offsets, use the following merging taper length formula. L: speed prior to work starting, or the anticipated For speed of 40 mph or. lase, L WS2/60 operating speed in mph For speed of 45 mph or more, L = WS ww - Longitudinal buffer space or flogger station spacing Whore: L = Toper length In feet - Use on 6U3t0lned downgrade steeper than -3 percent and longer than 1 mile. W - width of offset In feet -S - Posted speed limit, off-peak 85th -percent lie speed prior to work starting, or the anticipated ' operating speed in mph ' ww - Use for toper and tangent aectlone where there are no povement markings or where there is o conflict •between existing povement markings and channelizers (CA). ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS* N ROAD TYPE A B I C 0 ft ft ft J URBAN - 25 mph OR LESS 100 100 100 URBAN —MORE THAN 25 mph TO 40 mph 250 250 250 URBAN- MORE THAN 40 Mph .350 350 350 RURAL 500 500 500 1 m EXPRESSWAY / FREEWAY 1000 1500 2640 •.- The distances are approximate, are Intended for guidance (n purposes only, and should be applied with engineering judgment. m These distances Should be adjusted by the Engineer for field conditions, 0 if necessary, by Increasing or decreasing the.recommmended distances. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON FREEWAYS AND EXPRESSWAYS NO SCALE RSP T9 DATED APRIL 19, 2013 SUPPLEMENTS THE STANDARD PLANS BOOK DATED 2010. -REVISED STANDARD PLAN RSP T9 I„TI E,FF�!13Cr'5w;lz Daniel Valenzuela From: OCARS_Pro@digalert.org Sent: Thursday, May 23, 2013 10:31 AM To: Digalert Email Group Subject: USAS LAQ01 2013/05/23 #00004A A31430423-OOA NORM NEW LAQ01 00004A USAS 05/23/13 10:31:02 A31430423-OOA NORM NEW GRID Ticket : A31430423 -Date: 05/23/13 Time: 10:28 Oper: KKP Chan: 100 Old Tkt: A31430423 Date: 05/23/13 Time: 10:30 Oper: KKP Revision: OOA Company: N D ELECTRIC Caller: NICK MARTIN Co Addr: 2201 E WINSTON RD SUITE M City&St: ANAHEIM, CA Zip: 92806 Fax: 949-419-6574 Phone: 949-498-1799 Ext: Call back: 7-4 Formn: MIKE MARTIN Email: INFO@NDCOMPANIES.COM State: CA County: RIVERSIDE Place: LA. QUINTA Delineated: Y Delineated Method: WHITEPAINT Address: Street:WASHINGTON ST X/ST 1 AVENUE 50 MPM 1: MPM 2: Locat: WOKING AT BUS STOP LOC ON W/SIDE OF WASHINGTON ST AT APPROX 100FT N/OF : AVENUE 50 Excav Enters Into St/Sidewalk: Y Grids: 0849G062 Lat/Long :33.686242/-116.29491133.685783/-116.294124 33.685563/-116.295308 33.685103/-116.294521 Caller GPS: Boring: N Explosives: N . Vacuum: N Re -Mark: N Work: INSTALL CONCRETE BUS SHELTER PAD Wkend: N Night: N Work date: 05/28/13 Time: 10:29 Hrs notc: 120 Work hrs: 048_ Priority: 2 Instruct :MARK BY IPermit: NOT REQUIRED Done for: SUNLINE TRANSIT AGENCY Tkt Exp: 06/20/13 Mbrs : CVW85 IID02 LAQ01 SCG1OG UTWCPD UVZINDIO �<' 1.