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3082"NOTE: t. With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION .FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 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 DATE: 11/15/99 Minor Improvement,Permit Class IV LOCATION OF CONSTRUCTION TR.23995-7. DAMS ST. @ WESTWARD 110 (Street address or Description of Location) PURPOSE OF CONSTRUCTION STORM DRAIN DESCRIPTION OF CONSTRUCTION RTARM DRAIN AY ADAMS ST. DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE -TIME WHEN WORK WILL BEGIN 11/13/99 APPROXIMATE TIME OF COMPLETION 11/30/19 ESTIMATED CONSTRUCTION COST $ 1,50.03.5.00 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) Sketch (attach construction plans if appropriate) SEE ATTACHED CONDITIONS In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable' City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and 'to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent CENTURY CROWELL COMNd. (909) 381-,6007 Name of Applicant. (please print) Business Address Telephone No. SAME Name of Contractor and Job Foreman Business Address Telephone No. B714188 Contractor's License No. 02120 City Business License No. GOLDEN EAGLE INS. NWC 544068-00 Applicant's Insurance Company 'Policy Number FEES: Subdivision Improvement Permit --Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ " "4.S91.05 lO0.Q0 $ As6%Qi _ns Receipt No. Received by Date V08 PERMIT VALIDATION PERMIT NO. 3082 DATE APPROVED 11/12/99 . EXPIRATION DATE 11- I Z- Od r)ATF iggljp-r By C Administrative Authority Recorded by 11 Telephone: (619) 777-7075 *VOTE: With proper validation this form constitutes an encroachment permit • • CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 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 I I I DATE: 11/15/99 Minor Improvementfermit Class IV LOCATION OF CONSTRUCTION TR.23995-7, DAMS ST. @ WESTWARD HO (Street address or Description of Location) STORM DRAIN � PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION RTORM i1RATN RV ADAMS RT- �uncaTrT� SEE ATTACHED CONDITIONS DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 11/13/99 APPROXIMATE TIME OF COMPLETION 11/30/99 ESTIMATED CONSTRUCTION COST $ t 5,0.035.00 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the. City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or,property happening or occurring as a proximate result of any work undertaken under the 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. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the results of this work. �, Signature of Applicant or Agent CFN'lrtTRX CROWELL• CO .. (909)381-6007 Name of Applicant (please print), Business Address Telephone No. SAME Name of Contractor and Job Foreman Business Address Telephone No. B714►188 02120 Contractor's License No. City Business License No. GOLDEN EAGLE INS. NWC 544068-00 Applicant's Insurance.Company Policy Number FEES:, Subdivision Improvement Permit —Class I II Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit —Class IV: See attached schedule Inspection Fee $ L, . S91 -0 PERMIT VALIDATION Permit Fee 1 f1(1 m PERMIT NO 3082 Penalty Cash Deposit -Surety Bond if required TOTAL: $ AAQ1 ns Receipt No.. Received by Date DATE APPROVED 11/12/99 EXPIRATION DATE Il--•12-00 DATE JSSUED By *11 C Administrative Authority Recorded by Telephone: (619) 777-7075 The following General and Special Provisions are attached to and made a part of Permit No..3-Q.0 GENERAL PROVISIONS The following shall always apply: • ENROACEMM ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta 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. TRACKLAYING CONSTRUCTION EQUIP1ti6NP Cleated trecklaying construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -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 operations in paved areas. If the existing pavement is scarred, spelled, or broken during the term of this contract, or if the pavement is marred, City of La Quints. shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches C2), of A.C. Surfacing Plus appropriate seal cost as specified above. PROTECTION OF TRAMC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or La Quints. City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified.'24 hours in advance of any traffic detours or delineations. - - CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete Pipesteel culvert and concrete strictures 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 Is. Quinta shall beInotified 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 sballbe broomed clean of earth and other objectionable materials immediately after backfip 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 OPERATIONS: If de -watering operations are required and pumps are forcing water on City of Ie Quints 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 acceae for the adjoining property owners and emergency vehicles. In the event it is felt by the Permutes 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: R'1 NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 49 hours in advance of starting construction. UTIILITY CLEARANCE. (Substructures.) Prior to making any excavation within the City of La Quinta right of way authorized by Permit, the Permittes chap contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this Permit chap be the sole responsibility of the permittee. R3 17U= CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee awl notify all concerned utility companies of the proposed work. R4 PAVEMOfp WIDENING: Area between the proposed concrete gutter line and the existing road pavement chap be surfaced with inches of A.C. Paving placed on inches of class aggregate subbase course having an 'R' value of not less than and in conformance with City of La Quints Road Improvement Standards and Specifications, Ordinance #461. R'S PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of 1/4 inch to one foot (1�. R6 GRADE CHE430VG: 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 (__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 Quints Standard Y207. RS 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 2 1/2 inches of A.C. paving placed on of clm aggregate base. Driveway construction shall conform to attached drawing. SIGHT CIA:ARANCB: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. R10 SOIL STI=JZER: The area to be surfaced chap be treated with soil sterilizer. Rate of application shall commply with. the manufacturer's specifications. 11 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 of City of IA Quints projects. R 12 SURVEY MONUM[EN 1S: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be 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 project clearance. R 3 PAVEMENT CUTMG: Pavement will be mechanically saw cut to a straight 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 of 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 12ar OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet 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 can. 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. BACKM.L MATERIAL:. Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes Of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (mangy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved and or gravel. R16 BACKFIIL. SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in tifta of not greater than three feet (3) and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of 95 percent shall be attained with the structural section of the roadway. R17 BACKFILL PLACEMENT: Backfrfl shall be applied. in layers of not more than SO percent of the total depth of the tench before flooding or a maximum of five-foot (5) lifts where trenches are of excessive depths. Caro 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 be not less than 90 percent 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. When jetting is used, the jets shall be of sufficient length to• roach the bottom of each layer and the water supply shall be continuous. RIS COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 feet and a minimum of one (1) test on each road: 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 Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R1.9 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 repair$. 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. 20 TEMpORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations,,a temporary patch consisting of 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-8W temporary paving shall be placed after a maximum of 3000 linear feet of trench bag been excavated and backfill operations completed, but in no can shall the placement of the temporary pavement exceed a five (S) day limit. R21 PERMANENT. PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (21) of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch clean base shall be placed no later than days after completion of temporary road repair. FOG SEAL; A fog seal coat consisting of eo application of asphaltic emulsion shall be applied over all patch areas as . determined by the City Engineer. R2 3 STRFLtI RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon completioa 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 permittee 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 is becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet 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 backfrlled and compacted to not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction testa dhall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. SPECIAL CONDITIONS --PERMIT NO.3082 ---CENTURY CROWELL COMMUNITIES --- In addition to the standard permit conditions, the following shall apply: 1. 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: Century Crowell 'Communities, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. All areas shall be kept watered down daily including weekends. 3. Streets shall 'be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4.. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § l; 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. 5. Work performed within 500 feet of a signalized intersection is restricted 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 Riverside Country Traffic Signal. Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way. 6. Pursuant to Section 14.16.1,10 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. 7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance.with. Cal Trans Standards. or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction.. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special'Conditions - Permit No. 3082 Page 1 of 4 SPECIAL. CONDITIONS --PERMIT NO.3082 ---CENTURY CROWELL COMMUNITIES--- 8. 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 one travel lane of.paved surface shall be maintained with flagmen at all times. 9. 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. 10: 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. 11. 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. 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 an appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles.'. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. Special Conditions - Permit No. 3082 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO.3082 . ---CENTURY CROWELL COMMUNITIES--= F. 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. G. 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. H. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. I... 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. 12. 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. 13. .All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc.,.shall be replaced to its original condition: 14. Access and egress to all local properties _shall be maintained at all times. 15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance .10 § 1 (part), 1982), . permanent pavement replacement shall be completed no later than seven (7) . days after the completion. of .the work. Permanent pavement replacement shall conform to .the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2,.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City - prior to installation. Special Conditions - Permit No. 3082 Page 3 of 4 SPECIAL CONDITIONS= -PERMIT NO. 3082 ---CENTURY CROWELL. COMMUNITIES --- Permanent pavement replacement shall be installed using a City approved %" max medium asphalt concrete as. the base course lift and a City approved ''/2" max medium finish course lift for capping: Asphalt concrete mix design shall be approved by the City prior to its placement. D.. For transverse trenches across improved streets, the existing pavement surface, three (3) feet on either side of the excavated trench, shall be cold -milled to a depth of 0.10', with a "butt" joint created along each edge of the cold -milled area; and a new 0.10' lift *of/s" max medium asphalt concrete pavement overlayapplied throughout the cold -milled area. E. For longitudinal trenches within improved streets, the existing pavement surface, through the lane width (within lane line striping), shall be cold -milled to a depth of 0.10', with.a "butt" joint created along each edge of the cold -milled area, and a new 0.10' lift of/z" max medium asphalt, concrete pavement overlay applied throughout. the cold -milled area. F. If grinding and capping operations are not performed in the .same day as base paving operations, the base course lift of V max medium asphalt concrete shall be installed from . saw -cut edge to.saw-cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10'.low in anticipation of grinding and capping. F. Any existing lane striping .affected by this resurfacing shall be replaced in kind by the Permittee; as. directed by and to the satisfaction of the City Engineer. Affected traffic .signal loops :shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 16. Permittee shall notify the City of La Quinta Public Works Department a minimum of 48 hours prior to commencement of any construction at (760) 777-7075. . IT, 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. 18. 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. 19. This permit allows for' the installation of a storm drain pipe by Adams street crossing per the approved storm drain plans tract no 23995-7. a 20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 3082 Page 4 of 4 NOTE: With proper validation �.gt this form constitutes an CITY OF LA QUINTA U encroachment permit APPLICATION FOR. PERMIT " PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) . C�'f1 of T14+9`c� 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:! LOCATION (Street address or Description of Location) PURi SE OF COlei TR • CTION DESCRI ION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN Subdivision Improvement Permit — Class I I I Minor Improvement Permit Class IV Sketch (attach construction plans if appropriate) r APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ B 123 Xi Pl1 — IIncluding removal of all obstruction, materials, and debris, badtfilling, com- paction and placing permanent resurfacing and/or replacing improvements) in consideration of the granting of this permit, the applicant hereby agrees to: Indemnity, -defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all . penalties, liabilities or .loss. resulting from claims or court action and, arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit greRip"ursuant to this appiicetion. Notify the Administrtifive Authority at lean twenty-four 124) hours in advanee.of the time when work will be sterted. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signet re of.Ap6vcant or Agent Name of Applicant (please print) Business Address Telephone No.. S P A-S; _ NameofContractor and Job Foreman Business Address Telephone No. iC77l.���0 0io Contraor's License No ^ City Business License No. Applicant's Insurance Com Policy Number . FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule 2774 Inspection Fee $ ` DS PERMIT VALIDATION Permit Fee PERMIT NO. Penalty DATE APPROVED Cash Deposit -Surety Bond if required c� > EXPIRATION DATE TOTAL: $ ' iL CO / ! D� DATE ISSUED Receipt No. Received by Date Recorded by By Administrative Authority Telephone: (619) 777-7075 CENTURY CROWELL COMMUNITIES STANDARD FORM SUBCONTRACT Contract:' 181 OF 000 THIS AGREEMENT, made and entered into at San Bernardino, California on 9/23/99, by and between (See Second Paragraph for Legal Name) hereinafter called CONTRACTOR, with principal office at 1535 S. "D" Street, San Bernardino„ California, and GOUIN EXCAVATING hereinafter called SUBCONTRACTOR. RECITALS On or about, 9/23/99, CONTRACTOR entered into a prime contract with SIENA DEL REY, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY, BY: CENTURY CROWELL COMMUNITIES, L.P., A CALIFORNIA LIMITED PARTNERSHIP, ITS MANAGING MEMBER, BY: CENTURY HOMES COMMUNITIES, A CALIFORNIA CORPORATION, ITS GENERAL PARTNER hereinafter called OWNER, whose address is 1535 S. "D" Street, San Bernardino, California to perform the following construction work: TRACT 23995-7 STORM DRAIN SYSTEM.: Job #: 10919000 Original, Pricing Table Cost Code Description Qty Unit Price Amount 20210 Storm Drain System 1 153,035.00 153,035.00 TOTAL 153,035.00 90% UPON COMPLETION AND ACCEPTANCE BY ALL $137,731.50, 10% RETENTION $ 15,303.50 TRACT 23995=7 — STORM DRAIN SYSTEM . ----------------------------------------------------------- 1) 21" RCP — 40 FT AT 35.00 FT = 1,400.00 2) 24" RCP — 57 FT AT 35.00 FT = 1,995.00 3) 36" RCP — 15 FT AT 50.00 FT = 750.00 4) 42" RCP — 640 FT AT 60.00 FT = 38,400.00 5) 48" RCP — 428 FT AT 70.00 FT = 29,960.00 6) MH#2 — (2) AT 4300.00 EA = 8,600.00 7) MH#4 — (2) AT 4300.00 EA = 8,6,00.00 8) CB W = 12' V= 17.25 FT. W/LOCALS — 1 AT 12,600.00 9) CB W=14 V= 8.84 W/LOCALS — 2 AT 7865.00 = 15,730.00 10) CB W=20 V = 8.95 W/LOCALS — 1 AT 9,300.00 11) OUTLET STRUCTURE W/TRASH RACK — I AT 17,000.00' 12) DRY WELL — (1) AT 4,200.00 13) RIP RAP — LS AT 4,500.00 TOTAL CONTRACT AMOUNT $153,035.00 1 These prices are guaranteed to remain firm through the completion of the project. Said work is to be performed in accordance with the prime contract and the plans and specifications. Said plans and specifications have been prepared by or on.behalf of MAINERO, SMITH AND ASSOCIATES, ARCHITECT DATED 8/5/99. SECTION 1— ENTIRE CONTRACT SUBCONTRACTOR certified and agrees that he is fully familiar with all of the terms, conditions and obligations of the Contract Documents, as hereinafter defined, the location of the job site, and the conditions under which the work is to be performed, and that he entered into this Agreement based upon his investigation of all of such matters and is no way relying upon any opinions or representations of CONTRACTOR. It is agreed that this Agreement represents the entire agreement. It is further agreed that the Contract Documents are incorporated in this Agreement by this reference, with the same force and effect as if the same were set forth at length herein, and that SUBCONTRACTOR and his subcontractors will be and are bound by any and all of said Contract Documents insofar as they relate in any part or in any way, directly or indirectly to the work covered by this Agreement. SUBCONTRACTOR agrees to be bound to CONTRACTOR in the same manner and to the same extent as CONTRACTOR is bound to OWNER under the Contract Documents, to the extent of the work provided for in this Agreement, and that where, in the Contract Documents reference is made to CONTRACTOR and the work or specification therein pertains to SUBCONTRACTOR'S trade, craft, or type of work then such work or specification shall be interpreted to apply to SUBCONTRACTOR instead of CONTRACTOR. The phrase"Contract Documents" is defined to mean and include: All labor, material and equipment in accordance with officially approved plans, specifications (attached to this contract document), scope of work in compliance with the City of La Quinta, County of Riverside, The Uniform Building Code, Applicable Edition, and all Governing Agencies and per C.V.W.D.. SECTION 2 — GENERAL CONDITIONS — Refer to Exhibit "A" SECTION 3 — SCOPE — Refer to Exhibit "B" SUBCONTRACTOR agrees to furnish all labor, services, materials, installation, cartage, hoisting, supplied, insurance, equipment, scaffolding, tools and other facilities of every kind and description required for the prompt and efficient execution of the work described herein and to perform the work necessary or incidental to complete - STORM DRAIN SYSTEM — TRACT 23995-7 for the project in strict accordance with the Contract Documents and as more particularly, though not exclusively , specified in: SECTION 4 — CONTRACT PRICE CONTRACTOR agrees to pay SUBCONTRACTOR for the strict performance of his work, the sum of: ONE HUNDRED FIFTY THREE THOUSAND, THIRTY-FIVE AND N0/100 ($ 153,035.00), subject to additions and deductions for changes in the work as may be agreed upon, and to make payment in accordance with the Payment Schedule, Section 4. SECTION 5 — PAYMENT POLICY I. Invoice Documentation: Invoices for work completed and received in our office by the 10`" of the month will be paid and mailed on the I` of the following month. Invoices for work completed and received in our office by the 251h of the month will be paid and mailed the 16"' day of the following month. - Invoices turned in with work not complete or turned in after the cut-off day will be held until the following pay period. *Note: May be superseded by bank draw disbursements. ** 2. If the cut-off day falls on a weekend or holiday, invoices must be in our office the last business day prior to cut-off day to be accepted for that pay period. If the payday falls on a weekend or holiday, checks will be processed and mailed the day following the holiday or weekend. All invoices must be in our office by 5:00 p.m. All checks will be mailed — no pick-ups. All invoices shall reflect the following: Invoice number, Contract number, Tract number, Job number, Cost Code number, Addendum number, if any, or Purchase Order number: *Invoice each tract separately *Invoice by Lot and Plan 2 v 1 » n *Invoice each phase separately *Invoice as per payment schedule K = t *Payment will be denied if not accompanied by a signed copy of the draw sheet## " Releases — Labor/material releases must accompany all invoices and must be same date as invoice. Material s releases must be signed by an authorized agent or principle officer of the supplier and signature must be notarized. Releases have been attached for your use. Please make your own copies. **** ., Authorized extra work: All extra work requested by superintendents or field employees must have written authorization from the purchasing department in the form of a purchase order, contract or addendum. *Extra work must be billed within 5 days said work is completed and purchase order number or addendum must accompany each invoice. Failure to comply will result in a non-payment for extra work. Extra work must be billed separately , from contract work and on a separate invoice. t 1 3. Labor performed — These items must be returned to our purchasing department with this contract before work is started: ' *Copy of City Business License where work is being done *Original of Certificates of Insurance covering: ' j General Liability; Auto Liability and Worker's Compensation, with a 30-day cancellation clause. The General Liability policy shall be endorsed naming the contracting parties, along with their ' Officers, directors, partners and employees as additional insured (See Paragraph 4 — following). *Copy of Federal I.D. number or company owner's Social Security number: *Copy of California Contractor's License number i 4. All subcontractor's/2"a party subcontractor's/suppliers — regarding the certificates of insurance referenced in Paragraph 3: The insurance company must have a'B++" or better Best rating. The minimum limits of liability shall be: $1,000,000 per occurrence, $2,000,000 General Aggregate, $1,000,000 Products/Completed Operations. A per project endorsement CG 2503 may be used to reduce the general aggregate to $1,000,000. Auto liability shall i have limits of $1,000,000., and include owned, non -owned and hired vehicles. A separate endorsement from CG ' 2010 II85 or acceptable equivalent shall name investor/partnership and Century Crowell Communities, their , t Officers, Directors, Partners and Employees as additional insured on the commercial general liability policy and state that "The insurance is primary and non-contributing with other coverage maintained by the additional insured". If the contracting party is involved in sub -surface work, evidence must be received that the subject policy provides coverage for subsidence.: The contracting parties will continue to provide current certificates and required endorsements as proof of coverage and all certificates will contain a 30-day written notice of cancellation to i certificate holder. Certificate holder reserves the right to request and review the actual policies represented by the certificates of insurance. t . 5. Subcontractors shall make every effort to meet the minimum production schedule of three (3) houses or pads per ! day and coordinate with each trade's scope of work. Century Crowell Communities will make every effort to provide a spread of minimum of three (3) houses or pads per day to meet any and all production requirements. However, no guarantees are given on continuity of work. . 6. All pick-ups to be completed with 48 hours of notification by superintendent. 7. Requirements — no work should begin until this contract is signed and all items returned with it. Invoices will not be considered for payment until all requirements are met. I 8. Tract superintendent has authorization to direct work and to accept or deny quality of work performed. • 9. Century Crowell Communities will not be responsible for any materials delivered or left on job site 10. ' Subcontractor hereby acknowledges that he has bid this project for a complete job and agrees that no extras will be •^ allowed or paid to bring project into approved plans and consultants specification. The above 'referenced bid " includes all material and labor required for total plans and consultant's compliance. No back charges against Century Crowell Communities will be allowed. 11. I have read the above and understand that this exhibit is part:'of the contract as amended. i :` 3 SECTION 6 — GENERAL SUBCONTRACT PROVISIONS — Refer to Exhibit "C" General Subcontract Provisions are an integral part of this Agreement. SECTION 7 — SPECIAL PROVISIONS SUBCONTRACTOR agrees to supply all labor, material and equipment necessary to complete and all related work per plans and specifications and in compliance with city building codes. IN WITNESS WHEREOF: The parties hereto have executed this Agreement for themselves, their heirs, executors, successors, administrators, and assignees on the day and year first, above written. DATE: 1 O/ O 6/ 9 9 DATE: 10 SUBCONTRACTOR CONTRACTOR Gouin Excavating & Backhoe Signature BY: SIENA DEL REY, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY, Printed Name & Title BY: CENTURY CROWELL COMMUNITIES L.P. Susan A. Gouin/Owner 'A CALIFORNIA LIMITED PARTNERSHIP ITS: MANAGING MEMBER, BY: CENTURY HOMES COMMUNITIES, q [ ] Corporation [ ] Partnership R] Proprietorship A CALIFORNIA CORPORATION (Seal) GENERAL PARTNER Contractor's State License No. 51 1 5 7 8 Contractor's State License No. 714188. Expire Date 6/ 3 n/ 2 n n n BY:, Federal I.D. No. 3 3— 0 2 3 3 8 7 3 Pe'16R F PURCHASING 4