Loading...
14011See below for Finance Revenue Codes ENCROACHMENT PERMIT IL C®P'I 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: 1/17/2014. i LOCATION OF CONSTRUCTION: I PURPOSE OF CONSTRUCTION: 52695 Avenida Bermudas Elliot Residence Sewer Lateral Repairs DESCRIPTION OF CONSTRUCTION: Remove AC - Exposed Sewer Lateral DIMENSION OF INSTALLATION OR REMOVAL:. 10'x 10' APPROXIMATE TIME WHEN WORK WILL BEGIN: 1/17/2014 Subdivision Improvement Permit - Class III Minor Improv tt'Perroit--Glas•s-I•V TIME OF COMPLETION: 1/18/2014 LA QUINTA ESTIMATED CONSTRUCTION COST: $8000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) I 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 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) 77.7-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. I Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicAble rules a d egulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. f I /' K Signa, re of Ap cant or Joe Solomon 47-875 Sumac, La Quinta, CA 92253 V 760-702-4245 Name of Applicant Business Address Telephone No Solomon Engineering 72740 Bursera Way #3, Palm Desert, CA 92260 760-702-4245 Name of Contractor and Job Foreman Business Address Telephone No. 1 927567 Contractor's License Number City Business License No Preferred Contractors Insurance Company PCIC5037-PCA510275 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee EE=1 $0.00 Permit Fee EE=1 $286.00 As -Built Deposit E-A 0.00 Cash Deposit -Surety Bond, E_B $0.00 +if required i ITOTAL $286.00 Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 11 J4011 DATE ISSUED: ''I EXPI ON• E: / 5 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. Date: PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Tract No: Project Name: � Ina � r Vicinity: 5� 19 S` f{ evt 7 P ��'1 /.1aL��S Purpose of Con truction (i.e.: Rough Grading, Offsite Street, etc.) N QBE Description of Construction (i.e.: SeePlan Set No/01234) .iY.Pj' GI i Dim nsion of Installation or Removal: Approximate Construction Start Date: - "l Approximate Construction Completion Date: Estimated Construction Cost: $ 1; k —0 Q(� 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:Phone N ber• � Name of Applicant/Owner: a-- � l ; o Applicant Address: Applicant Telephone Number: 7 D - Sn_a Applicant E-mail Address: l3"Awvti Name of Contractor: "s bC/ 0'r-7,6 .? Contractor Address: 7 ✓'S e a_Y Contractor Telephone Number: 7 Contractor State License Numbe . K % Contractor City Business License Number: Contractor E-mail Address: j V r-9q/o?, 7 o I �� �c�, r-7 (T -e r j! 0- A ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED .4 Applicant or Contractor General Liability Insurance Company: DP�YG D�,G� AnAi772 r_rl-Qs /AicAJAeWL&- BD/YLP)m V Applicant or Contractor General Liability Insurance Policy Number: P&//"w 5077 — Pc Q Stv z 7-5- Office S Office Use Only: Inspection Fee: Permit Fee: 1p As -Built Deposit: Dust Control Deposit: Credit Amount: TOTAL FEE DUE: �b rive ec Is s - Forms & Applications/Application Office Use Only: A/0//Assigned Permit Number: Approval Date: Expiration Date:_ Issue Date: Administrative Authority: oD -4o,-` _3rca-:6 ,4o I--- —' 7=--- - i- �. -_ - _ - - -- -- - - - - . - -- - - j- --_ - _ _ -- -- - - - -- - -- - - - - - '� - - - _ - - - -- - _ — - -- - - A E - - _ �T' __ _ - _ __ _ _ _ _ _ _ _ r 77 - - - i- i '- - - n1, _ T. i- --- - - - 7_- - - . n. 7. - ---- - - - - - - - -- - — _- -_-a� - - - �Nv �c• CONS C/Ci /0 /A/C/ -1 Y. C /? S'E Gt�E/E' COrV51;eZ1CT /2 /AICA/yC. /? co_- -- _ 1\/l.r,. J�JJ2 -- JJ\IJ r CALLE NOGALES 1\J J, JJ F� ME -11 7A � , 14 1 J J 1 J _ _ y.� _ _ . .S -+ as • r�,a re> ` ' -- ;• y -m. z�par a4 iy�a ` 5E j 4- �{y - J - i coin �. 50.00• -50.00 soap:. sa'a� �o.on' [� � v . n ' OS7 so.c� so.an 1 5000 -50.03 L -L L=i E.fIC!l�EME.VT � 30 •i : �i-- r•✓ � 30 BERMUDAS -� 20328EX/ST. 60 "SCP - AV L_N A� ��U// SrOeW oeq/N / Nd 14. A/40. /0 M,NN0. a/ A- lJ NOTE - EXACT z.4r",.4L I-o""%ON {' 5'T.OT/ON/NOS TOf3E ✓ESP/F/EO REV A/ 7;W.- F/EL O. UNDERGROUND SERVICE ALERT �•,4T6iP,4LS 1.800-422.4133 A%G4J' Bch AQ2`O O•P L�6[ET.sL� S Call USA.SC OR CHKO. For Underground Locating OPER NS 1 2 Working Days Before You Dig �1 PLAT . 7. ACC>Rbr CERTIFICATE OF LIABILITY INSURANCE �.,./ DATE(MMIDDfYYYY) 01/16/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS, CERTIFICATE OF INSURANCE DOES NOT CONITU STTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of.the policy, certain policies may require an endorsement: A statement on this certificate does riot confer rlghts to. the certificate holder In lieu of such endorsement(s). PRODUCER NAME: Eric Bock ACW GROUP, LLCAba: AKAMINE CHRISTMAN WALL INSURANCE"ONE, 77-810 LAS MONTANAS SUITE 204 Ex 760-537-0703 AIC No): 760=200=3434 EMAIL ADDRESS: ebock@acwgroup.com INSURER(S) AFFORDING COVERAGE NAIC# PALM DESERT, CA192211 INSURERA : Preferred Contractors Insurance Company PCIC5037-PCA5102 5 INSURED -INSURERS: SOLOMON ENGINEERING 72740 BURSERA WAY #3 INSURERC: INSURERD: INSURER E Palm Desert. CA 92260 IN$URERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERMOR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY"BE ISSUED OR'MAY PERTAIN; THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. INSR L TYPE OF INSURANCE EYlG �OG�f POLICY NUMBER POLICY MMfDD Y POLICY EXP MIDDIYYYY LIMITS A COMMERCIAL.GENERAL LIABILITY PCIC5037-PCA5102 5 11/26/13 11/26/14 EACH OCCURRENCE $ 1,000,000 'CLAIMS -MADE FRI OCCUR - PREMISES Ea occurrence $ '50,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV. INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000' X POLICY PJERCT LO.G PRODUCTS - COMP/OP AGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY SINGLE LIMIT $ (CEO, Ea accident _ BODILY INJURY (Per. person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ NON-OVHNED HIREDAUTOS 'AUTOS PROPERTYDAMAGE. $ Peracddant $ UMBRELLA LIAR' OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCES§'LIAR CLAIMS -MADE DED RETENTION.. $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY -YIN ANY PROPRIETOR/PARTNEREXECUTIVE PER OTH- STATUTE I ER E.L. EACH ACCIDENT $ OFFI CERfMEMBER;EXCL' UDED? ❑ NIA E.L. DISEASE - EA EMPLOYE $ (MandatoryIn NH) - If yes, describe under, DESCRIPTION. OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101., Addltlonal,Remark a Schedule, -they be attached If more space Is required) The following entity is listed as additional insured per company blanket endorsement PCIC 03 TC 12/END 10 encroachment permit CERTIFICATE. HOLDER CANCELLATION City of La Quinta Public Works Department 78.495 Calle Tampico SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE tHE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 'La Quinta, CA 92253 ACCORDANCE WITH THE POLICY PROVISIONS. ALTHORIIED REPRESENTATIVE EYlG �OG�f O 1988-2014 ACORD CORPORATION. All rights reserved. ACORO 25 (2014101) The ACORD name and logo are registered marks of ACORD Pfel�c'Md COi6lii4C lOR Insum acc Co11.1(JoGiyi RRG . ENDORSEMENT,TO..POLICY NO.10 THIS ENDORSEMENT CIIANGES.THP_P LILY, PLEASE READ IT CAREFULLY PREFERRED CONTRACTORS -INSURANCE COMPANY RISK RETENTION GROUP, LLC COMMERCIAL GENERALIJABILITY POLICY BLANKET ADD.ITIONAUNS.URED The section of the policy entitled III. — WHO IS AN INSURED is amended to include as an.additional insured any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in. a contract or agreement that such person or organization be added as an additional insured on your policy. The coverage afforded by this endorsement is only; (1) with respect to liability of the Additional Insured in connection with the original Member's or Named Insured's ongoing operations performed for said Additional Insured; and (2) only if the Additional Insured performs all obligations required under the Policy. The coverage afforded.to an Additional Insured is limited to a claim made for a Covered Loss not covered by other insurance available to an Additional Insured, and is limited by V. — COMMERCIAL GENERAL LIABILITY CONDITIONS,. paragraph 4. Other Insurance, b., of the policy, which provision applies equally to an Additional .Insured and is made a part of this Endorsement. Other than as expressly modified herein, coverage for the Additional Insured is governed by the terms and conditions of this policy, including the insuring agreements. No coverage is afforded under the "products -completed operations hazard for an Additional Insured pursuant to this endorsement. The coverage afforded to an Additional Insured under this endorsement ends as of the date of completion, abandonment or termination of the work of the original Member or Named Insured at any job site, project or structure, The "work" of the original Member or. Named Insured will be deemed completed as of the date all work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been,completed; or when that portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization, including another contractor or subcontractor engaged in performing operations as part of the same project. The coverage provided for the Additional Insured is only to the extent the Additional Insured is held liable for the negligence or strict liability of the original Member or Named Insured. No coverage is provided for liability based upon the acts, errors or omissions of the Additional Insured. No coverage is provided to an Additional Insured for damages because of `bodily injury" to an employee of the original Member or Named Insured, whether suit is brought or claim is made by the employee or the parent, spouse, child. or sibling of such employee, or any entity seeking damages because of injury to such employee. Except as :set forth above, all of the terms, conditions and exclusions of this policy apply and remain in effect. Policy No:: PCIC5037-PCA510275 Date: 11/26/2.013 Time: 12:01 a.m. Preferred Contractors Insurance Company Risk Retention Group, LLC 27 North 27th Street, Suite 1900 Billings, Montana 59101 By: _.n , •- - . _ C 1 _ Authorizer] Representative PCIC 03 TC 09 121 END 1.0 Page 1 of 1. i f� City of, _La- Quinta The following General and Special Provisions are attached to and made a part of Permit Number 14011 The following shall always abp/y: 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 (7) 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 (Y*") 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 '/s") 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 shell 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 (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. ® R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. + ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree In a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO. 14011 Solomon Engineering / Cut to Repair Sewer Lateral / 52685 Avenida Bermudas 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. 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. 4. . Solomon Engineering (Joseph Solomon), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall, be completely cleaned at the end of each working day and more frequently, if required. 6. 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. 7. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for further modifications as it relates to any sight distance concerns and/or improvement plan requirements as required by the City Engineer. 8. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (i.e. any 4 lane street) before 8:00 a.m. 9. 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 Special Conditions Page l of 6 PERMIT NO. 14011 Solomon Engineering / Cut to Repair Sewer Lateral / 52685 Avenida Bermudas the City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 10. 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 with 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 § I (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 11. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 12. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 13. 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. 14. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 15. Any land on which Williamson Act contracts apply shall remain undisturbed. Special Conditions Page 2 of 6 PERMIT NO. 14011 Solomon Engineering / Cut to Repair Sewer Lateral / 52685 Avenida Bermudas 16. The permittee shall place temporary no parking signs along the parking area affected - by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 17. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. 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. 18. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 19. 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, 5`" Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 20. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Civil Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test locations. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 21. 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. 22. 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 23. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted Special Conditions Page 3 of 6 PERMIT NO. 14011 Solomon Engineering / Cut to Repair Sewer Lateral / 52685 Avenida Bermudas work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 24. 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. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy. of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer II. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 25. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 26. If traffic lanes are closed on an any Arterial street (any street with more than 2 lanes) within the City of La Quinta right of way, The permittee is required to provide an informative message board (approved by the City Engineer). It shall inform the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. The board does not have to be electrical or solar powered. 27. 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 to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. Special Conditions Page 4 of 6 PERMIT NO. 14011 Solomon Engineering / Cut to Repair Sewer Lateral / 52685 Avenida Bermudas C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests -are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 28. 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. 29. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. 30. Access and egress to all local properties shall be maintained at all times. 31. 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. 32. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City Special Conditions Page 5 of 6 PERMIT NO. 14011 Solomon Engineering / Cut to Repair Sewer Lateral / 52685 Avenida Bermudas 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. 33. The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime. 34. 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. 35. If it is the intent of the permittee to cut the pavement and have it restored by a third, party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6 CITY OF LA QUINTA *** CUSTOMER RECEIPT +�#* Date: 1/21/14 01 Receipt no: 6837 Description Quantity Amount E1 PW ENCROACHMENT PERMIT 1.00 8286.00 ,Trans number: 206706 ENC GMT 14011 SOLOMON ENG Tender detail CK CHECK 1598 8286:00 Total tendered 8286.00 Total payment 8286.00 Trans date: 1/17/14 Time: 14:22:11 *** THANK YOU FOR YOUR PAYMENT *** =0R QUESTIONS PLEASE CALL 760-777-7150 See below for Finance Revenue Codes ENCROACHMENT PERMIT 3LIC WORKS CONSTRUCTION is, pavements, sidewalks, parking lots, sewers, water mains and other like public IVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV las Lateral ced Sewer Lateral ' jmN r- 1 2-014 101 114 TIME OF COMPLETION: 1118/80ld (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing ereby agrees to: .1 agents, officers, representatives and employees, harmless from and against any laims or court action and arising out of any accident, loss or damage to persons or >ult 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) 77.7- 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 a)d egulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. f I II De Solomon ame of Applicant 0 47-875 Sumac, La Quinta, CA 92253 Business Address of Applicant or Agent 760-702-4245 Telephone No olonnon Engineering 72740 Bursera Way #3, Palm Desert, CA 92260 760-702-4245 ame of Contractor and Job Foreman Business Address Telephone No. 27567 ontractors License Number City Business License No referred Contractors Insurance Company PCIC5037-PCA510275 :)plicant's Insurance Company Policy Number . =ES . Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Insoection Fee EE=1 $0.00 Permit Fee E_1 $286.00 As4Built Deposit E-A 0.00 Cash Deposit -Surety Bond, EE=6 0.00 if required TOTAL $286.00 Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 14011 DAT UED: `7 EX RATI N D TE: BY: WORK. (INSPECTED BY": PERMIT COMPLETION DATE": Z If the work is covered by a Subdivision Improveme Agreeme Subdivider shall request final acceptance of improvements from the City Council. PERMIT NO. 14011 Solomon Engineering / Cut to Repair Sewer Lateral / 52685 Avenida Bermudas 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. 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. 4. Solomon Engineering (Joseph Solomon), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. 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. 7. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for further modifications as it relates to any sight distance concerns and/or improvement plan requirements as required by the City Engineer. 8. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (i.e. any 4 lane street) before 8:00 a.m. 9. 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 Special Conditions Page 1 of 6 PERMIT NO. 14011 Solomon Engineering / Cut to Repair Sewer Lateral / 52685 Avenida Bermudas the City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any. way. 10. 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 with 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. 11. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the . Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 12. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 13. 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. 14. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the .construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 15. Any land on which Williamson Act contracts apply shall remain undisturbed. Special Conditions Page 2 of 6 PERMIT NO. 14011 Solomon Engineering / Cut to Repair Sewer Lateral / 52685 Avenida Bermudas 16. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 17. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. 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. 18. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed.by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 19. 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. 20. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant 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. 21. 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. 22. 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 23. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted Special Conditions I Page 3 of 6 PERMIT NO. 14011 Solomon Engineering / Cut to Repair Sewer Lateral / 52685 Avenida Bermudas work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 24. 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. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer II. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 25. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 26. If traffic lanes are closed on an any Arterial street (any street with more than 2 lanes) within the City of La Quinta right of way, The permittee is required to provide an informative message board (approved by the City Engineer). It shall inform the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. The board does not have to be electrical or solar powered. 27. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982), backfill compaction within street rights-of-way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. Special Conditions Page 4 of 6 PERMIT NO. 14011 Solomon Engineering / Cut to Repair Sewer Lateral / 52685 Avenida Bermudas C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. . 28. 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. 29. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. 30. Access and egress to all local properties shall be maintained at all times. 31. 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. 32. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City Special Conditions Page 5 of 6 PERMIT NO. 14011 Solomon Engineering / Cut to Repair Sewer Lateral / 52685 Avenida Bermudas 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. 33. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 34. 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. 35. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6 City of La Quinta The following General and Special Provisions.are attached to and made a part of Permit Number 14011 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 ( " NIA "') 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. 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 fines 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 (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., ® R18 COMPACTION TESTS: If so required by the inspector; compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs., Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction.operations, a temporary patch consisting of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree In a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.