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3040NiPTE: With proper validation f)i,10 this form constitutes an CITY OF LA QUINTA encroachment. permit r.,,_#� � � �ggg APPLICATION FOR PERMIT .PUBLIC WORKS CONSTRUCTION (ENCROAGHMENTY J 4 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: 9/7/99 LOCATION OF CONSTRUCTION PG•A, WEST. TRACT 2a603-1 (Street address or Description of Location) PURPOSE OF CONSTRUCTION SUBDIVISION IMPROVEMENTS DESCRIPTION OF CONSTRUCTION STREET., CURBS. STORM DRAIN. ETC. DIMENSION OF INSTALLATION OR REMOVAL l SIZE OF EXCAVATION; IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN ASAP Subdivision Improvement Permit— Class III Minor Improvement Permit Class IV Sketch (attach construction plans if appropriate) SEE ATTACHED CONDITIONS APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ 364.967.00 (Including removal of all obstruction, materials, and debris, backrfilling, com- paction and placin g g 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. �r Comply with all applicable City Ordinances, the terms and conditions of the permitnd all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this Signature of Applicant or Agent STEVEN WALKER HOMES 7161 INDIANA AVE.,, RIVERSIDE,CA.92503 (909)784-0840 Name of Applicant (please print) Business Address Telephone No. STEVE GABRIELSON SAME SAME Name of Contractor and Job Foreman Business Address Telephone No. 748004 5357 Contractor's License No. City Business License No. UNITED PACIFIC INS. CO. NWA201 789600 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 10,949 1t}0 Permit Fee Penalty AS BUILT (1.000) DEPOSIT Cash Deposit -Surety Bond if required PPLANCHEM5.250) CREDIT TOTAL: $' 6.799 Receipt No. Received by Date PERMIT VALIDATION PERMIT NO. 3040 ; DATE APPROVED 9/7/99 EXPIRATION DATE 9/7/00 DATE iss6ED A % •G - r Administrative Authority Recorded by 11 Telephone: (619) 777-7075 With proper validation this form constitutes an CITY OF LA QUINTA b' encroachment permit 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 DATE: 9/7/99 LOCATION OF CONSTRUCTION PGA WEST. TRACT 28603-1 (Street address or Description of Location) PURPOSE OF CONSTRUCTION SUBDIVISION IMPROVMNTS DESCRIPTION OF CONSTRUCTION STREET, CURBS, STORM ORAIN, ETC. DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN ASAP Subdivision Improvement Permit —Class I I I Minor Improvement Permit Class IV Sketch (attach construction plans if appropriate) APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ 364,967.00 (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: SIR ATTACHED CONDITIONS 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 Land 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. f! t� Signature of Applicant or Agent . STUN WALKER HOMES 7161 INDIANA AV9., RIVERSIDE, CA.92503 (909)786-0840 Name of Applicant (please print) Business Address Telephone No. STEVE CABIKIELSOX SAME SAME Name of Contractor and Job Foreman Business Address Telephone No. 748004 9357 Contractor's License No. City Business License No. UNITED PACIFIC ENS. CO. 14WA201 789600 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 $ 10,949 luv Permit Fee Penalty &S BUILT (1,000) DEPOSIT Cash Deposit -Surety Bond if required `IPPLANC14?EC15100250) CREDIT TOTAL: $ 62,799 Receipt No Received by Date PERMIT NO PERMIT VALIDATION 3040 DATE APPROVED 9/7/99 9/7/00 EXPIRATION DATE DATE ISSUED a f Administrative Authority Recorded by Telephone: (619) 777-7075 W3siuNud�d 3atiwd >MMWd 'C Mp�3uaud�y sJoa�nuo� Z :s3uwunW S38J W 9414MMM Alduioo 01 pa3eldwoo jo pa =- 03 aq d3 GA SUA934 6uuN0110; all 'deli 3>o(oQ 3uip� :raw�p Ummuloo H33NIJN3 H3NM0-V=V LLNO7 N0LLVIN3S3Hd3H *am "413pop.d G v u,?. e' = G = 4S ;d / 'ON / ,oN on 1SIl H3Nnd M 3*8104 MdW pnUnpuao wM uop3odsul f" ,_ uo13av1 „09/02/1999 13:54 7607777155 CITY OF -LA QUINTA PAGE 02 . ' .------------------------ ---------�---'�------------- ----------------, i NOTE: I 1 With proper validtion ' , , this form constitutes an CITY OF LA OUINTA aftatschment permit APPLICATION FOR. PERMIT ! PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) ' For the construction of public or private curbs, drlveweys, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS v Subdivision Improvement Permit —Clan III DATE: Minor Improvement Permit Class IV t LOCATION OF CONSTRUCTION PGA WEST Ls QUINTA=; 4yiRSIIIE C011=1' TRACT q28603-1 r csa..t addr*n or 9 see ton of Location) PURPOSE OF NSTBlJCT� Sketch (attach construction plant If appropriate) V [(�G!!''�M t DESCFUPTION 0 STRUCTI DIMENSION OF INSTALLATION OR REMOVAL t 1 , SIZE OF EXCAVATION, IF NEEDED l , APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ o ,M7t (including removal of all obstruction, materials, a debris; bacitfilling, ooze- , paetion and placing permanent resurfacing and/or replacing Improvements) In consideration of the granting of this Permit, the applicant hereby agrees to: n Indo nity,-dabnd and save the City; its authorized writ, offlgrw, npmentailvo and employees. harmless from and aseinst any sod ao , panaltly, i"lllties or Ion resulting from dainu or court action end arising out of any acradent, loss or damage to parsons or property - . happs” ig or omirriag a a proalnnta result of any work urrddv ken under tita permh granted purmant to this apolotion. Notify the Adminbtfathie Authority et leafs WMW-tour IT,) hours in advance of the time when work will be suited. 1 Comply uAth ell ilpplloahle City Ordlrtanom the tin a and cond,tlonf of the permlt and all applicable rules and rpulatk m of the Chy of Le Oulcm and to pay for any additional replacement massery a the r.ailt of this work. Signature of Applicant or Agent �tevee Tal7161..Indiana Ave. Riv. CA 92503 Name of Applicant (please print) Business Address Telephone No. ` Steve,Gabri'elson;•' 7161 Indiana Ave. Riv. (909)784- 0840 Name of Contractor and Job Foreman Business Address tslepl,one No, .49004 • ( Contractor's Liame No. City Business License No. l iiNTTF.D PACTFTC •INgTTRANCF. CO_ ___NWA 7(11 7RO 600 Applicants Irttu►anes Company + t' . Policy Number • i { I FEES: Subdivision Improvement Permit — Class I II ) ' Public improvements: 3% of estimated construction costs Privets Improvements: 3% of estimated construction costs S , Minor Improvement Permit — Class IV; Ste ettachad schedule 2774 " Lo. ZZ/ t Inspection Fee S PERMIT VALIDATION 1 Permit Fes /OD.. - , Peaty $^Ql(/LT. ,�1 M G51 PERMIT NO. fl�� Tj 9_7 77 /�f/Iw Gsh Deposit -Surety / �Z�Jr% DATE APPROVED q O if ram" ^ 7- 0 EXPIRATION DATE / • r r I TOTAL: ��•I L i 1 a.t. .'t DATE ISSUED ' I Receipt No, ' ► r By Received by Date Administrative Authority Recorded by ` Telephone: (619) 777-7075 Exhibit "B" Payment Schedule Storm Drain Improvements Qty Unit Unit Price Total Bubbler 3 EA. $1,474.86 $4,424.58 24" RCP 60 L.F. $51.70 $3,102.00 Manholes ' 4 EA. $4,517.64 $4+8,070.56 6" PVC 189 L.F. $22.58 $4,283.84 24" PVC 221 L.F. $37.60 $8 309.60 38" ADS 606 L.F. $62.04 $37,596.24 Brooks Vault 1 EA. $753.88 $753.88 Catch Basins 7 EA. $5,005.50 $35,038.50 Drywells 3 EA. $4,927.48 $14,782.44 12" PVC 113 L.F. $25.38 $2,887.94 18" RCP 31 L.F. $44.18 $1,369.58 Junction Structure 1 EA. $2,232.50 $2,232.50 30" ADS .208 L.F. $54.52 $11,340.16 30" RCP 64 L.F. $54.52 $3,489.28 Diywells 2 EA. $4,927.48 $9 854.96 $0.00 $0.00 $0.00 $0.00 Total $157,496.06 Grand Total $157,496.06 . Subcontractors Initials Date 8 Payment Sch'd Storm Draln Hermitage 07-28.89 .xle Exhibit "B" Payment Schedule 1. Payments to be progressive, invoices received by the 51h of the month will be paid on the 25th of the month. Payments / Vouchers subject to inspection and approval by PFF Bank & Trust and Steven Walker Homes for invoiced work. 2. Invoices shall be based on the above unit prices and actual work complete as of invoice date. 3. All quantities if applicable shall be measured in field and mutually agreed to in writing prior to invoice. 4. Retention payment due after final inspection approval and pick up work complete. 5. Lein releases (as attached) from suppliers must be attached with your invoices for timely payment. With each invoice, Subcontractor shall submit the appropriate " Waiver and Release " form(s) for the current billing in the correct amount. No payment / voucher will be processed unless properly completed releases with original signatures accompany current billings. 6. All Invoices must be accompanied with a copy of the "Exhibit B" payment schedule from the contract documents clearly indicating ( Hi -lighting ) the current billing. A map depicting what work has been completed by Subcontractor may also be required if applicable to Subcontractor's said scope of work, ie. site improvements. No payments will be made or vouchers issued unless these Exhibit's are included with the invoices. \. Subcontractor's Initials Date 8 Payment Sch'd Storm Drain Hermitage 07-28-99 .)ds bb80 4BL-1606 XEJ • 0080'b8606 - bOSL6 `:) 'a?!sJani-d •9nu3nIV tUCIpu1 19 11 OAIdoti u� r yby�i *i 6"�N' vim✓ WM '�l3"!'� p-uawwoa 'as0a1d ❑ M3"tl JO4A pass" j2no3 6uipnluI i;� :sab0d s3Wo r✓ ` / -P. . � 77 010 N 3n3 1S XDA 60/10 30V6 S3WOH Z+3N7VM N3n31S 0080—b8L-606 L17:80 6661/LO/60 09/07/1999 08:41 909-784-0844 '3TEVEN WALKER HOMES ?AGE 02/03 Exhibit .'B" Payment Schedule Total ty Unit Unit Aril a GRANITE CONSTRUCTION COMPANY Paving improvements 1 S00 3.1 j358A0 5" Ciass 2 Base 1 8,8Q0 s.f $0. 7�$62� 00 0.15' A.C. Base Course 8 800 s f $p, 700 Subcontractors Initials ' Date BPepwffl 8ftR8WMHarm�ts�eaHtssg. 09/07/1999 .08:41 909-784-0844 STEVEN WALKER HOMES PAGE 03/0.3 Exhibit "B" Payment Schedule .� �:tU S��►v� a �n9 • Lan.- Uni pty Unit Total Cosi CURB & GUTTER impROVEMENTS 8,506 L.F. $7 50 $83,795.00 B" Wed a curb 4Q L.F. $10.00 $400.00 • Transition curb 745 S.F. $3 50 $2,6Q'1.50 _ Cross Gutter & Spandrels 80 L.F. $8 00 $480.OQ Curb oni at S andrels $0.00 _ en nn The following General and Special Provisions are attached to and made a part of Permit No. �Oqa GENERAL PROVISIONS The following shall always apply: ENROACHME,NT 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 EQUIPMENT: Cleated tracklaying 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, 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 cost 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 La Quinta 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 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 broome& 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 OPERATIONS: 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: Rl NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. UTILITY CLEARANCE: (Substructures) Prior to making any excavation 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. /iid UTILITY CLEARANCE: (Surface Structures) No work shall be done under this.permit until all utilities are clear of the Lproposed 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 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 Quinta Road Improvement Standards and Specifications, Ordinance #461. R5 1 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shallbe graded to a slope of 1/4 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 ( _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 2 1/2 inches of A.C. paving placed on of class aggregate base. Driveway construction shall conform to attached drawing. SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. R10 SOH. STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the manufacturer's specifications. 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 Quints forces to preclude delay or interference with State of City of La Quinta projects. &12, SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when involved shall lye 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. 13 PAVEMENT CUTTING: 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 LIMIT 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 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. 15 BACKFILL 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 (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 in lifts 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: Backfill shall be applied. in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (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 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. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous. R18 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. Rl 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 Section 6.3.01 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 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class base shall be placed no later than 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. STREET RESTRIPING: Where street striping is still visible on streets 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 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 backfilled 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 tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. 2. 3. SPECIAL CONDITIONS --PERMIT NO. 3040 --- STEVEN WALKER HOMES --- 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. Steven Walker Homes, 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. 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 § 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. 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 14.16.110 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. 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. 3040 Pagel of 4 ..1 SPECIAL CONDITIONS--PERMT NO. 3040 --- STEVEN WALKER HOMES --- 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 ate 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. 3040 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO. 3040 --- STEVEN WALKER HOMES --- 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 the 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. 3040 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 3040 --- STEVEN WALKER HOMES --- C. . Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved'h" 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'h" max medium asphalt concrete pavement overlay applied 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 3/4" 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. 17. ' 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 construction of the subdivision improvements per the approved Grading Paving and Drainage plans. 20. The City of La Quints reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 3040 Page 4 of 4 P.O. Box 1504 78,-495 CA'LLE TAMPICO LA QUINTA, CALIFORNIA 92253 May 31, 2002 (760) 7 7 7 - 7 0 0 0 FAX (760) 777-7101 CERTIFIED MAIL STEVEN WALKER HOMES 7161 INDIANA AVENUE RIVERSIDE CA 92503 STEVEN WALKER HOMES: A STOP WORK notice has now been issued on the following permit: • ENCROACHMENT PERMIT, 3040-TRACT 28603-1 SUBDIVISION IMPROVEMENTS - STREET/CURB/STORMDRAIN Please submit a renewal payment of $779.99 at your earliest convenience. Public Works Inspectors are now aware of this project's status and will not conduct any further inspections. Please be aware that your ability to receive any further permits for the subject project or inspections has been suspended until this matter is resolved. If you have any questions or need additional information please contact Kris Schulze, Associate Engineer , he may be reached at (760)777-7047. Sincerely, Jesse Jimenez, Counter Technician Public Works Department Cc: Steve Speer, Senior Engineer Kris Schulze, Associate Engineer Raoul Martinez, Assistant Engineer II Encroactment Permit File Howard Campton, Public Works Inspector Elden Smith, Public Works Inspector N ■ Complete items 1, 2,'and 3. Also complete• item 4 if Restricted Delivery is desired.- ■ Print your name and address on the reverse _so that we can return the card to you. ■ Attach this card to the back of the mailpiece, C or on the front if space permits. ,.a 1. Article Addressed to: "STEVEN WALKER HOMES 7161 INDIANA AVENUE . RIVERSIDE CA 92504 JV t 3125/301A /31(-,6 2. Article Numbe — (Transfer fromrel) �,, PS Form 3811, August 2001 A. Signature `- ❑Agent XA Ail ' ❑ Addressfee B. Received py ( P ' e Name) C. ' Date of Delivery an rn .(/ID/5Z D. Is delivery address d'ffe a it Tom item 1? ❑ Yes If YES, enter delivery address below: ❑ No Y^r' 3. Service Type i rtified Mail ❑ Express Mail 11 Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes Domestic Return Receipt 102595-02-M-08351 911, WoUNITED STATES P rACE y • 4 � � M t�i .D L4 pill JUN • Sender: Please �I t YK name, adder, CITY OF LA QUINTA PO BOX 1504 LA QUINTA CA 92253