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3655NOTE: With proper validation this form constitutes an CITY OF LA QUINTA .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 April 16, 2002 Subdivision Improvement Permit — Class I I I DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION DUNS PAI. N COMMERCUL HUILDIING/LA QUMU RBTAIZ PLAZA 47-120 DUMB PALMS -ROAD Lk QUINTA, CALLA 92253 (Street address or Description of Location) PURPOSE OF CONSTRUCTION NEW COMMMM WILYMP Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION DRIB APPROACH/ALLEY iWAM AHD SIP= STRM TIE IN DIMENSION OF INSTALLATION OR REMOVAL 23• Z 25' SIZE OF EXCAVATION, IF NEEDED JR/A APPROXIMATE TIME WHEN WORK WILL BEGIN 04/17/02 APPROXIMATE TIME OF COMPLETION 06/15/2002 ESTIMATED CONSTRUCTION COST'$ 100-0 (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: On ATTACHED COHDIT()FS) �C 0NAQ8 V A E4 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 underth,e-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 ter nZ and conditions of the.permit and all applicable rules and regulations of the C' La Quinta and to pay for any additional replacement necessary as the result of this work.` "SI nature of A `"o+ • p•iicant or Agent ORR SUILDERs ' 77-570 SPBINOFIM 1 E mm On pAxar avQmm4 r;A f74ns aAn--Axaa Name of Applicant (please print) u'siness Address Telephone No. NRX0 ORR S M SAWR Name of Contractor and Job Foreman Business Address Telephone No. 693077 01395 Contractor's License No. City Business License No. NAVIT MRS 1HSUBAM CO.— GLI06761 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 VALIDATION 100.00 3655 Permit Fee Cg CR PLAN PERMIT NO. PLAN.. 04/16/02 Penalty TSfl.00 -= Cash Deposit -Surety Bond -tDATE APPROVED �_. if required 11800..00 EXPIRATION DATE 06/15/02 4,150.00 04/16/02 TOTAL: $ . Receipt No. Received by Date Recorded by DATE ISSUED r By 14 P114,y ' �! �libgr(• r-c �'a 1 ��f ,r-�r� tw.a... •� Administrative Authorit �` ,Telephone: (760) 777-7075 Z d SNIJOM OI38fld UlNIf10 U-1:3WUN SStiL-LLL-09L:-131 92:TT NOW 2002-ST-�Idd .., MOTE: With proper validation this form constitutes an CITY OF LA OUINTA 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 IMPROVI;MENTSand APPROVED SUBDIVISIONS April 11, 2002 Subdivision Improvement Permit - Class I I I DATE: Minot• Improvement Permit Class IV LOCATION OF CONSTRUCTION Dutie Palms Commeroail Building / La Quin_ to Retail Plaza 47-120 Dune Palms RoAd - La Quint:a, CA 92253 (Street address or Description of Location) PURPOSE OF CONSTRUCTION New Commercial Building DESCRIPTION OF CONSTRUCTION Drive Approach / Alley Water.,and Sewer Street. Tie In DIMENSION OF INSTALLATION OR REMOVAL 25 t X 25 r SIZE OF EXCAVATION, IF NEEDED Agri' 1-7_ APPROXIMATE TIME WHEN WORK WILL BEGIN • '• 2002 APPROXIMATE TIME OF COMPLETION June 15, 2002 ESTIMATED CONSTRUCTION COST $ / O o,.woa O (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: Sketch (attach construction plans if appropriate) 1:V:! APR 1 5 2002 PUBLIC WORKS 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 Wor will be started, Comply wlth all applicable City Ordinances, the terms and conditions of the permit d a ppl' le rul s and regulations of the City of Le nulnte and to pay for any additional replacement necessary as the result of this hark, n Signature f Appl ant or Agent — ' Orr Builders 77-570 Springfield L - Suite D - Palm Desert, CA. 92211. Name of Applicant (please print) Business Address Telephone No. Arian Orr (760)360-66.32 Name of Contractor and Job Foremen Business Address Telephone No. 693077 01395 Contractor's License No. City Business LicenseZ. Navugators Insurance Co. GL106761 Applicant's Insurance Company Policy Number Z0/Z0 39Vd 300A GSL00PE09L bE:TT Z00Z/ST/b0 The following General. and Special Provisions are attached to and made a part of Permit No. GENERAL PROVISIONS The following shall always apply: ' ENROACHMENP ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quints right of way ONLY. Wbeoever concoction 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. Rubber4ired equipment only shall be used in backfill operations in paved sreaa. If the existing pavement is scarred, spalled, 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 (2') of A.C. surfacing Plus appropriate seal cost as specified above. PROTECTION OF TRAFFIC: All excavations and work areas sball. 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 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'ahall be used immediately after backfill. DEWATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quintn roads, it shall be the responsibility of the permittee (ctjntractor) to control this water and to provide off-street barricades when necessary.. CLOSING STREETS: No street shall be closed. A minimum of one has 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: >i NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. U11LITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints 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 permince. ITTII.ITY 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. PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a dope of 1/4 inch to one foot (1'). R6 GRADE- CMECKING: 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 shallbe constructed in conformance with City of La Quinta Standard I=. Ra DRIVEWAYS: A.C. driveways shall be constructed w 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 bane. Driveway construction shall conform to attached drawing. SIGEIT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. . RIO SOII. S7ERUJUX The area to be surfaced shell be treated with &oil sterilizer. Rate of application shall commply with.the manufacturer's specifications. M ' COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of La Quints may condpct 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 Ls Quints projects. ,1 f SURVEY MONUMENTS: Prior to excavating or beginning of construction, all survey monuments which exist on the J centerline of all streets or property lines when involved shall be completely tied out so they may readily and coffwdy 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 atraight'edge prior to exeavatio:. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no.elkumst u!zes shall excavating equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to beat facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. LIMTT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trt r : before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends sa . 04idays 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 coar action material is actually on the work site. 1 BACKFIll..:4ATERLU. 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 Ls Quints deems ummitable (spongy or saturated. material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by as approved sand or gravel.1 .16 BACKFTLL 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. .17 BACKALL 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 (57l lifts where trenches are of excessive depths. Cr.; :s to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material abali be placed an that the resulting compaction shall be not lees 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. 18 13D COMPACTION TESTS: If so required by the rnspector, compaction tests shall be made at intervals of not more than 1000 feet and a minimum of oae (1) teat on each road: One (1) copy of each teat 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 63.01 of the Standard'Specifications, Division of High- r, s. State of California, dated January 1973; COMPACTION TESTS: If so requiied•by the inspector, compaction tests shall be made for each crossing or.eervice line. One (1) copy of each test sball be forwarded to.the City Engineer for approval sad filed prior to making permanent repairs. Compaction testa shall be made as outlined in Section 6.3.01• of the Standard Specifications, Division of Mgbways, State of California, dated.January 1973. 712V4PORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of 2 inches of SC400 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. PERMANENT-PAVEMENI' 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. FOG SEAT.: A fog Beal 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. 24 TREE RELOCATION OR REMOVAL: Tree relocation within the City -of La Quints 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 th.e 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 bazard 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 oir ' 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. 3655 --- Orr Builders, Inc. --- 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 3 4. Orr Builders, Inc., 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. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance.18.§ 1; 1982), throughout the work site, the Permittee shall comply with City regulated work hours. ' Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m. Saturday 8:00 a.m. to 5:00 P.M. Work shall be prohibited on legal holidays and Sundays. 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 pavement damage to any public or private street and for 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 § I (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. 8. Pursuant to Section 14.16.290 of the La Quirita 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. Special Conditions - Permit No. 3655 Pagel of 4 SPECIAL CONDITIONS --PERMIT NO. 3655 --- Orr Builders, Inc. --- 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. 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. Special Conditions - Permit No. 3655 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO. 3655 --- Orr -Builders, Inc. --- 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. 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 t/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. Special Conditions - Permit No. 3655 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO.3655 --- Orr Builders, Inc. --- D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench sawcut shall be cold -milled to a depth of 0..10 feet with butt joint created next to the existing unmilled pavement surface. The cold - milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: , For longitudinal trenches located in a parking lane: two (2) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: two (2) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. 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 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. 1.7. 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. 18. This permit allows for Precise Grading including but not limited to curb & gutter, fine grading, paving and drainage per the approved plans for SDP 2001-709, dated April 16, 2002. This work is located on the westside of Dune Palms Road south of Highway 111. All consideration should be taken into account to construction vehicles and traffic operating near businesses currently open to the public. 19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 3655 Page 4 of 4 w WEEKLY INSPECTION RAW PROJECT NAME �7eS 77-7/777 DIN PERMIT NO. .� (o �PLAN SET NO. INSPECTOR AL097-Gd 0077712AD-77 DATE JOURNAL OF NOTABLE ACTIVITY & ACTION /GlL/� /o - 17 i ¢ a. �- NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) wYrue rage i oT CONSTACTION ACTIVITY SUMMaY YR MO DATES: thru WORK BY SPECIAL PERMISSION MON TUE WED THU FRI SAT SUN NITE WEEKLY INSPECTION REPCO. PROJECT NAME 7` 12,0 -D v w r s ' T 1-77? PERMIT NO. :�lo^.�S PLAN SET NO. DIN INSPECTOR AIQW3Y2 '` 0m-yJ/QV DATE JOURNAL OF NOTABLE ACTIVITY & ACTION I A �/ FrLiYbi k rt�.�� C < . Tc 777; V ris ro � `S� Vic_ � � l t{ - /a7Z e r azz sjcd e wa 1A i111�: 1 2 9-7 Ct cI(ri v e e a Zve wzlk 14 1,V w cQ 5 2 NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) vyivc I'age 1 of 2 CONSTRI 'ION ACTIVITY SUMMA YR MO DATES: 7 thru WORK BY SPECIAL PERMISSION MON I TUE I WED THU FRI I SAT I SUN I NITE TRAFFIC tT CONTROL Onsite Measures Conforming imp Non -conforming Track -out Cleanu Conforming imp Non -conforming Clearing & Grubbing Earth Moving: Cut & Fill Fine Grading Compaction Testing/Reports ET OV STRE MPR ME NT S E C&G SUBGRADE AGGREGATE BASE AC - BASE LIFT AC -CAP STRIPING & SIGNS TRAFFIC SIGNAL Compaction Testing/Reports Material Certifications AC Design Mix R I OV S WATE MPR EMENT MAINS SERVICES Compaction Testing/Reports Material Certifications SEWER IMPROVEMENTS MAINS LATERALS STRUCTURES Compaction Testing/Reports Material Certifications STORM DRAINS ...::::v:::.::::::::::::::::::::w.�:::::::::::::::::::::::::::::. �:::::::::::::: n....... •.}:;�;.}}.:•:.}••,•:::..}>.. }.. MAINS STRUCTURES SANDFILTERS Compaction Testing/Reports Material Certifications DRY UTILTIES r:>::>::.>::`>:i`•:> z<•'?:r zi::v:}....}: c • • •:. CONDUITS STRUCTURES Compactiiting/Reports Material CtionsN SCAP NG LAD IMEDIANPERIMETE F130 04/02 an„o l of 9 ISVEEKLY INSPECTION REPO PROJECT NAME � 0 DU%lC' -AJ77i 1(,g auip7l f', PERMIT NO. �0 5J�' PLAN SET NO. INSPECTOR70 DATE JOURNAL OF NOTABLE ACTIVITY & ACTION .9-30-02 Zli r e u v 4 s e c cJ - a C% s.r IT G_ e lo-n �7cf 62 10-2-02 2 1 e c� /as ll k cl /2e 077 :56 1.ce 77 /0�F3-02 77CY C'/q s ' !1 a. e v C a /aC'-e. /-7 cyvt�� tiJ�s arf 20� X2D� ��C, alfe7-7 U pS; NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) �y�� rage 1 at 2 CONSTRI TION ACTIVITY SUMMA YR MO DATES: thru WORKBY'SPECIAL PERMISSION MON I TUE WED THU I FRI SAT SUN NITE CON::»>::::>:':<:»»:>;:>::�;#:::<::»�:>:>::>::s:>::::>::>::»::>::>:<:>::>::>::::»:<::<:»»>>::::>::::>:::::»»»:::: :> TEMPORARY TRAFFIC CONTROL ,,.,,...,....:. DUST CONTROL Onsite Measures Track -out Cleanup Conforming implement. Non -conforming implen GRADING Clearing & Grubbing Earth Moving: Cut & Fill Fine Grading Compaction Testing/Rer STREET IMPROVEMENTS C&G $%cl to SUBGRADE AGGREGATE BASE AC - BASE LIFT AC -CAP STRIPING & SIGNS TRAFFIC SIGNAL Compaction Testing/Rep Material Certifications AC Design Mbc WATER IMPROVEMENTS MAINS SERVICES Compaction Testing/Rep Material Certifications SEWER IMPROVEMENTS MAINS LATERALS STRUCTURES Compaction Testing/Rep Material Certifications STORM DRAINS MAINS STRUCTURES SANDFILTERS UTILTIES CONDUITS STRUCTURES MEDIAN I WEEKLY INSPECTION REPCO PROJECT NAME PERMIT NO.—.1�6-6 PLAN SET NO. INSPECTOR a 14)d Y a �8�71 JOURNAL OF NOTABLE ACTIVITY & ACTION �jDATE 27-D I s16 Y 77'Y.97 -n • .5'a u U i 1,d r 7-7 r777 o UY LL- SUS% Yc?�� 771 VCf u /C4177 `OY777 97'e e - v U y SvL- c y vre 1 NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) r i w 04/02 Page 1 of 2 CONSTRI FION ACTIVITY SUMMA YR Q ?-- MO DATES: thru - / WORK BY SPECIAL PERMISSION MON I TUE I WED I THU I FRI I SAT I SUN I NITE MPORARY TRAFFIC CONTROL Onsite Measures Track -out Non -conforming implementation GRADING Clearing & Grubbing Earth Moving: Cut & Fill Fine Gradinq STREET IMPROVEMENTS C&G SUBGRADE AGGREGATE BASE AC - BASE LIFT AC -CAP STRIPING & SIGNS TRAFFIC SIGNAL Compaction Testing/Rel Material Certifications AC Design Ma WATERIMPROVEMENTS MAINS SERVICES Compaction Testing/Rel Material Certifications SEWER IMPROVEMENTS MAINS LATERALS STRUCTURES Compaction Testing/Rel Material Certifications STORM DRAINS MAINS STRUCTURES SANDFILTERS Compaction Testing/Rer Material Certifications DRY UTILTIES CONDUITS STRUCTURES Compaction Testing/ReF Material Certifications PERIMETER I I I I J F130 04/02 pans 7 ni 9 WEEKLY INSPECTION REP* PROJECT NAME 1/`J,/�C5 C/✓�L�S �8�?4/ )0 Oi l'-Xta /� /'ZJLDIN ' PERMIT NO. �� PLAN SET NO. INSPECTOR DATE JOURNAL OF NOTABLE ACTIVITY & ACTION 9/ '71 'O 2- !_ 2- S7o -2-" ( (79 ��C{79 QV /s, C'P677 e Y ,4 /? i ?� S %L /� c- e- u c- z 7Cl Lc 77 7.42,2 e f"<4fiV f� f C' 07?7 /O7.7 GY z7q 7? U r r V r NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) rwnn- -tfw,L rage i oT z CONSTRI FION ACTIVITY SUMMA YR MO DATES: l thru WORK BY SPECIAL PERMISSION MON, I TUE I WED I THU I FRI I SAT I SUN I NITE (TEMPORARY TRAFFIC C (CONTROL Onsite Measures Material Certifications tM DRAINS MAINS STRUCTURES SANDFILTERS Compaction Testing/F Material Certifications UTILTIES CONDUITS STRUCTURES Compaction Testing/F Material Certifications MEDIAN pane 9 nt 7 WEEKLY INSPECTION REPO* PROJECT NAME. /:W 29Y22 PERMIT NO. —? 6 PLAN SET NO. INSPECTOR A u.9r Ci L D777YJt077' DATE JOURNAL OF NOTABLE ACTIVITY & ACTION // 02 �°-1 - a I i= D Y ?? � aU Y Ic� l S. cp. C Y o 5 S 4 v 6;rT /' y7� 2 • • • cJ Y L <1 ass s c.1�14 ei i NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) r»U 04/02 Page 1 of 2 CONSTRI PION ACTIVITY SUMMA YR MO DATES: thru WORK BY SPECIAL PERMISSION . MON I TUE I WED I THU I FRI . SAT I SUN I NITE PORARY TRAFF DUST CONTROL Onsite Measures Track -out implementation GRADING Clearing & Grubbing Earth Moving: Cut & Fill Fine Grading Compaction Testing/ReF STREET IMPROVEMENTS C&G y SUBGRADE AGGREGATE BASE AC - BASE LIFT AC -CAP STRIPING & SIGNS TRAFFIC SIGNAL Compaction Testing/ReF Material Certifications AC Design Mbc WATERIMPROVEMENTS MAINS SERVICES Compaction Testing/ReF Material Certifications SEWER IMPROVEMENTS MAINS LATERALS STRUCTURES Compaction Testing/ReF Material Certifications STORM DRAINS MAINS STRUCTURES SANDFILTERS Compaction Testing/ReF Material Certifications DRY UTILTIES CONDUITS STRUCTURES Compaction Testing/ReF Material Certifications LANDSCAPING MEDIAN IJ Paae 2 of 2 WEEKLY INSPECTIONREPO PROJECT NAME�U7> P T�ci �77-r S PERMIT NO, � (a. � `7� PLAN SET NO. DIN J % INSPECTOR 1 %o tUg y L! �C-12:7 �o7� DATE JOURNAL OF NOTABLE ACTIVITY & ACTION -0 2 I aa/e 4 0 o ;;lc� u /= NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) u4iut Page 1 of 2 CONSTRI PION ACTIVITY SUMMA YR D 2 MO _� DATES: ,�_ thru s, WORK BY SPECIAL PERMISSION MON I TUE I WED I THU FRI I SAT I SUN I NITE ITEMPORARY TRAFFIC .•::::..::::•::::......::::::.....:...:: UST CONTROL:::::::.:::::::: .>:::::.:::::::.:.:.::::::::::::::: •.:::•:::::::.::: Onsite Measures % ER IMPROVEMENTS MAINS LATERALS STRUCTURES Compaction Testing/Reports Material Certifications tM DRAINS MAINS STRUCTURES SANDFILTERS Compaction Testing/Reports Material Certifications UTILTIES CONDUITS STRUCTURES Compaction Testing/Reports MEDIAN PERIMETER F130 04/02 pans 7 nt 7 WNEEKLY INSPECTION REPO PROJECT NAME //7"/'-�2Q ��7p /��777�' -Roll PERMIT NO. PLAN SET NO. DIN > J ` INSPECTOR A/Dt,o 06771 -2;1 DATE JOURNAL OF NOTABLE ACTIVITY & ACTION. I ou6u ; Id I izgi 47/o-1,7 - e�' �• G s : NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) rage T of z CONSTRION ACTIVITY SUMMAW F130 04/02 Page 2 of 2 WEEKLY INSPECTION REPO PROJECT NAME -ZZ 120 PERMIT NO. PLAN SET NO. DIN INSPECTOR DATE - JOURNAL OF NOTABLE ACTIVITY & ACTION / G- 0 2 02 -FoL/77 d .. a 7771 g Zy _ ro f/J�779 a upfi for Orr �'a �� S f/c� S % i d '-s G 'vur�! 9e' O .l 1.tJc-e /f n C//�7 7'4 A fa vwy^. 7- 0 ' P7 7a O C _ e P V c,'r S ? 7c7-J 777,�r17 41e h,4d �'c-777a,vf 5c-,.te7- i le Y,' et<1 L -iTdi- �' r f o �v• S c� CYoS S C Y h � cl frernch oc�f1 9 uYL /, YcP ,7 el s�aH1�l af�,`oa a /b P6.r % 2 �c7Y 7% u 7- NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) UgiUZ Page 1 of 2 CONSTRI TION ACTIVITY SUMMAS YRYD62MO 4L DATES: thru -7_ WORK BY SPECIAL PERMISSION MON TUE WED THU FRI SAT I SUN i NITE RAFFIC CONTROL T CONTROL Onsite Measures conrormmg impiememaion Non -conforming implementation GRADI NG Clearing & Grubbing Earth Moving: Cut & Fill Fine Grading Compaction Testing/Reports STR EETIMP ROVEM EN T S C&G dla 0T 7 SUBGRADE AGGREGATE BASE AC - BASE LIFT AC - CAP STRIPING & SIGNS TRAFFIC SIGNAL Compaction Testing/Reports Material Certifications AC Design Mbc c WATER IMPROVEMENTS MAINS SERVICES Compaction Testing/Reports Material Certifications :.>::. SEWER IMPROVEMENTS :;:.;::;• �•: MAINS, .:::......:..::....::...:.:::::...... ............. LATERALS STRUCTURES 2M DRAINS MAINS STRUCTURES SANDFILTERS Compaction Testing/Ri UTILTIES CONDUITS STRUCTURES Compaction Testing/F Material Certifications )SCAPING \IC r11 A\I . PERIMETER I I 1 F130 04/02 P... ,) ..r WEEKLY INSPECTION REORT PROJECT NAME -'/ /—/2D U ?Jr 86 I7n S Rd, PERMIT NO. -365`- PLAN SET NO. DIN f �1 INSPECTOR /. �O LV�'Y (r CSrYY�%j %a7J DATE JOURNAL OF NOTABLE ACTIVITY & ACTION NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) Flan "''"'4 Page 1 of 2 CONSTRUCTION ACTIVITY SUMM^kY YReOZ_ MO DATES: aZ thru WORK BY SPECIAL PERMISSION MON I TUE I WED -F TH7U FRI I SAT I SUN I NITE IDUST CONTROL I Onsite Measures .......... ................. .. ........... .. ................. . ........... Track -out Cleanup Conforming implementaton Non -conforming implementation Clearing & Grubbing Earth Moving: Cut& Fill Fine Grading STREET IMPROVEMENTS ............................... ......... . ............ . ........... ............. .. .............. . .... C&G SUBGRADE AGGREGATE BASE AC - BASE LIFT, AC - CAP STRIPING & SIGNS TRAFFIC SIGNAL Compaction Testing/Reports Material Certifications AC Design Mix WATERIMPROVEMENTS . ... . ........... MAINS SERVICES Compaction Testing/Reports Material Certifications . .. .... ................................ ..... . . ............... . . ...... . SEWER IMPROVEMENTS MAINS LATERALS STRUCTURES Compaction Testing/Reports Material Certifications STORM DRAINS ...... . . . . . .... . . . . .. ..... . . . . . . . . . . . . . MAINS STRUCTURES SANDIFILTERS Compaction Testing/Reports Material Certifications ....... ..... DRY UT ILTIES . .. ... .... . .. . .. .... . ... " ............. ... ....... ... CONDUITS STRUCTURES Compaction Testing/Reports Material Certifications I MEDIAN PERIMETER F130 WEEKLY INSPECTION RECT PROJECT NAME/ rZ 120 o-n , plyms PERMIT NO. 3l 5S PLAN SET NO. DIN INSPECTOR DATE JOURNAL OF NOTABLE ACTIVITY & ACTION y 2 9 —0 y-36_0 o Cv - ' 4 F! % l U ca C4 -L /—/.79erail e AI.,;jlJj-7-?5E . gd . NOTICE SUMMARY FOR THIS WEEK:. (INDICATE ONLY DATE 8 TYPE OF NOTICE ISSUED IN THIS SECTION) �� rage 1 of 2 CONSTRUCTION ACTIVITY SUMMARY YR MO DATES: thru WORK BY SPECIAL PERMISSION MON TUE WED THU FRI SAT SUN NITS 'CONTROL Onsite Measures Track -out Cleanup Conforming impleme Non -conforming imp ADING Clearing & Grubbing Earth Moving: Cut & I Fine Grading Compaction Testing/F ZEET IMPROVEMENTS C&G SUBGRADE AGGREGATE BASE AC - BASE LIFT AC -CAP STRIPING & SIGNS TRAFFIC SIGNAL Compaction Testing/F Material Certifications AC Design Mbc TERIMPROVEMENTS MAINS Material Certifications °RIMPROVEMENTS MAINS LATERALS Material Certifications iM DRAINS MAINS STRUCTURES SANDFILTERS Compaction Testing/F Material Certifications UTILTIES CONDUITS STRUCTURES Compaction Testing/F Material Certifications MEDIAN PERIMETER F130 04/02 WEEKLY INSPECTION REPORT PROJECT NAME PERMIT NO. , 3 G� 'J _ PLAN SET NO. DIN INSPECTOR �70 UOSY,4 DATE,,JOURNAL OF NOTABLE ACTIVITY & ACTION yJ-�G i'L' 7 7 f 7 U 4- U h� ar71.it 17 70 ) o Y 2 c. ' ?2 P'' e i e 1-7-7 6 LJ IV i 1 e / _ -.ter -71 ri e• l 3 7'a A P 7 NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) vwiuc Page 1 of 2 CONSTRUCTION ACTIVITY SUMARY YR8MZ MO s DATES: thru _ WORK BY SPECIAL PERMISSION MON I TUE I WED THU FRI I SAT I SUN I NITE TEMPORARY TRAFFIC CONT ROL L Conforming implementaton Non -conforming implementation DUST CONTROL Onsite Measures `�t....• •___. �...__ Track -out PROJECT NAME PERMIT NO. WEEKLY INSPECTION REORT DIN PLAN SET NO. INSPECTOR DATE JOURNAL OF NOTABLE ACTIVITY & ACTION NOTICE SUMMARY FOR THIS WEEK: (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) F130 04/02 Page 1 of 2 CONSTRUCTION ACTIVITY SUMARY f YR MO DATES: thru WORK BY SPECIAL PERMISSION MON I TUE I WED I THU I FRI I SAT SUN NITE TEMPORARY (CONTROL Onsite Measures Track -out Cleanup Conforming implementaton Non -conforming implementation )ING Clearing & Grubbing Earth Movina: Cut & Fill WEEKLY INSPECTION RE&T PROJECT NAME DIN PERMIT NO. PLAN SET NO. INSPECTOR DATE JOURNAL OF NOTABLE ACTIVITY & ACTION (NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) Page 1 of 2 CONSTRUCTION ACTIVITY SUMM�RY YR MO DATES: thru WORK BY SPECIAL PERMISSION MON I TUE I WED THU FRI I SATI SUN NITE Onsite Measures T J :3WUN :-131 Ec:ST INA 2002-LT-33a • s Illlllil� a I 6.4 1....tl_. e r s TE: Contractors & Developers 77.570 Springfield Lane, Suite D, Palm Desert, California 92211 760-360-6632...,__..., Fax_ 760-360-5591 FAX TRANSMITTAL FROM: VYI�w NtG�a S J. PAUL INDUSTRIAL BUILDING — PHASE YI Project No. 292-02 Jobsite Phone Jobsite Fax��- a N . OF PACES (INCLUDING COVER SHEET) - A A - d ` . Sent from fax number (760) JC &� - 6 d Z y_ If there are problems with this transmittal, please call our Jobsite Office at (760) G G,riGn To J 629Z . z 091 Sa3G1Ina :AaO Wd oz:2:0 v0r=Z-2T-03Q - 2 d 34Jt1N :-131 62:SZ IdJ 2002-zZ-330 1r- 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12, 13. 14. 15. 16. 17. 18. 19, 20. 21. 22. 23. 24. OFFICIAL PRELIMINARY PUNCHLIST CONDITIONAL USE PERMIT 1996-028 Install-10-� . curb —near —drain. —on North-side,of building-.---- Repair irrigation sprinkler near rip -rap rock on north side of building. Repair slop on retention basin (erosion), possible irrigation break (several locations). Parking stalls at exit doors at rear of building shall be designated as No Parking. Striping on Dune Palms Road to be striped to preconstruction condition. Repair A.C. at driveway on Dune Palms Road. Place handi p signs_in appropriate Iocation-relative to'handlcap-parking-stall— f 1 - j . 1 zo'd AFF•1MartinezMects\Punch119te18OP2001-709.wpd Page 3 of 4 _'a3a1Ina d'=10 Wd TZ:cal ?OOZ-2T-3311 I Test No. Locationt i Y, Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % 6A . � ..� 7 ,� 1, . �� . 5' �. � � 5 11 �• a 170 , t 101 _ I 10?• 6— c a ^-"+°%+€ic.V.-`��c��I'��i: c3 e��s"k`•:w�::bsQ. r.,�_.-.a..�.i'.:r,y�+�.0 -,f =.:. e�.5=.i'� -�: ,a„�7 ;§ra-,,,�:,. .....�e;'P�F''�£i i^^ty'.^-k�'4':�''r'�=.t :.^.c...w-••�,.� I� of Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date Job No. r'z2. - FIELD MEMO Project Name �•_ ; }% Site Address Job Phone Work Done Client: C.L. RECE ED 00 1 W IRR BUILDERS Test Summary/ Footings Inspected X\0 L� t. .1 Comments Tech. 24 hour, notice requested to schedule Field Technician. Thank you for the :SuperAor Agent--- ity to be of service. SSIadden Engineering 6782 Stanton Ave., Su * ite A, Buena Park, CA 90621 (714) 523-0952 Fax (714)*523-1369 39-725 Garand Ln;, Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760)772 -3895 Date Job No. FIELD MEMO 1 Project Name cl)vke? to 1q,4r-m PLC Client: R Site Address Job Phone Work Done ... Test Summary / Footings Inspected orl Div Ine Test No. RECEWdr-oMi8n Elev. Elev. Dry Density Moist, % %Relative Compaction Ref. Max "Ref. Max pcf pcf Moist % OCT 0 ^A 1212 17. G C115 J 2 ORA gi pill r% 'a) a LO ct q,. )7 4qql C 7, ;1 Comments Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. 4�. 't�44�.i" �� . � ; a�-•� �a�... �� y "fiY^.l,�n�y��. � 14 ';,� ��t.�llr.��. { 7xt`-.-CJ��. <y�.'., ^tiY.�}•,1-!Fa � :.!'4•iYta'r"M� Slodden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895� Date 2 Job No. t. FIELD_ MEMO - Project Name �°i't� ^?� � tkl-t �j Client: O P R Site Address x. Job Phone Work Done Test Summary / Footings Inspected Test No. .4 ..; Location • " Elev. . D,ry! .: Density Moist % " % Relative Compaction Ref. Max pcf Moist % T V ) Y.6 14,-6,� ) i�d. 6 S. ! �` GIFT (3 Ij.`� LI ti 7 } .mil r l l 17Lq,r) ((j•61 ! V Comments_%. Field Tech. t Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. Sladden En9in''eeHn*9' 6782 Stanton Ave., Suite A, Buena Park, CA 90621 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (714) 523-0952 Fax (714) 523-1369 (760) 772-3893 Fax (760) 772-3895 Date Job KI FIELD MEMO Project Name 0)u 0 '0 Z-I' S Client: 0 rz Site Address Job Phone Work Done 40 ' Test Summary / Footings Inspected Test No. 1-11 - % Location 14M A Elev. Dry Density Moist % %Relative Compaction Ref. Max Pcf Moist % 5'C /04,10 a qG 0 7i;� 77 �/O. I IAJ� 9.7 04 I (I V. 3 4"' cj it) L-f Y. 1, 7 comments . I j1 A 0CLO 24AW N Field Tech. Super.. or Agent L 2 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. �.+rg•..yiw� WSladden Engineering 6782 Stanton Ave., Suite A. Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1389 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date -,G Job No. 5 7-2 �� 7 FIELD MEMO Z Project Name „-- e 16L Client: O P Site Address RECEIVED Job Phone Work Done • ` " Ule�ll 15 0 Ill 61 OP wok Test Summary./ Footings Inspected comments O Field Tech. Super. or Agent ' I 24 hour notice reaueSted to Schedule Field Technician. Thank vrni fnr tha nnnnrtiinity to ha of carvir:a (WSIddden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln', Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Yr Date Job No. ZOZO, FIELD MEMO AProject Name V, Client: OR Site Address 16bPhone Work Done 67. Test Summary Footings "Inspected A Test Location 4 Elev. Elev. Dry Moist %Relative Ref. Max Moist No. r Density % Compaction Pcf % 15, 6h. /D6125 q7- I I �1 eI t 1111A C I i q )64 X C omments Field Tech. 4. Super. or Agent 24 hour notice requested to schedule, Field Technician. Thank you for the opportunity to be of service. .12 V i r Sladden Engineering ., 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln.; Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 a Date Job No. .5 � � - �n f, FIELD MEMO Project Name ,- i < �A Vl--, ` � � Client: Site Address Job Phone Work Done o' Test Suminary / Footings Inspected Test No Location El.* Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % 1 1 Comments Y ��..C� 4•V AC' 3 Sc a 4 F:. y Field Irech. Super. or Agent r; 24 hour notice requested to schedule Field'Technician. Thank you for the opportunity to be of service. Sladden Engineering 52 Fax (714) 523-1369 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (7 14) 623-09 (760) 772-3895 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax Date Job No FIELD MEMO Client: Project Name Site Address Job Phone Work Done r -- /'- -�' Z- Test burnmery f rowil-wo I110F wUF- Location Elev. Dry Density Moist % % Relative Compaction Ref. Max Pcf Moist % Test No. Comments 4�1 Field Tech. Super. or Agent 0'%A rarm,*Qfarl tn Qnhwitile Field Technician. Thank you for the opportunity to be of service, k� SIodith Ch ineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 j 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 1 Project Name / �- / 14Z,4 Site Address Job Phone Work Done Test Summary / Footings Inspected Date lQ Job No. FIELD MEMO Client: RECEIVED AN 0 6 2002 ORR RUIl pERS Test No. Location �" Elev. Dry Density tY Moist % % Relative Compaction P Ref. Max P cf Moist % Zia 14,141:1 C. /G / / X �' ,� � 0 L 7_74W11-7 ` ,mil 4 7 �;71' _WT t Comments r, Tech. J� n Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) .523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date Job No. FIELD MEMO Project Name ., 0 i, A Client: e P RECEs j/per_ Site Address . n j---- Job Phone s�1lt= Work Done Test Summary / Footings Inspected Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % 3 li : U- r, L c 110 wrnmen is T Fiel Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. va non -complying fill whic ong wi site. ntl,r . Deprse s ess resulting from these removals should have debris and herein. Dep filled with suitable fill soils compacted as recomm = - -removed .and be.,_ underlying soil has been ted. , No compa�c = fill should. tie'.plaq unless the g observed by Earth Systems Consultants 3. In order to help minimize potential settlement problems associateld Ear h structures supported on a non -uniform thickness of compact ed -fil?ns Systems Consultants should be consulted for site grading rec ere oo relative to bacl�illing large and/or deep depressions constting from ruction lion should be under item one val above. In general, all prop supported by a uniform thickness of compacted soil. original 4 • Building areaser. The should be overexcavated to -of two feet below e or_two feet below the bottom of_the footings-, whichever is_deepmois e grad exposed surface should be-scarified—to�a _depth— 1 inches, rcent of um density. conditioned and recompacted to=a a n layers at near optimum The previously removed sods should placedty. moisture content and compacted to at least 90 percent of maximum dfeei of soil intent is to have building foundations supported by at least threecompacted to at least 90 percent relative compaction. 5 grading ding recommendations apply to building areas and to areas at least five feet beyond building limits. 6 Auxiliary structures including freestanding or retaining walls should have the per item four above. The existing soils beneath the structure processed� eet beyond the footings. If plans for grading recommendations apply provided for our review, these auxiliary structures and walls are p recommendations may be revised. losses include shrinkage and subsidence along with clearing 7 . Potential graduig� g the investi ation losses. Based_.upon- the information �b�ea e _o_s_ses on the order�� sum ariZed ink port, we would expect shrink ged `25 er rcent for the upper five feet This is bas 3-)on compactive e 94 n to ppercent to produce an average degree of compaction of approximately Subsidenceu is estimated at and will vary depending upon contractor methods. two tenth (0.1) to three tenths 0.3) of a foot. B . Site Deve?opment - Qgngral 1. The following general recommendations listed in this section are in addition tD those listed in the "Grading" section A above. 2. All rocks la rger er than eight (S) inches in greatest dimension should be removed from fill or backfill material. Import soil used to raise site grades should be equal to or betTct` than on-site lil l not . �npo •_�,�.t ► charac�� _ ;report soil expansion, and itiA Ya ..:J�• _s -r . etrPn nth _ ;+a"'+n-+s�va--r'r++t'^.'i"'J+y.r.�.�-1`.w.,Fi-'* rr-�W�"`h�"`^"r•"'"--'^'i�.-7+.•...:-:-Frn-..�-.....----^--"��Y'.".^i"r,.F:-.kk .'�'i-�'-'� r Sladden ` ngi.neering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) .772-3895 Date '/ 2 3 Cr7__ Job No. 522 - ZCIZ6 FIELD MEMO Project Name &AG Client: Site Address Job Phone Work Done . COUTCCA(-J�'C Test Summary / Footings Inspected Test No Location /� Elev. Dry Density Moist - % %Relative Compaction Ref. Max pcf . Moist 1 i r h Comments e Y field Tech. Super. or Agent t. 24 hour. notice.requested to schedule Field Technician. Thank you for the opportunity to be of service. `aj,"'',�w''-�.,�i--.s�3F.+r�-'a.?' .. _-w,.:trfis--;riG'w,.t•%F-,.�>.ww---�. Sladden Engineering t: 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (7.14) 523-0952 Fax (714) 523-1369 �. 397725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date ' 2S -GZ- Job No. �Z Z - ZGLO FIELD MEMO Project Name �cJ►a.. P401 IA-5 . r+ ?.-on Client: Site Address Job Phone Work Done IN Test Summary / Footings Inspected Test No. Location l Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % .i) / '7 1 Z --�1 z 7.57 11 3' .0 S / ► s 1 G , �` 66)f1 3',354 /Gl' z 7 • z 7 lil U V VW P `/. l 16 - 5 sS A_1 Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician:- Thank you for the opportunity to be of service.