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2652NOTE: With proper validation this_for 1,"C nstitutes�an ` o � 'o '� CITY OF LA QUINTA renccoacliment permit,~ -APPL` ICA_ TION .• FOR- PERMIT '1 x ,,, • ,. , � �- ;• PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) OF TR8 ''; " • For the construction' of public or , private `curbs; driveways, pavements, sidewalks, parking lots, sewers, water, mains . and other. bike public, works improvements in connection`witli MINOR•IMPROVEMENTS'and APPROVED`SUBDIVISIONS . �� , y Subdivision' Improvement Permit Class III DATE: j ��'-�+ Minor.Improvement Permit Class IV LOCATION OF CONSTRUCTION y Aiten�c ' A ISO fftot +Aar of HAfthfoaenn >$tkxe►+��"". 1,r -,t' -(Street add ss or'Description'of Location) ' ' • PURPOSE OF CONSTRUCTION- '10*0r "Ain line till'"Ift " Sketch (attach construction plans if appropriate) L DESCRIPTION OF CONSTRUCTION''��� L�lat�►i*- ' '14t10rt.„-62kckft11ii "-ntJtftt rabet Fars A ACM CMDMXM -” �`= �;. t S5 �DfMENSION OF INSTALLATION OR REMOVAL t 105 '81 `IiT`� `I"X':1;•i�4 a9CIttAI?��.'IQIsf' ' , thin TRACV28470-1 aa4.28611 SIM& ., •-'SIZE OF.EXCAVATION, IF NEEDED 4 Wada >tkaaah,. 1.4` ++ I fl. T1' IMMTIi :• DA D- 8/97• ',. , 1 #fly in &oth, s4 fD'l:^n 5{., , APPROXIMATE TIME WHEN WORK WILL BEGIN Idi2%i17 'APPROXIMATE TIM E:OF,,COMPLETION toll # 'ESTIMATED CONSTRUCTION COST .$ IElSx1f�.55'. ' - (Including-re moval of -all obstruction, materials, and debris, backfilling; com 'r r, paction•and •placing -permanent resurfacing and/or replacing improvements) ' F "In consideration ofktl e.granting of this permit;the applicant'hereby agrees to: 'k Indemnify, defend and save the City, its.authorized agents, officers, representatives and employees, harmless from and agairist any and all• penalties, liabilities or loss resulting from claims or, court action and aiising out of, any accident, loss or damage to persons or property' happening or occurring as a prozimate'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, thelterms and conditions of the permit and all applicable rules and regulations.of the City of ! ) 'La Quinta'and: to _ f, ! pay for any additional replacement'necessary,as the result of this work. `. , ' 4, t, -M. a+ju•"�•- ; - ; •� .. _� ,tee. F Signature of Applicant or Agent, Traditt(m ci ?b "coo. -78503 Old AV6. 52' La`On3' ti%.- CA i2253 f1 4 25�' . ' S `,Name of Applicant,(please print) Business Ad_ dress : Telephone No • ` "*� ,+; ` wif+af�{ i�tCF#a:ht4f't1k14. �:nr i;trl[ nci5AA!►�tgt,ll Name,of Contractor and Job Foreman .` • `Business Address' Telephone No^' 02094, Contractor'S License No. City Business License No:. C ici 1C�':.ZA�911R1r lGiGa Az1Y ` �► - CP }iSb4806 •. Applicant's Insurance`Compiny �: '• Policy Number - -' N % -V! FEES: (Subdivision Improvement Permit — Class 111ID Public improvements:•3/° ofestimated construction costs Private improvements �3%0 f estimated construction costs - r r, I ;r ''Minor Improvement Permit'— Class IV: See attached sc d le' SEP 2' 6 7 •` 26, 121 ,Inspection Fee 4$$,98 (` a'ti� ��IT •VALIDATION - -Permit Fee ' RL 1c�i�.0i3''..( 2652 ' PERMIT NO. r Penalty 9/ 24/97 Cash Deposit -Surety Bond DATE APPROVED if required t : s t 9/24 98 EXPIRATION DATE � „ TOTAL: $ 583.913: ; 9/25/91 DATE ISSUED f,tReceipt No. F ✓ Received by. Date ' Administrative Authority Recorded by f Telephone: (619) 777-7075 , y: - The following General and Special Provisions are attached,to and made a part of Permit No. GENERAL PROVISIONS The following shall always apply: ENROACHMENT ON PRIVATE PROPERTY: Thi's 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 ii 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 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. LITHITY 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. 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 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. RS PARKWAY GRADING: Area between the property tine and top of the proposed concrete curb shall be graded to a slope of I/4 inch to one foot (P). 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. (F1 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. 10 SOIL STERILIZER:.The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the manufacturer's specifications. 1 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 La Quinta projects. SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the 6i, 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. 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. 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. �CI�� BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes 6r— 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. 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. CLt Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where WO1 U jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous. C COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 t feet and a minimum of one (I) 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. 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. R23 STREET RFSTRIPING: 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. SPECIAL CONDITIONS --PERMIT NO. 2652 --- Tradition Club Associates --- In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.1'6.320 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 . directed by and to the satisfaction of the City Engineer. 2. Tradition Club Associates, hereinafter referred to as "Permittee", shall be responsible for providing, continuous dust and erosion control. 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 § 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: May 1 st to September 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00.a.m. to 5:.00 p.m. Monday -Friday - 6:00 a.m to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. 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 1.4.16.110 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. T 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. 2652 Page I of 5 SPECIAL CONDITIONS --PERMIT NO. 2652 --- Tradition Club Associates --- 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, projectand 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 Special Conditions - Permit No.. 2652 Page 2 of 5 SPECIAL CONDITIONS --PERMIT NO. 2652 --- Tradition Club Associates --- completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to.be compacted for the remainder of the project. 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. R 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: 43. 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 14.16.3 75 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 .l" 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 Special Conditions - Permit No.'2652 Page 3 of 5 SPECIAL CONDITIONS --PERMIT NO. 2652 --- Tradition Club Associates --- 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. C. Permanent pavement replacement shall be installed using a City approved'/a" 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 1/21, 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 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, aving.operations, the base course lift of 1/4" 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) 7771-7075., 17. Permittee shall stabilize any soil that was disturbed (shoulder areas, etc.) as a result of work performed under this permit with an approved dust control treatment. 18. Pursuant to Chapter12.56 of the La Quints 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. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 2652 Page 4 of 5 NOTE: With pr$per validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) `SOF Tf16�" 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 a I Subdivision Improvement Permit — Class II I DATE: f Jr 51 ��DO (� 1Minor Improvement Permit Class IV LOCATION.OF CQNSTRUCTION tCt? ` eGkS-i a I . ►n,�l-N. _1. (Street address or Descriptions Location PURPOSE OF CQNSTRUCTI.ON OF GONSTRUCTI Sketch. ((attach construction plans if appropriate). DIMEN$$1,019 OF I $TALLATION OR REMOVAL ac�S7.� Lv �1 hi KILNJ SIZE,7 ECAV TI N, I F EED Q tN 1 11 APPROXIMATE TIME WHEN W RK WILL BEGIN I19d(p� 7 4yx� 9107 APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ (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: Indemnity, -defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or lou 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 I of this work. Signature of Applicant or Agent ame of Applicant (please print) R Businness Address Telephone No. J()�S Al ii, � Pf7 IS('% q! )S Name of Contractor and Job Fo Business AddressTeleph o. Contr ctor' i nse No. City Business License No. Applicant's Insurance Company GEN. LIA151L lTy 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 $ 2 Permit Fee (OU` II Penalty II Cash Deposit -Surety Bond if required TOTAL: Receipt No. . Received by Date Recorded by PERMIT NO. DATE APPRO EXPIRATION DATE ISSUES PERMIT VALIDATION By Administrative Authority TELEPHONE: (619) 777_7075 SEP -23-97 TUE 1219 Ilk, r GRANITE PALM SPRINGS FAX N0. 7607758229 P.01 �r ��a (' E �iI � � � ' " �•a If you. e'xp'erience aniyr ,diffic,uities, Please. contact Sender al,(760) 775-7,1300, Southern Regional Offlc® 38000, lVio voo St, Di-tdio, CA 92203 SEP -23 -97 -TUE 112:.20 GRANITE PALM SPRINGS FAX NO.. 760775$229 P. 02 6,11,03fiald . , . , , 305 399.316.1 Palm Sp+ings ... .619 3G0- 46'')0 CmypmB 0"ram omM ^" ��91i r � ._.at 830 i 272 '39tJt3' Phoenix 002256-2i 00 ,�) Sacr+arnento .. 9101355 'I'loo Fr4o�D 418pJ '+9md 4 f+nvta5l . (4+' a:,_ -'',-, , „�.l,l, •� ' `d' ,� . Son Diego ...... 610 4114.5: iS San Joso ... , . , . 4Cf+ 22.1 4911.! ' Santa dtelbara ... 8f)!; rJl;4 3:?5t i:ONSiiAX:110H. Santa Crur ...... 406 d�,-_Fano 702 I!A-a7t)?. a;<tlR� lh��3' +t:r 4+��:if1 UC,1ta�a,�mt CAr1P(luCif°!. + Be+9���98' Ne�e�m S "!6++E�cr�Btilru'rogr", yv1e9 Stockton ........ 2D9 DI12.4,'SU - Tuc,96n .. .. . 602 7.10 15000 �� b9►iCur 71'ncr"s.s C !-+:.4:4rx �b !a� t .8 f1 " ' ri 'r,4. ._.. �v,�=. L'�.._ _ feeYeaMt?tear cm$14W o-(vcs "A oucrl9o,t+ndaau wer2lvr�r�u rAulir�r B94t Ea ., 1"'A r ARR. CU ' I)°''rAQ__e,,q, J tvl ia�w'" , 4W4>fR.,IV �?.. , , ° "1 a -,11 rY�6a�mr+YE ti9+vttmB+amm: t . t. Dipme6pliam .►mdl U;Iistuio®v sof lB orlt. SLib(,ra+10'r•.):fi,r agrees to perform the'folloee'ing rAk: 4%.!^0 °? .. atratl4.)aea c:Do'" In +� 4". Ott° , CEO ?x -5)v 5 , 194+0. © .0 ' �,8aa�,�a�.� C_aM�'7r"`4•e3t'fid;,,, i".��G9 tw.�'t` (� �t'y.ftF3 '-y'?y�S,t'IJ Located At._--_-—--. $#...q t16T61,_ .. kR� li.loao � °8419 °h%R 4_�..__ tiC �+�3'�I Y:i -.i�l b�' }�� �nt. a?. t68CR8 5 On the <Axivo W4A Thrall be porfoimed in uccor(lQnce with the following f; torts rartd " Sl.r+,t I:'1r�r1�1 unci am, by tills 6.0(ronCe. inCorpor� tied heruln cnd node a'pcilt of this su1:x^Csn- 11+:8':8. k1+,pl (�r03 rich utloOlca_l. 3. f+rlyrtrold:al'lt_ comli ,Ir;ictl she'll r'x;1y 1C+ as full cornpon4otion for oil the work horftn(d+er the fol- +'y 11r c.l::r,:c:, ci,a,.,t.e will•t Ilio pt ovlsloll$ ut Potogjoph 3 on the rev'oP5e side hereof, progross paymorilssilt111 lir? r>4 firaj +sinnolo and 1110 stsm of -.__.._......... % ,)or mcnih shall by add.od to any b alam,,.9 UhK clky wPl+art mue Titn cli'xwu r; rG;;aJr, Shull ii-IC:lUdO <.Il! Wo. Franchise, Sxcisv and other ir'sxcos which iyl�ly r1C7tn'.CiY h+tr.tc,lflel be) loviOd 0)(a,4)r)1 IhCsO st.)Ocificolly excluded.horein C. ' 11.1 the O-JUrlt III() U(V:11,4a, rjrlCO' 15 o unit price t)osetj On pt)antifiAs, fin0l'poymenl shall bo for actu4:11 q+lranitilrs dr;C;lr rN.Br;y P,+;rCBPo s°Ir•D1l rti110r�r+Uy:;oopoiOle with the olher in making a dofcirn•,inaflon of final Clu''.e41iiril, oil nonil.4bliui't of oil vwaylk hc•+B;aurt;jor, J. Ihis PF01-t+Isi)I Clnc! 00. 11`U(;R)A Fml'corihool shall tie void if Contractor is-v,al:)le io do'+yonsirulo to Ill -is r;:ilief8 t(7P8Ctn of of wort( his ability to make paylner-+ts for 1t o work, to l;)a-+ poca r•,,nt od holClutif 5+51- in lht-) 1-+001+•+0+ ancf at thq timas sial forth hotoln, �! ftms, Subror,Prtlt:,tot sill ill Qonmi1 )ti(.v work her oundef as prornptly as placllcai after the receipt of write' -in molic o fc pi of.:uod lro!n .Cr>r;irr'aCtor rat uj shc11 <.;r7rrtlal+aav that wCrk in ac*cordonce with the agre id upon schudulo by t;Ui+;! l:'rttBrru:ni Shu C0+41(81 Ur ctr+C9 Su ,cottkctca<at. At Pf.O r',pflon of Suhcunh-avtor, this ogtCorYtent sholl be voU Lin, loss rtnl!Ctm't io p"CIC,67d is + t+ yivr,d withilt lull ('10) v.0flcing, duys following oxocutton of this ogroomont by Corrtrucior. °:. g��etral d.rrnr4ltla�n+�. tt, Subcoflhq-1 i�pt:.ueb114rafr. ltte ,irntln.BCt tJ("97LintianI3 shall consist of this Agra,;arnoni, and ullochrrionts Ittdrnl:BrtrC4tt; • ICxg+�Culot �,t ... C„rv166r�rt i� 19... H Accv-pimble IQ'wnrtmr Sion 00gl%ml aan.d Rool ni GRAlANITIIr Q9ONSTRUC1iIUK COMPANY .t'd 9:E�9.YIF6hF1iN0+k, %•CYYlf+l1Y,AYlCD�' Stateof Calitovivia Contractor's Licemse No. 89 ae'-'�..4�t�2'1M2...___..�"_'Y.rf<!E•rF��t.'"�ia ..... ea"d�..... ... tAcf dra 1-s) . >;4ala a:E (::a!itni;li-+�• Y"..n0r.wa-Parra TOINES BROSCONS�TR•U.CTi0NCO. , GRADING, PAVING, UNDERGROUND AND EQUIPMENT RENTALS 85-989 AVENUE 52 0 P. 0,, BOX 905 •' COACHELLA, CALIFORNIA 92236 r TELEPHONE (1319) 347.2291 PROPOSAL NO, w uC. No. 172092 CONTRACT NO. PROPOSAL SUBMITTED TO: DATE: ---- • ,.--- -•- —�- a9-3-97 PROJECT - WINCHESTER DEV. '' .SEWER •---- .. .._ . _ ._. LOCATION: CITY AND STATE:,,..__..."-----,*,-*-,*,----",--*--*-"'*,.^--', .-- - ..:_._...----—._...... --.. ' AVE 52 __ + AVE • DATE.gF PLANS: •` ATTENTION: PROTECT PLANS NO. AND TITLE "t • MIKE ALLEN We hereby propose to tumisrt the necessary equipment, labor and materials required to perform the following work: ITEM NQ~. DESCRIPTION1 UANITY UNIT `',TOTAL �' 1.• 15" VCP 105 LF $70.31 $7, 382.55 -' ,t > s r 0 COLD MIX -ONLY NO CURB REPLACEMNET WORK TO' BF PERFORMED IN CITY RIGHT OFWAY ORIGINAL -CONTRACT FOR ON-SITE SEWER PROPOSAI, #375 t r [ • 4T (r�„ ^ � �.. n 4• � ry..M �T^.w.q'*2 •+r.»,rs. ,,}. y !i.��rx -. t f ' �,.. •. -r .� • ' O i i. :., w y..,• +ti Y F "/aY _ 5�. h �' ,.o.-...m�+,.o.w. vi ... ice: ' F •""� ! C•i, � � i •3..n�. + 1f�z s ,<... �. :.��x�Ts-mil' `' e ; V�'}�. tr .j^ �--ii7'+z.;, •lt_',-=''+Y` ,-,:.; mar: -4,.} - - ..., '.,71F' a<F �A. t. i�V)�-^'.,.. �;�"i�t:.'i^r ';• y`i !'�'�r,r`• F s� ` 1 � � ` '3�3 [^, � t .. r r. 1 l a A•f f Bu�Yer and;seller' agree that`ihe `general' terms -and conditlons on the reverse slde, hereof `ale ;art'are' , p of this agreement are thoiou hl 9 Y uncterstdod. 3 se Notrce;' Addttlonal+Ter *• r - •� • ?� ': «-". .• '�,�,� • , tri ,.and' Conditions on Reverse Side. Read Before Signing ^ 9 g —. Buyer tO, Sign -b0t'h sides'.- rf�ti ACCEPTED FOR BUYER By' 41. Submitted By •r++ � ti�i +�'cF.h'?�rl�_+'e ♦5i��,t'�,7C"'rtb .� � A j , r ',+ 1 7 r -'�_—.._— .( title__Ap.proved`By *• ^� '' �`, Mq, ;. q,t. , fl f - -alar•. `�°....,3r,,.i�,,t N- �,,.,,«. ,^ =...'n"• `Mr,»„ .�� , , wt+. +.cj„ ��,• j �.,. _ - , ;f' c f"•-• „••, '. 1k.•.�tF TIB' ? >• y Date.._ $A..:::x:�•ry:.:—:,,.w•'>:.� �• (' §� .y`;, r rC� "°. t •. f ^ i ex ro y r ,ti .r,q t _ , {,, -i `. W a , d, h 1 , '2 vri � ^Wnen,signeat ey�►,h� 8uyar and approved 4 e Mena'q,,ng;off/cer of°th,s Company,'thfs..wilr'constitute a fieri can ..�3 8ti�� �Z �t�act bet�vPen both parties'hereto, for elf aaDor.,arrd`for all m r '-+;ipy*�•y .�, - .*7� r�•+�'+! '� �,,, - ;lw,�'COltd fIPOS off' +,f}, ' "�t i i � ,. r•- „fit aterrafs herein releried to,'•a6cordin.9 in jerros afi(�,• ,• ,ptft e#`, ftn ./'r ;C�_ • ., '�"'i *. Ss f.�.. >L t fR r„•w f!a 3f a:r1+'--. .1+. t .. Ht'�_.t '�. _._. i.- .» � .. +�' �� �S.r.s',� �.+�d _•t.. 1'� Project Tradition Job No. EP 2652 (T 28470) Client Tradition Club Associates Contractor Jones Brothers Project Mgr Mike Allen DAILY CONSTRUCTION REPORT DATE 9/29/97 WEATHER TEMPERATURE WIND HUMIDITY DAY S M T W TH F S Cloudy I x I I I I AVERAGE FIELD FORCE e y Non -Manual Manual 5 Remarks Mike Jones and crew Clear Cloudy Cloudy Rain Snow x To 32 32-50 50-70 70-85 85 up x Still Moder High Report No. x Dry Moder Humid x AVERAGE FIELD FORCE Name of Contractor Jones Brothers Non -Manual Manual 5 Remarks Mike Jones and crew VISITORS Time 9:45/11:30 2:45 Representing City of La Quinta Representing Remarks M. Fuller EQUIPMENT AT THE SITE Johnson 245 backhoe es to traffic, are using flagmen rs one direction at a time, in ep to existing sewer main Je of street, and at median curb wimately X wide; have ad - k is proceeding, contractor ractor has excavated down to nd is not stubbed out on north ary repairs today and continue ill be made; i layout of sewer main con- Ased,contractor to complete of day; Page 1 of 1 Pages le Assistant Engineer I 0) -" AWWd$ o��z � t) co Project Tradition DAILY CONSTRUCTION REPORT DATE 11/3/97 Job No. EP 2652 (T 28470) Client Tradition Club Associates Contractor Jones Brothers Project Mgr Mike Allen WEATHER TEMPERATURE WIND HUMIDITY S M T -W TH F M DAY Snow I X I I I VISITORS I I Job No. EP 2652 (T 28470) Client Tradition Club Associates Contractor Jones Brothers Project Mgr Mike Allen WEATHER TEMPERATURE WIND HUMIDITY AVERAGE FIELD FORCE P"y Non -Manual Manual Remarks Clear Cloudy Cloudy Rain Snow x 2 VISITORS To 32 32-50 50-70 70-85 85 up City of La Quinta M. Fuller X Still Moder High Report No. X Dry Moder Humid X AVERAGE FIELD FORCE Name of Contractor Non -Manual Manual Remarks Jones Brothers Cal Pac Drilling 2 VISITORS Time Representing Representing Remarks 1:00 City of La Quinta M. Fuller Sladden Brett Anderson ' EQUIPMENT AT THE SITE Drill rig CONSTRUCTION ACTIVITIES Sewerline Main - Avenue 52 1:00 Arrived on site, contractor on site on Ave. 52 at location of sewer main line excavation to drill samples from backfill to existing sewer main at 17' deep; due to fact that contractor did not perform backfill of subgrade under compaction monitoring, contractor has been advised to obtain in place field densities of backfill by coring; Brett Anderson from Sladden on site; Cal-Pac Drilling on site to perform drilling; contractor will drill from #2 lane (westbound) at the approximate center of the lane; contractor intends to core and test compaction every 2 feet down to an approximate depth of 10 feet; test results should be expected in a few days; Distribution: 1. Project Manager 2. Field Office 3. File 4. Client F:\pwdept\staff\fuller\inspections\971103c Page 1 of 1 Pages By: Marcus Fuller Title Assistant Engineer I Tradition -Avenue 52 Sewer Connection Slodden Engineering 6782 Stanton AVe., Suite E, Buena Park, CA 90621 (310) 864-4121 (714) 523-0952 Fax (714) 523-1369 - 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (619) 772-3893 Fax (619) 772-3895 November 24, 1997 Project No. 422-6138 CITY OF LA QUINTA DEC 0 2 1997 Tradition Club Associates; LLC PUBLIC WORKS c/o. Winchester Development Company 41-865 Boardwalk, Suite 101 Palm Desert, California 92211 Attention: Mr. Mike Allen Project: Tradition La Quinta, California Subject: Sewer Main Connection at Avenue 52 This report provides a summary of the drilling and laboratory testing performed in the area of the sewer connection excavation along Avenue 52 near the east edge of the Tradition project site. It is ou'r understanding that the area along the north side of the road was excavated in an attempt to locate the end of the existing sewer main. It was determined that the existing sewer had been. previously. extended to the south side of Avenue 52. The excavation was subsequently backfilled but compaction testing was not performed during the backfilling operations.' In order to minimize the disturbance related to the compaction testing of the backfill soils, an exploratory boring was drilled within the excavation area. The boring was excavated -within the west bound. lane using .a truck' mounted drilling rig (Mobile B-53) and hollow stem augers. Samples were obtained within the boring with Cal ifomia- Split -Spoon samplers. The samplers were advanced with a 140 pound hammer dropping approximately 30 inches as described in ASTM Test Method D 1586. The number of blows required -to advance the sampler 18 inches . were recorded in six inch increments at each sampling interval. The blowcounts are indicated on the attached boring log. Relatively undisturbed samples were seated in moisture tight containers and transported to our laboratory for testing. Each'relatively undisturbed sample was weighed in order to determine the unit weight. A small portion of each sample was tested;to, determine the moisture content. The dry density of the samples was then calculated: The dry density and moisture content of the individual samples are summarized on the attached boring log. The maximum dry density was determined idaccordamce with ASTM Test Method D 1557. The field dry densities were compared with the maximum dry density to estimate the relative compaction of the backfill soils. The percent relative compaction for each sample is indicated on the attached boring log. November 24, 1997 (2) Project No. 422-6138 Testingindicated relative compaction varying from 85 percent within the lower portion of the boring .(7 to 10 feet) to 98 percent at a depth of three to four feet. ; In general, the samples obtained within the upper six or seven feet indicated relative compaction above 90 percent and the samples obtained below a depth of.sevenfeet indicated relative compaction of approximately 85 percent. Moisture content was determined=to be fairly uniform throughout the depth of our boring varying from 9.3 to 11.1 _ percent. The test results summarized hereiri are indicative.of the density and moisture content at the location and depths indicated. The testresults should be fairly "representative. of the soils conditions within the excavation but some. variations within the remainder of the backfill soils may exist. The information summarized herein is not intended to provide.a warranty or guarantee of the, contractors work. If you have :any questions regarding this letter or we can be of any further assistance, please contact the, undersigned. Respectfully submitted; SL'ADDEN ENGINEERING Brett L. Anderson Principal Engineer�.,�p Copies: 2- Winchester Development Company 2 City of La Quin67Marcus Fuller Slad d6h 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (310) 864-4121 (714) 523-0952 Fax (744) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (619) 772-3893 Fax (619) 772-3895 November 24, 199'7Project No. 422-6138 Tradition ClubAssociates,LLC C/o Winchester Development Company 41-865 Boardwalk, Suite 101 Palm Desert, California 92211 Attention: Mr. Mike Allen Project: Tradition La Quinta, California Subject: Sewer Main Connection.at Avenue 52 This report provides a•sum=,y of the drilling 'and laboratory testing performed in the area of the sewer connection excavation along Avenue 52 near the east edge of the Tradition project site. It is our understanding that .the, area along the ;north side of the road was excavated in .an -.attempt to locate the end of the existing sewer main:.It'was determined that the existing sewer had.been previously extended to the south side of Avenue 52. The excavation was subsequently backfilled but compaction testing was not performed during the backfilling operations. In order to minimize the disturbance related to the compaction testing of the backfill soils, an exploratory boring was drilled within the excavation area. The boring was excavated within the west bound lane using a truck mounted drilling rig (Mobile B-53) and hollow stem augers. Samples were obtained within the boring -with California Split -Spoon samplers. The samplers were advanced with a 140 pound -hammer dropping approximately 30 inches as described in. ASTM Test Method D 1586. The number of blows required to advance the sampler 18 inches were recorded, in six inch increments at each sampling interval. The blowcounts are indicated on the attached boring log. Relatively undisturbed samples were sealed in moisture tight containers and transported to our laboratory for testing. Each relatively undisturbed sample was weighed in order to determine the unit weight. A small portion of each sample was tested to determine the moisture content. The dry density of the samples was then calculated. The dry density' and moisture content of the individual samples are summarized on the attached boring log. The maximum dry density was determined in:accordamce with ASTM Test Method D 1557. The field dry, -densities were compared with the maximum dry, density to estimate the relative compaction of the backfill soils. The percent relative compaction for each sample is indicated on the attached boring log. November 24, 1997 (2) Project No. 422-6138 Testing indicated relative compactionvarying, from 85 percent within -the lower portion of the boring (7, to 10 feet) to 98 percent at a depth of three to four feet: In general, the samples:obtained within the upper six or *seven feet`indicated relative.compaction above 90 percent'and the samples obtained below. a depth of seven feet indicated relative compaction of approximately 85 percent.. Moisture content was determined to.be fairly uniform throughout the depth of our boring varying. from 9.3 to 11.1 percent. The test'results summarized herein are indicative of the density and moisture content at the location and depths:indicated: The test results should be fairly representative of the soilsconditions within the excavation but some variations within the remainder of the backfill soils may exist. The. information summarized herein is not intended to provide a warranty or guarantee of. the contractors. work. If you have any questions regarding this letter, or we can be of any further assistance, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING 'Brett L: Anderson Principal Engineer Wo. C045389 r" Exp 9-30.98` jirA Y Copies: 2- Winchester Development Company 2- City of La Quinta/Marcus Fuller Tradition - Avenue 52 Sewer Connection Date: 41/3/97 Boring No.: 1 Job No.: 444=6138. --- — -71 o; 0 A, W DESCRIPTION I. A 1 ,4 ' •' REMARKS ) p' 2 a 14 0 b v1 v. I m s v� v �3 . �• _o_ �c, _ o _ -- 3.0" A.C. /.No Base 8/11/15 Silty Sand: BFrown, fie grained SM 102-.0- 9.3 .93 4/7/10 108.0 II' 10.6 98 I. , g_ 5/6/6 100.0 11.1 91 4/4/5 193.0 •9.9 85 ( ' io . 2/3/3 , I 93.0. 11.1 85 - - Recovered Sample ; otal Depth =.10': ;�rNo i I Bedrock j i ! No Groundwater 15 20 i 28 . 30 36 I i • I (' t 40 I l 45 i 50 I _ I 55 • i I • I• I .,