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3777NOTE: With proper validation s 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 J Subdivision Improvement Permit — Class I II X DATE: Octc -A--r' 30 2OD2 Minor Improvement Permit Class IV i LOCATION OF CONSTRUCTION Off>3Ste'stxeet imacoye omits fcr '. rilmy Avg 60 h*-wan Ma&sm and MontaA - k (Street address or Description of Location) PURPOSE OF CONSTRUCTION Sit iillkT;r'O1FPAMtA fCw AvkRo J60 Sketch (attach construction plans if appropriate) -'" DESCRIPTION OF CONSTRUCTION Street iiitm'aIN.9fients 3x> iuding "m ATTACHM SpBCXAL CNi!$` ajS * 'i0mb/outte+r. Median iRLyv s sed now nq"y"t DIMENSION OF INSTALLATION OR REMOVAL 70 fit X S. 300 ft II t 4 SIZE OF EXCAVATION, LF NEEDED APPROXIMATE , TIME WHEN WORK WILL BEGIN w u :D W i NOV (l L. ; ilil/ APPROXIMATE TIME OF COMPLETION J'n� 30 2003 CITYOFLAQUINTA -1 ESTIMATED CONSTRUCTION COST $ 279,�157•I© FINANCEDEPT:. (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) Inconsideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend' and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all 'penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this -work. i Jeff Davies - Gr=jte Name of Applicant (please print) Signature of Applicant or Agent 38000 Moat "M Indio, CA 92300 60.775.7500 Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. 89 , 02501 Contractor's License No. City Business License No. mC wy & Hods o> Cxii 1 8915 66 $9 Applicant's Insurance Company t. Policy Number FEES Subdivision Improvement'Permit — Class I II f Public improvements: 3% of estimated construction costs ,Private improvements: 3% of estimated construction costs Minor, Improvement Permit - Class IV: See attached schedule Inspection Fee $ 6,.38•71 Permit Fee 100•00 r :t Penalty t Cash Deposit -Surety Bond if required ' TOTAL: $ 8,9$3.71 I Receipt No. Received by --,Date Recorded by f1 93777 PERMIT VALIDATION 37777 PERMIT NO. October 30, 2002 DATE APPROVED �'� `EXPIRATION DATE» 30, 2003 DATE ISM�SUEE�D '' )ctOber 30, 2002 By-r'✓f�J� o � , I+k. =, Assistant AdmI i`nneet i at ve Authority ..Telephone: (760) 777-7075 The following General and Special Provisions are anacbed to and made a part of Permit No. 3778 GENERA].. PROVISIONS The following shall always apply: ENROA(34FJNT ON PRIVATE PROPERTY: This permit authorises 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 authoriretioo must be secured by the permutes prior to starting work. TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying concoction equipment shall not be permitted to operate on any paved surface unless fined with emooth-faced street pads.' All mechanics] outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment.only shall be used in backfill operations in paved areas. If the existing . pavement is scarred, spelled, or broken during the term of this contract, or if the pavemenl.is marred, City of JA Quints @ball 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 barticaded as deemed necessary by the City Engineer or La Quiota City Public Works inspectors. Suitable detours and detour signs &ball be placed and maintained for the duration of the project. The City shall be Dotified.24 hours in advance of any traffic detours or delineation. '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 is ]rind. In the event it becomes necessary to remove or cut existing drainage structures, City of Le Quints &ball 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•operatiow shall be removed from the Might 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 e1<ces& material shall be .removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions anal shall be used immediately after backfill. DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quints roads, it shall be the responsibility of the perminee (contractor) to control this water and to provide off -$Vest barricades when nmesaary.. CLOSING STREETS: No street &ball 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 fell'by the permittee that he 'must close a street for any length of time, perminec shall contact this office to obtain the necessary permimion. SPECIAL PROVISIONS The following shall apply wJQ0QQQJQP 760.777.7097 R11 NOTIFICATION: Permittee shall notify the City at ( 61 least 48 hours in aavaace of starting construction. RZ UTIIJTY CLEARANCE. (Substructures) Prior to making any excavation within the City of La Quints right of way authorized by permit, the permittee &ball contact all concerned utility companies relative to the location of existing substructures. Damage to existiog substructures resulting from operations conducted under this permit $ball be the sole responsibility of the permittee. R3 LTTIIJTy CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The perminee shall notify all concerned utility companies of the proposed work. A4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with inebes of A.C. paving placed on inches of class aggregate subbase course having an'R' value of Dot leas than abd in conformance with City of Le Quints Road Improvement Standards and Specifications; Ordinance 0461. R'5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of 1/4 inch to one foot (I). A6 GRADE-CHECKIING: City of Le Quints @ball 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) iball be. removed. Curb and/or curb and gutter shall be saw cut prior to removal. Degreased curb, matching concrete -goner and concrete driveway approach shall be coostructed in conformance with City of La Quints Standard IM07. Rg DRIVEWAYS: A.C. driveways shall be concocted w not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be 2 1/2 incbee of A.C. paving placed on `_) of clans ' aggregate base.' Driveway. construction $ball conform to attached drawing. R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. RIO SOE. S71VUL MU The area to be surfaced shall be treated with soil steriliser. Rate of application shall eommply with.the maDufacturer'a specification. -- 1 11 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of La Quints may conduct in This area during the period of this permit. Work shall be coordinated.with the State or City of La Quints forceg,to preclude delay or interference with State of City of is Quints projects. 12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all .survey monuments which exist on the centerlioc of all streets or property lines wbeD involved shall be completely tied out so they may readily end correctly be replaced by a licensed civil engineer or surveyor at the expense of the permutes. A complete set of Dotes 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 completioD or replacement of all .survey monuments for proper project clearance. . 13 PAVEMEfJT 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. 14 LUMT OT EXCAVA7IONS: Excavatipns 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 determioe the suitability of excavation barricading in each case, .No excavation @ball remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. 15. BACXYUL MATERIAL: Backfill shrill be free of brush, roots or other organic substance detrimental toits use for purposes of producing an adequately consolidated backfill. Any material which the City of I.a Quints 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. 16 BACXIU.L 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 BACXYIil , 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 (57 lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is Dot subjected to extreme swell by flooding operations. Backfill material ting ahall be planed so that the resul compaction shall be Dot less than 90 percent or equivalent to We 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 watar. Where jetting is used, the jets shall be of sufficieot length to reach the bottom of each layer and the water supply shall be continuous. 18 C0MPACT70N TE-M: If so required by the inspector, compaction tests shall be made at intervals of Dot more than 1000 feel and a minimum of Out (1) test on each road: One (1) copy of each tut &ball 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 I-ligbways, Stale of California, dated January 1973. 1.9 COMPACTJON 7ES7'S: If so required -by the inspector, compaction tests shall be made for each crossing or eervice 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 Seclio'D 6.3.01-of the Standard Specifications, Division of Highways, Stale of California, dated January 1973. 0 TU"POR"Y PAVEMENT REPAIRS: After completion of backfill and compaction operations, a tem consisting of 2 inches of SC400 shall be pieced on a prepared subgrade. The SC-800 tempopavingshall lbbe plmaced after a rnaxiteum of 3000 linear feet of trench has been excavated and backfill operations completed,bu in Do case shall the placement of the temporary pavement exceed a five (5) day IimiL 1 PERMANEKT•PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two incbes (21 of SC-800 shall be placed immediately. A permanent patch of ioches A.C. surfacing placed on s iDcb class base shall be placed no later than days after completion of temporary road repair. 2 FOG SEAL: A fog sea! coal consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Eoginecr. 3 STREET RESnUPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced'upon completion of permanent repairs. L4 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 basard 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. Treea 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 bole shall be backfilled and thoroughly compacted as specified in the following paragraph. Wbere 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 leas 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. PERMIT NO. 3778 Resort Communications, Inc. In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14,16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and,to the satisfaction of the City Engineer. 2. Resort Communications, Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 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: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays.and Sundays. 5. Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way. 6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan 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 No3778_ Page 1 of 4 PERMIT NO. 3778 Resort Communications, Inc. 8. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § l (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lane of paved surface shall be maintained at all times. 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 10. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. Special Conditions - Permit No3778_ Page 2 of 4 PERMIT NO. 3778 Resort Communications, Inc. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench,.the tests shall be no closer,than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: - A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. Special Conditions - Permit No3778_ Page 3 of 4 PERMIT NO. 3778 Resort Communications, Inc. 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'/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut 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 (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: two (3) 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 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour 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. 17. 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. The City tof La Quinta reserves the right to revoke, suspend or void this permit at any time. 19. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. Special Conditions - Permit No3778_ Page 4 of 4 _._ ..� _ ..� 1 ,MEEKLY INSPECTION REPce PROJECT NAME 7-j /o �, y 1-7 Ile 6 a PERMIT NO. 772 PLAN SET NO. DIN INSPECTOR _ AQ W ,I Yd ( C3777 Y1/I'%7 DATE JOURNAL OF NOTABLE ACTIVITY & ACTION 3- ® //- jy-02Ve-golig7ln w& trnl Y O f7 e / c NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) uut Page 1 of 2 CONSTRAnON ACTIVITY SUMMAO YR MO DATES: thru WORK BY SPECIAL PERMISSION IMONI TUE IWEDI THU FRI I SAT I SUN I NITE TEMPORARY TRAFFIC CON TROL .......... .. ............ 'CONTROL Onsite Measures Compaction Testing/F STREET IMPROVEMENTS C&G SUBGRADE AGGREGATE BASE AC - BASE LIFT AC -CAP STRIPING & SIGNS TRAFFIC SIGNAL Compaction Testing/R Material Certifications AC Design Moc WATERIMPROVEMENTS MAINS SERVICES Compaction Testing/R Material Certifications SEWERIMPROVEMENTS MAINS LATERALS STRUCTURES Compaction Testing/R Material Certifications STORM DRAINS MAINS STRUCTURES SANDFILTERS Compaction Testing/R Material Certifications DRY UTILTIES CONDUITS STRUCTURES Compaction Testing/Ri Material Certifications MEDIAN PERIMETER F130 nnlno vatic d. V1 . 0 WEEKLY INSPECTION RE&T PROJECT NAME /Y ✓e rio O DIN / PERMIT NO. -37 7 7 PLAN SET NO. INSPECTOR /-/O W 9,I C/ Ll C17w bfd-77 DATE JOURNAL OF NOTABLE ACTIVITY & ACTION Plli 7-D i yam, ci 2`e7-74T(f 14O 677-t 227 dl'sow fo 77707 aYe NOTICE SUMMARY FOR THIS WEEK: (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) u4iud Page 1 Of 2 CONSTTION ACTIVITY SUMMSY YR MO DATES: thru WORK BY SPECIAL PERMISSION MON I TUE WED THU FRI SAT SUN I NITE TEMPOR ARY TRAFFIC CON 'CONTROL Onsite Measures Track -out Cleanup Conforming implementaton Non -conforming implementation GRADING Clearing & Grubbing Earth Moving: Cut & Fill Fine Grading Compaction Testing/Reports STREET IMPROVEMENTS C&G SUBGRADE Url� AGGREGATE BASE AC - BASE LIFT AC -CAP STRIPING & SIGNS TRAFFIC SIGNAL Compaction Testing/Reports Material Certifications AC Design Mix WATER IMPROVEMENTS MAINS SERVICES Compaction • Testing/Reports Material Certifications SEWERIMPROVEMENTS MAINS LATERALS STRUCTURES Compaction Testing/Reports Material Certifications STORM DRAINS MAINS STRUCTURES SANDFILTERS Compaction Testing/Reports Material Certifications DRY UTILTIES CONDUITS Material LANDSCAPIN MEDIAN PERIME' "`""� Page 2 of 2 . PACIFIC SOILS ENGINEERING, INC. I FIELD DENSITY TEST RESULTS n Project: �o, �''1�-� G l�(y, n tom. Work Order: 5PD90-7 " Tract: Contractor: Client: '5H-.f1 m�`•'t � .,. Technician: ��� Field Report No:: _ Date Test No. Location Elevation or Depth Moisture (%) Dry Density (p.c.f.) Rel. Comp. (%) Soil Type Test Type (S/N) Proj. Spec. Pass or Fail Opt. Field Max. Field CJ(V i' 1194 57C., f 13Aso 1 09=`;1 99•0 96 r 3.9 1q•41 iOA3.5 103.3 IS lfLi3 SL r 1 Su 13.01 Ic7O.5 103 Gi5 s AIN 5 ., 11 3 11.6 11-1.7 1 S c15 i' 11015 56 a3�5� , 13.9 1q. I oz -5 11,)3 S 95 N � A f 196 5 +�;� ara�c�o �' ►� 2 1�.7 ioa. � �-7 -7 9S Y ?\J g5'Ae .. )19-7sL7 ,. ,. ��+`s�-=" i �i Ialc� ►� ta. °1� cc_ CIS 3 14-0U ' • _ � 13.01 1 q; to 100.5 fTu 15 i�`r; r N QcJ 35 t so .. j 13,9 61 10�) 5 1oy. a 96 X N 95 � C�005(a � � 3�r+ov � �� � Jy 5 � uv•� lu3. 7 R5 XN cJS P Iao i �S+So' 11.E 11.9 Ill-7-1 1)X.1 (q 'C c N 95 avast' �11+av / 'f3 .3 11-/. 711'3.-�- qb o3.5(� zY345o ; 11.3 0 -7 11-7 .7 119,6 G 5 c C M 1-1b-+ Oo ) 3 l a - l 117 •-7 Ill . 15 c c iv' q15 V 1�USsc, �T Ll�yFSv 11 3 11.5 It'7--? 113, 0 C S CC, N CIS Notes: - Field Technician: Reviewed by: 1/ (rAazzfiles\testshtl.sam; 3/96 a M PACIFIC SOILS ENGINEERING, INC. FIELD DENSITY TEST RESULTS Project: t l 0-,--� �: 0- ; n.lc. Tract: `� J Contractor: Ir an Technician: `1'>01 c, C_c'J 7 Work Order: '7 o o S 0-7 - Client: 11,E M S Field Report No.: Date Test No. Location Elevation i or ' ' Depth Moisture (%) Dry Density (p.c.f.) Rel. Comp. (%) Soil Type Test Type (S/N) Proj. Spec. Pass or, Fail Opt. Field Max. Field {1 (o5(-, n In() 0n,1A OoJ r^ '51-4 6.7 9.7 1 )(-, L1 IDO -S q1 S V N Gi5 I P 53 13 -7 Q •o t�(� i( l�l,( �iy I N 1atJ5� 7 5h+c�o a i�b �( ►av-a ,c{ >\f '5 5-0� v 10.C,1, L/ ►-al 9S ( � 1 0,5i C�1+oU r 8 7 laa q � \% �l� 1° Notes: a w Field Technician: Reviewed by: c:sazzfiles\testshtl.sam; 3/96 C PACIFIC SOILS ENGINEERING, INC. FIELD DENSITY TEST RESULTS Project: ��wn Tract: `/ Contractor: f cf) J-e- Technician: � 70 C-' (!�ts2 Work Order: 5o052-7 V Client: 5 Fn tt/t-c f- Field Report No.: Date Test No. Location Elevation or Depth Moisture (%) Dry Density (p.c.f.) Rel. Comp. (%) Soil Type Test Type (S/N) Proj. Spec. Pass or Fail Opt. Field Max. Field I 12B 93 oo F; 5 G.9 7 137 �6 13. 3 95 1 5 N �5 p 02 6 , / a t -A oc-� 1 � (o `7 t3-1 131 • to 95 I l l 271-/ 3rr 4oJ & .9 G•9 13� � ,3a, a �(0 12758 f4 Co-9 -7. 0 137 � 131 `6 9 5 i &.9 7 2 137. S 131•0 95 ` 1-dq 000 C -9 10•'6 )37 ') t ad. LI q1_1 ►a�iaF3 t-3+00 Cog 6-9 137. ►a�3.°b �-- 1a93 P 415+00 i 7 3 13-7U ►3l l� �'S { 97100 (6-9 13-1-96 13;) •v � l f q91 00 % (o9 7-4D )3-7. 91. 1 (0 f 1 ,r-)q bB 51 f- 7. LI 137 S 131 ! f` 3 -dq7 fj 55 f cac7 �1 7 i 137. 91 1-3) C,2 kq5 l�00 594 & 91 7•LD P910 fo ci ) & ' 91 Notes-:V )aVDR G{3 4 o0 Y =LU 1 137 131 -5 9' Field Technician: Reviewed by: caazzfiles\testsht1.sam; 3/96 PACIFIC SOILS ENGINEERING, INC. FIELD DENSITY TEST RESULTS Project: Work Order. Tract: Contractor: Client: Technician: Field Report No.: Elevation Moisture Dry Density Rel. Test Pass Test or (%) (p.c.f.) Comp. Soil Type Proj. or Date No. Location Depth Opt. Field Max. Field (%) Type (S/N) Spec. Fail Notes: ' Field Technician: Reviewed by: c:%azzfiles\testshtl.sam; 3/96 TRANSPORTATION DEPARTMENT RIVERSIDE COUNTY Phone (909) 955-6876 MATERIALS LABORATORY -� REPORT OF COMPACTION TESTS PROJECT NUMBER 41 -5 '• 74' PROJECT AREA DATE TIME INSPECTOR j FIELD OPERATOR S STREET LOT # OR STATION DIST. & DIR C/L ELEV TO F.G. TYPE MATL FROM % R.0 REQ TEST NO. MOISTURE % DRY DENS. CORR % REL COM IN PLACE OPT IN PLACE MAX )2= li 0 y.rti ivC/vn gf 4 L. v.+.� .2C4 C v t Type of Test j'r✓ • �� `�t-% �c r ��� Gauge No. Test Depth Corrections Trench Std. Block Notes: 1"lle I vZ 54/»y;7/[ > vr" =-o./ F"c.✓ -;L L r -CA ,.) t ri '.Il j Off �r4.�, '/t n�,�� RD FORM MO (Rev 4/98) 7L0 775-9Z29' Arlr4t•v.-i r- ev,vc"5 PACIFIC SOILS ENGINEERING, INC. FIELD DENSITY TEST RESULTS Project Work Order: Tract: Contractor: Client: Technician: = Field Report No.: Elevation Moisture Dry Density Rel. Test Pass Test or (%) (p.c.f.) Comp. Soil Type Proj. or Date No. Location Depth Opt. Field Max. Field (%) Type (S/N) Spec. Fail Notes: Field Technician: Reviewed by: c;\azzfiles\testshtl.sam; 3/96 Project: Tract: - 1] PACIFIC SOILS ENGINEERING, INC. FIELD DENSITY TEST RESULTS V..-\ Contractor: _ l.-� �, r Technician: Work Order: Client: .2 � r Field Report No.: Date Test No. Location Elevation or Depth Moisture (%) Dry Density (p.c.f.) Rel. Comp. (%) Soil Type Test Type (S/N) Proj. Spec. Pass or Fail Opt. Field Max. Field I U? 1 3 C �d,+ �1✓ F 5• {;.(� 1-'1 f q�� -�t N 1� r 95 r ; 9 3ia 1)`0c _> 95 r .13 7 ; 5 =; �, J �Y3AC 1+�0 0 6",5 I � r 1 ' t, f Do r Notes: ► � t yr�,% � � _ ; ,, r1. r. ,r w, . , �- i .r � ,1_ -�. �•� . { l n r � -ten+ r. ] .l l • Field Technician: Reviewed by: r , ter cAazzf,les\testshtl.sam; 3/96 n s PACIFIC SOILS ENGINEERING, INC. FIELD DENSITY TEST RESULTS Project: _T (• Tract: Contractor: _Technician: �Po,A Cc cr-2 Work Order: -JE;0'Z�5D-7 b Client: Sf y) h�r1�M Field Report No.: Date Test No. Location Elevation or . Depth Moisture (%) Dry Density (p.c.f.) Rel. Comp. (%) Soil Type Test Type (S/N) Proj. Spec. Pass or Fail Opt. Field Max. Field 1-5tt -6'a �3L111 /� �ve ( S-) 4-ov S r% v _29 3S AC qi5 �J ) 335 � 1 100 I-S . ��%� U J i7 `� � C � � f� f Notes: tJ1r� _ tyt01 n0s r Field Technician: Reviewed by: I/ � cAazzfiles\testshtl.sam; 3/96 #SCIFIC SOILS ENGINEERING, 10■ , 10653 PROGRESS WAY, P.O. BOX 2249, CYPRESS, CA 90630 TELEPHONE: (714) 220-0770, FAX: (714) 220-9589 TOF 7 ................................................................ -1 ................... .................................................................... W.0 ........ . . .. ......... I ......................................... L................................................................. DATE........... ...... ............................................. ............................................................................................................................... .......... .............. .... .......... . ....... ......... .. ..... ..................................... .............. ........... ........................ .......... ............................ %el ........... ................ ............................................ . ................................. ..................... ............................ .................................................... ... .............. .............. ............. ........................................... ....... ............................... . . . ..................... .......... ............................................. I .................. ....................... ...................................... .................................................... ............................................................................................................ ..................... I ..................................................................................................................................... .. ................... ........ ............................................................... .............................................. ............................................................................................ ............................................................. BY .......... ....... DATE ................................................................................ SIGNED .............................................................. INSTRUCTIONS TO SENDER: 1. KEEP PINK COPY 2. SEND WHITE AND YELLOW COPIES INTACT. 3. GOLDENROD FILE w WEEKLY INSPECTION REP PROJECT NAME �y �' 0 "' jam$ TTIa 1 7? PERMIT NO. 7 PLAN SET NO. DIN INSPECTOR A16 W 8 Yd C _ 6777 pk--n DATE JOURNAL OF NOTABLE ACTIVITY & ACTION /1 O? I to ,• s �z� i y c ��7 �7 w e U 7ovfe '/o 1-70y' Li bout i f r -;7 e o )� are G G1t z� a c cye NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) r io 04/02 Page 1 of 2 CONSTRLWON ACTIVITY SUMMAO YR_ MO DATES: thru , WORK BY SPECIAL PERMISSION MON I TUE I WED I THU FRI SAT I SUN I NITE TEMPORARY TRAFFIC CONT ROL — :........ DUST CONTROL Onsite Measures Track -out Cleanup Conforming implementaton Non -conforming implementation GRADING Clearing & Grubbing Earth Movina: Cut & Fill STREET IMPROVEMENTS C&G SUBGRADE AGGREGATE BASE AC - BASE LIFT AC -CAP STRIPING & SIGNS TRAFFIC SIGNAL Compaction Testing/F Material Certifications AC Design Ma WATERIMPROVEMENTS MAINS SERVICES Compaction Testing/F Material Certifications SEWER IMPROVEMENTS MAINS LATERALS STRUCTURES Compaction Testing/F Material Certifications STORM DRAINS SANDFILTERS Compaction Testing/F Material Certifications UTILTIES CONDUITS STRUCTURES MEDIAN uwuz Page 2 of 2 WEEKLY INSPECTION RE&T PROJECT NAMES �<y �O D DIN PERMIT N6.9 / V PLAN SET NO. INSPECTOR �/O U-) 6 Y Oeg771 h /9`YI DATE JOURNAL OF NOTABLE ACTIVITY & ACTION s 7'7i7 77;1i7- c r rr c aek NOTICE SUMMARY FOR THIS WEEK: (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) 04102 Page 1 of 2 CONSTAkTION ACTIVITY SUMM%Y YR MO O DATES: `7` thru �o_ WORK BY SPECIAL PERMISSION MON TUE WED THU FRI SAT I SUN I NITE TEMPORARY MP RA RY TRAFFIC CONTROL rCONTROL Onsite Measures WEEKLY INSPECTION REORT PROJECT NAME _ /';YP (oQ �o �7 [ 3 77?V977 PERMIT NO. J 7 ;',g PLAN SET NO. DIN �� 1 /D }- INSPECTOR /TDuJ�?Yl� CO2Z7b1071 DATE JOURNAL OF NOTABLE ACTIVITY & ACTION NOTICE SUMMARY FOR THIS WEEK: (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) Fv an U`+fvz . Page 1 of 2 CONSTR48CTION ACTIVITY SUMMARY YR 2 MO lO DATES: :31 thru WORK BY SPECIAL PERMISSION MON I TUE I WED I THU FRI I SAT SUN NITE 'CONTROL Onsite Measures Conforming implements Non -conforming implen Track -out Cleanup Conforming implements Non -conforming implen ANG _ Clearin4 & Grubbing Earth Moving: Cut & Fill Material MEDIAN