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4423� tT. NOTE: With proper validation this form.constisutes an encroachment permit CITY OF APPLICATION LA QUINTA FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) I For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class II I DATE: •j+»p 91 Anna Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 77-777 (Street address or Description of Location) PURPOSE OF CONSTRUCTION AI-__-1 — -- Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION Aiagnar 9nng ESTIMATED CONSTRUCTION COST $ N7A (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of'this work Si nature of A licant or A et 9 �n P 9 rnarhplla 1Ia11av W.Qtor T14Ct7-4rrt P n Rnu 1nSA r'A Q774r, _ _ Name of Applicant (please print) Business .Address Y Telephone No. Same *• Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. Appl ca'nt'sylnsurancoe Company Policy Number FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated"construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $x TRID Permit Fee N/A Penalty Cash Deposit -Surety Bond if required TOTAL: $ T I6. D Receipt No. Received by Date 4423 PERMIT VALIDATION PERMIT NO. 4423 DATE APPROVED 4 EXPIRATION DATE is/ Z 2`496 DATErISSUED 2�L By 17— Administrative Authority Recorded by Telephone: (760) 777-7075 NOTE:- 'I lNith,proper validation this form�consti;t t''s.an ?. CITY OF ecroachment' permit APPLICATION LA QU I MIA FOR PERMIT PUBLIC WORKS CONSTRUCTION. (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and' other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS " DATE: jt na 91 - ?o)ns LOCATION OF CONSTRUCTION 77--777 Cali P ('n9 ima (Street address or Description of Location) Subdivision Improvement Permit — Class I II Minor Improvement Permit Class IV PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED it APPROXIMATE TIME WHEN WORK WILL BEGIN .htna 22. 200S '. APPROXIMATE TIME OF COMPLETION-- AttptxRr. 22- 7nnr% ESTIMATED CONSTRUCTION COST $ N./A (Including removal of all obstruction, materials, and debris, backfilling, com--, I Inaction and lad ermanent f d/ I- ' p g p resur acing an or rep acing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising 'out of any accident, loss or damage to persons or -property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. „},.•' Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result'of this work'. Signature of Applicant or Agent--�,� E !J Co, chel3a 1T, IIPV G1ator D4sarriet P n Rn.�- 1f1tiR rA 0991A 7�n rtgo s�i,� Name of Applicant (please print) R Business \Address Telephone No. Same , Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111 Public improvements: 3% of estimated construction costs \ Private improvements: 3% of estimated construction costs 1 t, Minor Improvement Permit — Class I_V:.See attached schedule ., 4423 Inspection Fee $ I(2I2 PERMIT VALIDATION Permit Fee N/A PERMIT NO. 4423 Penalty Cash Deposit -Surety Bond if required TOTAL: $ ) b D Receipt No. Received by Date DATE APPROVED EXPIRATION DATE DATErISS,01,{ED �/� 7/2S w, Administrative Authority Recorded by f Telephone: (760) 777-7075 r With prbper-vaMdation this form constit.utes•,ai encroachment"permit — — _ i CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) M; 0 For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class I II DATE: jivina% 71 - Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 77-777 VAII,.. f'ea um.•s (Street address or Description of Location) PURPOSE OF CONSTRUCTION �� •� a _ DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL Sketch (attach construction plans if appropriate) �'--,_, SIZE OF EXCAVATION, IF NEEDED APPROXIMATE T-14E WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION Ausrunit 7� - 7R►D% A\A1 f ; ESTIMATED CONSTRUCTION COST $ WA (Including removal of all obstruction, materials, and debris, backfilling, com-, ' paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result'of this work! ` Signature of Applicant or Agent _ d Coachella VA.1-lay Water DiAtriet P0 RAV .10SR rA Q721A 76 Aln %t AI Name of Applicant (please print) Business Address Telephone No. Same Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. 1 Appl cant's I'nsuraiie Company Policy Number FEES: Subdivision Improvement Permit — Class I I I O. .. Public improvements: 3% of estimated construction costs - Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ _w-,* I e Permit Fee NSA Penalty Cash Deposit -Surety Bond if required TOTAL: - $ -- Receipt No. Received by Date `. 4423 PERMIT VALIDATION 4423 PERMIT NO. DATE APPROVED EXPIRATION DATE DATE ISSUED ``t f By Administrative Authority Recorded by Telephone: (760) 777-7075 4 "- ----------------------------- 5 With proper -validation - this form constitutes an - � ,� y- CITY OF LA QUINTA encroachment permit # APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) I For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class I I I DATE: Junes 71 , 1nnq Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 77-777 (.A11ie 41nifm.ft (Street address or Description of Location) PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL `,..,.SIZE OF EXCAVATION, IF NEEDED L APPROXIMATE TIME WHEN WORK WILL BEGIN 32116 22. 2CDs APPROXIMATE TIME OF COMPLETION A+ RUAtt` 22 2005 ESTIMATED CONSTRUCTION COST $ N/A (Including removal of all obstruction, materials, and debris, backfilling, com- y Inaction and placing permanent resurfacingand/or re lacin im rovements) p g p In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify,defend, and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result 'of this work. ! Signature of Applicant or Agent Coachella Valloy P€ttar District P.O. Brix .1058 Coacballaz CA 42236 760-.83.2- 514F1 Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone -No. Contractor's License No. fi City Business License No. . .. vw Applicant's I.�snsurwwance Company Policy Number FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. $ _WA, ,, 17A $ Q__AkQ. 1 ) , t ) Received by _ Date 4423 PERMIT VALIDATION 4423 PERMIT NO. DATE APPROVED EXPIRATION DATE DATE -ISSUED 4 ByA -a._ +. -y Administrative Authority Recorded by Telephone: (760) 777-7075 4 . NOTE: With. proper validation this form constitutes an encroachment permit CITY OF LA QUINTA . APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION. (ENCR For the construction of public or private curbs, driveways, pave) and other like public works Improvements In connection with MINOR r DATE: W .S LOCATION OF CONSTRUCTION / 9 — (Street address or Description of Location) PURPOSE OF CONSTRUCTION S� DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATICIAOR SIZE OF EXCAVATIQF( IF APPROXIMA BEGIN r N N� Op pa kl lots, sewer:, water mains 5 d APPROVED SUBDIVISIONS Improvement Permit — Class I I I 3r Improvement Permit Class IV Sketch (attach construction plans if appropriate) 1)s�4 t 1 /'710 io�/ t3-,1. g //0- -5-61 `/, `., ESTIMAAPPROXI AT N COST ' ESTIMAT D R TI N COST $ (lnc}Iding.,. move f all. struction, materlais (n , b ls,. fIIII, com• . p ctlon\n . nd lac g permanent resurfacing d/ rep ng pibVements) In ct old ti n o the granting of this pe ml , th ap II n hereby agrees to: Omni and and save the City, Its a th Ized go to, officers, representatives and employees, harmless from and against any and all' en le lebllltles or Ion rewiring from 101 c rt action and arising out of any accident, Ion or damage to persons or property IN pe rig or occurring as a proximate resul of any ark undertaken under the permit granted pursuant to this application. ltlfy the Administrative Authorlty at least t ' -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 Le Quints and to pay for any additional replacement necessary as the result of this work. S gnature of Applicant or Agent f26 c/ 3^8 ',R6 S1 Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. 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 Permit Fee ({ Li Z PERMIT N0. Penalty Cash Deposit -Surety Bond DATE APPROVED if required l ' EXPIRATION DATE TOTAL: $-- N a rem' DATE ISSUED Receipt No. By Received by Date Administrative Authority Recorded by Telephone: (760) 777-7075 o O a INS T L 12 " A. C . P . PIPEL ZIVE N.M.MUN 4' OF COVER P CALL e 24 23 22 21 20 19 18 17 16 15 14 309 /- e 559 Ls a- 557 95fi 155 354 553 352 331 350 S19 13 77-777 . 53-780 53-8.0 - I 548 33-980 U O O ROCK BORDER V /LANOSCAPEj PATCH Qn B - 22'./- _y 9 b r- O X-ING O R/V STOP SIGN .I.' V' Lm L_Jl OVERMEAC W POVER • ' 4 L r ` 11 MAIL sox E. P. E — — — E.P. ~ — — — -- — ice_--_ --- --- ----- ------ — — — A Z � 2' _ At I ,V 2 y 9 G Ti ( U j '2 „� ► ' I I S::a. I N A. LL i1J 'a BOROEF I Y'.d VCSCAPE N IANOSCAPEO EANDER, ', M • 1 e a a a e M4II m N I ROCK BORDE*" " U n - tlOX y o ♦ V/l ANC 9CAPE;: ti+ f 536•+ � 37 -33B" 539 ~ 51. 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P. - FIJTPEL ZIVE- 0 a M.Mrmum 41 OF COVER CALL 24 23 22 21 20 19 18 17 16 15 14 30- 35-8 157 i5 -6 3-35 554 453 152 0- 9.-/- 3 359 53-780 53-610 i-48 77 777 53-96 0 ID 0 0 Hoc. BORDER W/ LANDSCA ♦22-- PATCH X-ING a R/W STOP SIG. Its OVEAMEP '!�-\ 4 MAIL OW E7AC sox E.P. z law 2' flit F t SIGn i�- R/— LAN. SC& PEO EANDER" 4 HAILOX 0 ROCK GDRDEIA W/LANCSCAPE. - i3—,, 538 510 '1 '312 243 1. -15 45 2— 547 4 — — — :� 1 63�445 Z 3 4 5 6 7.. a 9 .0 .11 --7- GF5 TO "4r A AVA A42" e EISENHOWER DRIVE m �Oa��I 3 0 :0 ;z x C3 m -r r-a -r TIVS TA L L I A C. P-TPE-L 14TYMMUY 4' OF COVER i wY o I/VS-7 L 12 " A. C . P . PIPEL I/VEE NPUNUM 4 ' OF COVER P CALL g 24 23 22 21 20 19 18 17 16 15 14 30a C e 559 I 33B 557 33-7B0 556 935 354 j 333 952 . 53-8.0 551 330 •/- �9 51 3 51B O 77-777 0 ROCK BOROER W/LON09C4PEt i i ) y 53-980 22'./- ppO1 T CH %�ING STOP SIGN r I. i,' ♦: �� I' OVERNC AC W POWER 4 MGIL BO% E.P.QL'` ' C.P. 17 E: 2-- y_._ 2 r `•W BOROE. A/W p' i 0.uJ'1 AOSCAE m ♦ -- OLEANDERS LANDER- , nI. ° U ° ° neIio ROCA0 v/LANC9CAPE, F 536�r.33] r 338� 539y m 310 911 312 517 H 911 943 91[i 517P ,~ a \ 33-819 3-949 I 1 2% 3 4 5 6 7 8 9 10 11 Y2 _- '` p . ST°. .��.ip -- I VS TYLL J SSENBI_ ✓ SEE �/U TES EO.'7 SEA✓ICES /TrP. / TO BC 4Bi MJOYVEO BY ` UIST.S+ICf FrJKiCF.S i I EISENHOWER DRIVE =OC"-r S CAL P.OS"-r •},r.. o I�U O a INS 7- L -f " A. C . P . PIPEL 2-ME- MINIMUM 4' OF COVER P CALL ' g 24 23 22 21 20 19 18 17 16 15 14 30' 8 559 35B 557 556 555 354 55] 352 531 550 5�9 13 77-777 33-700 53-8.0 SIB ROCK i h ♦ 53-9B0 22 () p r BORDER V/L ANDSC'v Q �y==MEWr. ` l PATCH : O \ %-ING O •` R/4 9TOP 9IGN ILI.I. OVERMEAC W p•, '� j�. POWER 'MAIL 1 F IF i. Sax E.P. I E.P. Z 2.- � y _ .— 2•— V 1I OO. W ' 2 a I ] SIGN Z a a RJ 'K BORDER Z V'.AVOSCAPE a LANDSCAPED A/W-- OLEANDER .... ,: N I a a " n I ROCK BOROE*' p n " r ~ MAIL e0% y e W/LANDSCAPE.; p F 536^�.537 338� 539 5�0 SK1 512 513 ry 514 313 9K6' .., 347'v' 33 I 945 I 1 2`. 3 4 5 715 6 8 9 10 11 �12 B ST4 . ?+✓O -- !`/S TrLL SEE NU TES FO.^• SENVIGES /TYP. / TO BE <B<-t^JGWELS Be —UIS T.4ICT FT�KECFS - ../SSENBL ✓ • EISENHOWER DRIVE ii I SOCNTSCS At. rC7aIVTD INS TA L L 12 " A . C . P . PIPEL I/VIE o OMINIML V 4 ' OF COVERo 23 22 21 20 19 18 17 16 15 14;'°' I570 'n ` 569 566 33-560 567 566 563 364- 53-612 563 302 ;. 361 S3-BBBOVERHEAD♦�j 980:( + 33-7.P; t °n ` OLEANDERS 'POWER BTOP'' ''%+. T!• � ♦ y l'�NOBCAPE' BION', �H a 3 ] ROCK O ¢ Q > .n, ¢ O i MALIBU- ¢ '.LIGHTING: i¢D.,"`4„� •gin O BORDER O ¢ R/V O ,•. .O I I AIL B.IDN ♦., . PATCH . Z x-ING B,tp- �'. ' E.P. Box,( / IY.T7',,• 0,1 _'� dY�t'� L L. 1._♦1:E�.;3`:.' " �l'_' �`� "it :a �a Imo_ '.. -. M _ r.."ds�+ :3 la 2• E.P. V 2•- ♦Il.. Jv n a. i � .. t City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4423 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include 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 shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close.a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ("' N/A "`) inches of A.C. paving placed on ( " N/A "") inches of ( " N/A'") aggregate sub -base course having an "R" value of not less than ( " N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ('" N/A "`) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall. be two and a half inches (2 W') of A.C. paving on (" N/A ") of class (" N/A "` ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. , City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 • SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be.readily and correctly, 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 clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut 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 or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum. of five feet (5') lifts where trenches are of. excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) 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 continuos. ❑ RI COMPACTION TESTS: If so required by the.inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State. of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. e ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times.. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot 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. .. �- ' ..t . PERMIT NO.4423 CVWD/Abandon Water Services/77-777 Calle Colima 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. Coachella Valley Water District,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 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (i.e. any 4 lane street) before 8:00 a.m. 5. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 6. Any land on which Williamson Act contracts apply shall remain undisturbed. 7. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer I at 777-7089 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Special Conditions Page I of 6 PERMIT NO: 4423 CVWD/Abandon Water Services/77-777 Calle Colima Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. 8.. The permittee shall be responsible for. calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number. is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer I at 777-7089 to determine the city inspector's phone number. The inspector shall determine the number and location. of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 9. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans) if any of the work or traffic control devices extend into the CalTrans right of way. 10. Work within 500 feet of a Desert Club Drive and any designated School Zone shall be performed between the hours of 8 a.m. —1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m. 11. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer I) of the private land owner whom is being encroached upon. 12. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer I. If the archaeologist determines the site note to be required to be observed, please submit a letter signed' by the archaeologist stating their determination. 13. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be 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. 14. 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. 15. 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 tostarting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions Page 2 of 6 PERMIT NO.4423 CVWD/Abandon Water Services/77-777 Calle Colima Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 16. Prio°r 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. 17. 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. 18. 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 30671.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material maybe 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 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 Page 3 of 6 PERMIT NO.4423 CVWD/Abandon Water Services/77-777 Calle Colima 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. 19. 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. 20. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 21. Access and egress to all local properties shall be maintained at all times. 22. 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 Page 4 of 6 PERMIT NO.4423 CVWD/Abandon Water Services/77-777 Calle Colima C. Permanent pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved''/z" 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: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (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/" 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. 23. 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. 24. 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. 25. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 26. 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. 27. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from Special Conditions Page 5 of 6 PERMIT NO.4423 CVWD/Abandon Water Services/77-777 Calle Colima the City to perform the required restoration work. C k Special Conditions Page 6 of 6 INSPECTION REQUEST Inspection Date: July 12, 2005 Permit #: 4423 Contractor: Henry/CVWD ' Phone .# 832-2117 Project Location: 7 77 Calle Colima Tract # Type of Inspection: Utilities Inspector: Harve Call Received: July 11, 2005 07- Al -lets- _A SUPERIOR READY MIX CONCRETE, L.P. 1508 W. MISSION ROAD • ESCONDIDO, CA 92029 PHONE: (760) 398-1222 • (760) 745-0556 Weighed at 86-160 Avenue 54 Coachella, CA 92236 DELIVERY TICKET 25943 WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with section 12700) of Division 5 of the California Business ands Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. DATE CUSTOMER NO. CUSTOMER P.O. OR JOB NO. PLANT,NO. DELIVERY-TICKET•NO. 4/ 18/05 1-999999 J.ORDERN.O 113 174 7430520 CUSTOMER NAME SPECIAL'INSTRUCTIONS__Z.On,e,g, ,R4.�)—j7 PATTERSON CO BLOCK WALL FOOTINGS JOB ADDRESS SILVEROCK AVE 52 E/O WASH NGTON LA GUINTA ,DESIGN __ Q,r,}b':. OCK_(LB$.),w, _,,,Ili" ROCK (LBS,)„•„ ,.LES. SAND�y _,"_„LBS,_CEMENT _SAQK, WATER„ —ADD MIX (LBS.) �- •,-,,,�_ ,/- D8.3625P SUPERIOR READY, MIX CONCRETE, LP.�WEIGHMASTER, DEPUTY ,TRUCK 341 DRIVER BRUCE WELDON ' CUBIC YARDS TOTAL C/Y DESCRIPTION _/� PRODUCT CODE UNIT PRICE TAX AMOUNT y• �U i7r b(-) 400-0 PC;4 CONCRETE D83625P YARDS TO GO •'—D...C7c) In the event of delivery beyond curb line, this company will not assume liability for damage to sidewalk, driveway, utility lines, " meters, septic systems, or any other property. Materials hereby sold become property of purchaser at point of origin. The %purchaser shall in no event accept deliveries of materials not in accord with the agreement of the parties, but such materials shall be refused by the purchaser and returned to the seller with a written statement of the reason for the refusal thereof. No cancellation accepted after concrete has been loaded in carrier's trucks at our plant. Customer is to provide for and assume responsibility for area or container for clean out of concrete truck chute. Any discharge to watercourses, street gutters or stormdrains is a violation of law. Concrete is a structural building material warranteed only to meet ASTM standards. Some TOTAL THIS ORDER STAND-BY TIME THIS TICKET PREVIOUS STAND-BY TOTAL AMOUNT imperfections and popouts may occur for which supplier is not responsible. , PLANT OUT 74 .=, : 5 UNUSUAL INCIDENT OF NOTE ON THIS DELIVERY RECEIVED IN GOOD JJJCONDITION BY: • X �_� (� J U�'I MAXIMUM SLUMP 4 • �.)(� . IN ' • WATER ADDED AT CUSTOMER'S a ✓CUSTOMER SIGNATURE) CAUTIONI Cement powder or freshly mixed concrete, grout or mortar may cause skin injury. Avoid i . REQUEST GALLONS ON JOB r) UNLOAD,G, r 5- contact with skin and wash exposed skin areas promptly with water. If any cement powder or mixture ,,gets into the eyes, rinse immediately and repeatedly with water and get prompt medical attention. "eeD children awav from cement powder and all freshly mixed cement products. ANY WATER ADDED TO MIX ON THE JOB WILL BE AT THE PURCHASER'S RISK RESPONSIBLE FOR ULTIMATE DUALITY OF CONCRETE IF ANY INGREDIENTS ARE ADDED ",LEAVING PLANT. • ESTIMATED SL MPAT UNLOADING INCHES • WAITING AND/CR UNLOADING DEPART ARRIVAL �sT READY .START �-�" r+' FINISH " and/or dumping time in excess of 4 minutes per yard will be cnarged. 1 _ TIME HOUR TO UNLOAD CUSTOMER .I. • Weighed at 86-160.Avenue 54 I Coachella, CA 92236 SUPERIOR• READY MIX CONCRETE, L.P. 1508 W. MISSIO.N ROAD • ESCONDIDO, CA 92029 PHONE: (760) 398-1222 • (760.) 745-0556 DELIVERY TICKET fl r _9 48 WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with section 12700) of Division 5 of the California Business ands Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. DATE CUSTOMER NO. ORDER NO. P.O. OR JOB NO. PLANT.NO DELIVERY TICKET NO. 4/if) fozr 99991141- 11.3 [CUSTOMER � 74 743052:0 CI STOMER NAME SPECIAL' INSTRUCTIONS PfiTTERSON CO BL..00I. WAI-L 1=OOTTiVL,.S JOB ADDRESS •'` S'1,L,VE IRi.,lCK . A-IVE 52 1 i0 W!-1SHA It,16 t ON M..A QUINT A,!' DESIGN_ i. %" ROCK (�) '/+ROCK (LBS,)�,�LBS_$AND sl �LBS._QEMENT SACK, WATERy.,_ADD_MIX-(LBS.).� '�-, // SUPERIOR_READV MIX CONCRETE, LP�"y`WEIGHMAS�T-ER /{ TRUCK �✓��y/t+�,� _DRIVER �j..lf;/ dG%% �• DEPUTY ,... •?I-! i i Iti'{I'�I_��..,�. I^'I::.I...DItiii�•) CUBIC YARDS''R :�TOSAL C/Y DESCRIPTION % ._:.-�^''� , PRODUCT CODE UNIT PRICE TAX :. AMOUNT YARDS TO GO�:;::g''.In the event of delivery. beyond curb line, this company will not assume'liability-for damage to -sidewalk, driveway, utility lines, TOTAL THIS ORDER -• :'¢ ` Y'"• -'^ meters, Septic stems, or an other roe Materials hereby sold become roe of purchaser at point of origin. The P Y Y property. Y property rtY P PSTAND-BY i purchaser shall in no event accept deliveries of materials not in accord with the agreement of the parties, but such materials TIME THIS TICKET PREVIOUS STAND-BY 17 shall be refused by the purchaser and returned to the seller with a written statement of the reason for the refusal thereof. No cancellation accepted after concrete has been loaded in carrier's trucks at our plant. Customer is to provide for and assume ' responsibility for area or container for clean out of concrete truck chute. Any discharge to watercourses, street gutters or TOTAL AMOUN-r— stormdrains'is a violation of law. Concrete is a structural building material warranteed only to meet ASTM standards. Some imperld.ptii9ris; and popouts may occur for which supplier is not responsible. PLANT _ NONNI OUT ` UNUSUAL INCIDENT OF NOTE ON THIS DELIVERY MAXIMUM • RECEIVED IN GOOD CONDITION BY: SLUMP 4• 0 4 13.50 IN -��,r j I j ,r''%'"`j r e • WATER ADDED AT CUSTOMER'S ' !CUSTOMER SIGNATURE) '- ON JOB/) UNLOAD,1t36t ' y t r CAUTIONI Cement powder or freshly mixed concrete, grout or mortar may cause skin injury. Avoid with water. If any cement or mixture REQUEST GALLONS contact with skin and wash exposed skin areas promptly powder • LL,, ESTIMATEDSMPATUNLOADING DEPART.) r START ifi gets into the eyes, rinse immediately and repeatedly with water and get prompt medical attention. Keep children away from cement powder and all freshly mixed cement products. - -- •' r' ' ;�,.. ' `/ _ d ,_) 'ANY WATER ADDED TO MI%,ON THE JOB WILL BEAT THE PURCHASER'S RISK INCHES ARRIVALS FINISH ' NOT RESPONSIBLE FOR ULTIMATE QUALITY OF CONCRETE IF ANY IN ARE ADDED WAITING AND/OR UNLOADING �- AFTER LEAVING PLANT. ` '-� READY Stand-by and/or dumping time in excess of 4 minutes per yard will be cnargea. TIME HOUR TO UNLOAD „ DELIVERY MU �;,1:Q;,s.•--y�.tL:-:� ..��,i�' �"t•'bii-�+�r:,(,r:.� '`�:r . �>�? C1 .x. f.-.t:•'+= P� .t,• A.... �'•a �'�.' T A XTnA/IA D1fI Phone No.:.�� Fax. No.: DSA File No.: COMPACTION TESTING DSA App. No.: (Nuclear Method ASTM D-2922 & D-2950) Branch Office, Test No. Density Count ZCo3 Z4! 7 Moisture Count 2 S ZvZ Z Moisture Correction A-114 rvr4 Mode & Depth" Wet Density, PCF /vS 3 %S • Z %v Z. Dry Density, PCF -z % Moisture Standard Dens. (MAX.) Optimum Moisture i�3, f 1116 % Compaction �'jla `; eb " ( Specified Density �Jc>k 0-4 Test No.: Station: Elevation: Mat'I: Location: W i Z.) Test No.: Station: Elevation: I?A F MatT_ Location: ,,, k, Test No.: Station: Location: Test No. Location Test No. Location Test No. Location Test No. Location Station: Station: _ Elevation: Mat'I: Elevation: Elevation: Station: Elevation: Station: Elevation: Mat'I: Mat'I: f Mat'I: Mat'I: PROJECT NAME: �' �+J lac Ic' Wit:-05, ke PROJECT NO.: Goa` 7Z CLIENT,!-,, /,-- 6,L06 DATE: -17,/Of TECHNICIAN: T%ce's. I Gauge Serial No.: Z-7 Density Std.: Z Z.'Z_ `f Moisture Std.: L10 Form No. 160 • Pioneer Printing (760) 353.5401 �` -, �+.-u:.+s �µY��,A,�.;. s�+e-�y �., i,f':.w•�.y.. v,..,,.,Z„r,,.n• ,...,Y;nr?y,.-.: .. n.f ..,.�w.Fi -" +� '�'t� r�..11Y. �tr++A �7. �C.�ti� .ar .{f .. � . .. .-+-�rr.Y+l.r."....iy�jW+a•..v _•,j�r�aM!'vy S1K:t:W'74�.�°.LS�`•- :y-y�,,i :w t'`+�a�-.r . j T A 111ILT"A A "YT DSA File No.: Phone No.:?tao."' r('f COMPACTION TESTING DSA App. No.: Fax. No.: (Nuclear Method ASTM D-2922 & D-2950) Branch Office: Test No. Density Count plc Moisture Count I Z I Moisture Correction Aik Mode & Depth oil Wet Density, PCF Dry Density, PCF 1 c, ° 2, % Moisture Standard Dens. (MAX.) Optimum Moisture 10 - f" % Compaction ,1 i Specified Density 5,6),4- Test No.: Station: Elevation: Mat'I:5� 1 Location: 1` e--iP ., :, t .,, + 1 ,-A,. Test No.: Station: Elevation: MaYI:_ Location: Test No.: Station: Elevation: Mat'I: Location: i Test No.: Station: Elevation: Mat'I: Location: Test No.: Station: Elevation: Mat'I: Location: ; Test No.: Station: Elevation: Mat'I: Location: Test No.: Station: Elevation: Mat'I: Location: PROJECT NAME: ' `�-�a�_ 1[ ens? r PROJECT NO.: CLIENT: r.',', ( L•. DATE: `1417 e< TECHNICIAN: Gauge Serial No.: Density Std.: Z �0 Moisture Std.: Form No. 160 • Pioneer Printing (760) 353-5401 ✓ �:t, Y1' {.T .n: ..} •,..v_.c..v^1. .., �'a'.ta'/''_'i"..�y'sYr t..'r y. alt ram.. ..� •'"ry ''1'♦•.d-C..l.•,.,,1 4r ��..�..,�.... ..,v-v. v-vvvv rnuvi vwuai. rvv-uvv-vvvv vugmuquu� �..vmrniv, TECHNICIAN DAILY REPORT PAGE I OF Project Name: _' , k)--r Pak 4 >r C ,; �-e_ Project Number: I /Jail l - I Client Name: (",,fit/ j,c, ( 6, �).�\ Owner's Rep Onsite: t,... OSHPD/Building Permit No.: - Plan File No.: DSA File No.: -- Scheduled Arrival Time: DSA App. No.: " Time In: �, Time Out: Lunch/Break: Mileage: Total Hours: General Contractor (Name & Company): Specialty Contractor (Name & Company): WEATHER CONDITIONS: ( 10,tr,()ce/ C4 EQUIPMENT USED: AREAS WORKED: Location of work observed, tests/samples taken, progress, remarks, job problems/issues ., ` ` \t t lirtr /l t✓1'L� S � 11r C:. C � ,a(f l.(%..��--r, � -f - G /" , A 'l.� ��.<' n. !(1 /�/n .l�/r�7. 1:, d"� 1 dry) / } Cr' s ) .., 7 1 irr, ,,(, 1 '1 w! C.CI �: S ,, r, ('ii ✓ � `.*'1 �i � r'•r.'•y`../. s DID YOU OBSERVE EVERYTHING YOU EXPECTED?: ©-YES ❑ NO DID YOU OBSERVE ANYTHING UNEXPECTED?: ❑ YES 0-NO IN PARTICULAR, WHAT SHOULD BE OBSERVED/CHECKED/RETESTED DURING NEXT VISIT - NON -CONFORMANCE: TECHNICIAN'S SIGNATURE, �------- DATE/DAY: PERSON NOTIFIED: /�/� ,r ^ ' SIGNATURE: 7-7 No I IUL: our tlrm's technicians are represented onsite solely to observe operations of the contractor identified, to form opinions about the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field representative do not relieve any contractor from its obligations to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods, operations and sequences of construction. 780 N. 4th Street, El Centro, CA 92243 • 77-948 Wildcat Drive, Palm Desert, CA 92211 ._ ..' �`fxiF�As'�',<�Q,'�,.f ..lyY ^� tr �;,� a..,a'.."l.�e� `�`-+".«M i+.- .r ✓ -e-[ -.,w.r . af+. �'' �,...�:+�^rTtt::-.Y�w ��•.r,M� ..J.� � � �.- a, -., �„ - %�`�-.^.�..-�,.-.• �=-/�'.,;y,.t,,;c.7Y�'f _ ;{4 _ LANDNIARKI EL CENTRO: 760-370-3000 PALM DESERT: 760-360-0665 .► DBE/MBE/SBE COMPANY TECHNICIAN DAILY REPORT PAGE OF Project Name: -t:>1(JC c.3 c_ Y C>5--f :-5 r- Project Number: Client Name: C / li (✓pz� q v1'/Vt'a Owner's Rep Onsite: 710S OSHPD/Building Perm' No.: '--"'r Plan File No.- '' DSA File No.: .------ Scheduled Arrival Time: ww__r_= DSA App. No.: Time In: j, ' 5 V I Time Out: ) 7__ Lunch/Break: .-A Mileage: —4;�. I Total Hours: General Contractor (Name & Company): Specialty Contractor (Name & Company): %'7,'' ut 64 , % f WEATHER CONDITIONS: Ck v N EQUIPMENT USED:--�----; " AREAS WORKED: Location of work�observed, tests/samples taken, progress, remarks, job problems/issues P i V ed Ob\3 1 G? _- r✓t ? u r C C' v D-r� �' A -'N v /7 -,57 e% 5? 0 Cv A-) tU AV S Ai. 1 Q I C(I 1 0 L� \\_ fT rti� S Ct TGl Y, C �) c 1 C'k\ n-i ee. - c P c V) Pa_ C. ,J o- 6-©iv DID YOU OBSERVE EVERYTHING YOU EXPECTED?: lMNYES ❑ NO DID YOU OBSERVE ANYTHING UNEXPECTED?: ❑ YES NO IN PARTIPULAR, WHAT SHOULD BE OBSERVED/CHECKED/RETESTED DURING NEXT VISIT: fi r NON-CONFORMANCE: ;1 TF— TECHNICIAN'S SIGNATURE: DATE/DAY: PERSON NOTIFIED: SIGNATURE: NU I IGt: uur nrm's tecnnicians are represented onsite Solely to ODserve operations oT ine Contractor memineo, to rorm opunons auum the auequecy of those operations, and to report those opinions to our client. The presence and activities of our field representative do not relieve any contractor from its obligations to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods, operations and sequences of construction. 780 N. 4th Street, El Centro, CA 92243 - 77-948 Wildcat Drive, Palm Desert, CA 92211 ��+V�_ ��: iy-yp�y}�t^r+'f�+�('�ii� rR�t` _,r+..,...,,.-R; ",.il�h^�-`K'�C ]� �+^+�;'h,.. �y�.�, ,.pi ,-", -)F. ♦ ��, .t�. � �y,�µ� 'v7 �!qh4 .(' /IV-^ t ��•� 7"'r' Tc_^ ^.�. .*. �.r '�""_-�:'�{/1 i'� �''�.+.-��...'�:+�1.f�'�y.n^'R� y , EL CENTRO: 760-370-3000 PALM DESERT: 760-360-0665 DBE/MBE/SBE COMPANY TECHNICIAN DAILY REPORT PAGE OF Project Name: �►t_Vi�rL. rA--=-t<-- + Project Number: !-("r�l--+-I Client Name: Owner's Rep Onsite: OSHPD/Building Permit No.: Plan File No.: DSA File No.: Scheduled Arrival Time: DSA App. No.: Time In: "1' 1'1 � I Time Out: I Lunch/Break: Mileage: Total Hours: I ' S General Contractor (Name & Company): Specialty Contractor (Name & Company): WEATHER CONDITIONS:- JI�1NL/{�1� GcyZc� EQUIPMENT USED: AREAS WORKED: Location of work observed, tests/samples taken, progress, remarks, job problems/issues I!2 DID YOU OBSERVE EVERYTHING YOU EXPECTED?: ,3'VES ❑ NO DID YOU OBSERVE ANYTHING UNEXPECTED?: ,"YES ❑ NO IN PARTICULAR, WHAT SHOULD BE OBSERVED/CHECKED/RETESTED DURING NEXT VISIT: Q?-? I ir�ls%ot2.Mt.'Y� G I� IIVS��L+2 — /till tL Tt \�rT.' 1T' t�/ (tea f� 4 iCavi ` F�sn crr.� c 1 `i� N 1fX-T^ J t `7I T NON-CONFORMANCE: i. TECHNICIAN'S SIGNATURE 't�t'r��,Nn '��n.tr,� DATE/DAY: 2.! /�� it�1j� c,�?rt� PERSON NOTIFIED: I SIGNATURE: NOTICE: Our firm's technicians are represented onsite solely to observe operations of the contractor identified, to form opinions about the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field representative do not relieve any contractor from its obligations to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods, operations and sequences of construction. 780 N. 41h Street, El Centro, CA 92243 • 77-948 Wildcat Drive, Palm Desert, CA 92211 I . I Phone No.: Fax. No.: 1 I COMPACTION TESTING (Nuclear Method ASTM D-2922 & D-2950) DSA File No.: _ DSA App. No.: Branch Office:. Test No. Density Count ( LVL � t Moisture Count Moisture Correction Mode & Depth Wet Density,' PCF its •� i'� Dry Density, �PCF C1 4 . Co . 4,1 2- % Moisture I li , �I ; I • e� Standard Dens. (MAX.) Optimum Moisture % Compaction Gl,� Z_ ► rs Specified Density 10 G � Test No.: �� °`� 4- Station: Elevation: Mat'I: Location: hnrc tL�.-a'r"art�> Test No.: r� 't=' � +Co Station: Elevation: Mat'I: Location: Test No.: Station: Elevation: Mat'I: Location: Test No.: Station: Elevation: Mat'I: Location: Test No.: Station: Elevation: Mat'I: Location: Test No.: Station: Elevation: Mat'l: Location: Test No.: Station: Elevation: Mat'I: Location: �i.t..11�\�'�-C,^tQ� 1•-• icy! �)�,' PROJECT NAME: / PROJECT NO.: CLIENT:) %"C-JF ra �-� DATE: 44 1 / TECHNICIAN:'' Gauge Serial No.. Density Std.: 1 3 Moisture Std.: Form No. 160 • Pioneer Printing (760) 353-5401 •..:....v�r,R..-�..A.-..�r+,r,�tcr'!.*1.,�...y,l�e{'�i 'lyya�%�" F wr'r','•�a,! .. EL CENTRO: 760-370-3000 PALM DESERT: 760-360-0665 DBE/MBE/SBE COMPANY TECHNICIAN DAILY REPORT PAGE OF Project Name: &1 ti �-YZ Project Number: Client Name: Owner's Rep Onsite: OSHPD/Building Permit No.: Plan File No.: DSA File No.: Scheduled Arrival Time: DSA App. No.: Time In: S !-�C> n ITime Out: j n Lunch/Break: Mileage: Total Hours: i •.s General Contractor (Name & Company): Specialty Contractor (Name & Company): WEATHER CONDITIONS: rar y' C> a EQUIPMENT USED:c5- AREAS WORKED: Location of work observed, tests/samples taken, progress, remarks, job problems/issues «F 6-1'Ci-ZX!C- e,-t4 C-F c, VVIF_"�"s_ 4 . r L � ` 7 C r r DID YOU OBSERVE EVERYTHING YOU EXPECTED?:_,❑-Y S ❑ NO DID YOU OBSERVE ANYTHING UNEXPECTED?: ❑ YES .EI-NO IN PARTICULAR, WHAT SHOULD BE OBSERVED/CHECKED/RETESTED DURING NEXT VISIT - NON -CONFORMANCE: TECHNICIAN'S SIGNATURE: 1 � o DATE/DAY: PERSON NOTIFIED: !� SIGNATURE: NOTICE: Our firm's technicians are repr`esented onsite solely to observe operations of the contractor identified, to form opinions about the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field representative do not relieve any contractor from its obligations to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods, operations and sequences of construction. 780 N. 4th Street, El Centro, CA 92243 - 77-948 Wildcat Drive, Palm Desert, CA 92211 k...,r�Y �j'a"""j"y'''.piai�"�A$r"'afta�,qr-1-•�.A..,�1G,•,.+n.:*.`�.i..:..-�.;:,.w-...,e1.�y:t�'...�y,�•'�+`kd�''1,,.'.:'t��^"'°'�bb%•i.,:.�-:�G'+.�s7��iYe_K%'�t•'is�''E."M>'�Li�.aY'1-'L,'RR'!7'0.�'y«.. (� ,�r DSA File No.: Phone No.: COMPACTION TESTING DSA App. No.: Fax. No.: (Nuclear Method ASTM D-2922 & D-2950) Branch Office: Test No. - Density Count 11-4-4 141 C,-, Moisture Count Cl 2- .Moisture Correction Mode & Depth Wet Density, PCF 1 I D(e, c, l Dry Density, PCF % Moisture 10 ,a Standard Dens. (MAX.) 14 t C> It 1 6 Optimum Moisture % Compaction 1 •4 Specified Density W b C$ Test No.: Location: Station: + Elevation: ' MatT { Test No.: Station: Elevation: MatT Location: Test No.: Station: Elevation: MatT Location: Test No.: Station: Elevation: MatT Location: Test No.: Station: Elevation: MatT Location: Test No.: Station: Elevation: MatT Location: Test No.: Station: Elevation: MatT Location: ' PROJECT NAME: CLIENT: "1 `` Gauge Serial No.: C7:cxr_ �'� ( DATE: '' �'J' Density Std.: 152" PROJECT NO.: L! TECHNICIAN:`'�'`�` Moisture Std.: Form No. 160 ,- Pioneer Printing (760) 353-5401 ��.i�f,•„j" �"'''�7['��R ,�'u''"��''Y1'��,1'T�+��,�4 "�„� „riit'�L�r�.. ^^��"�-.��''.44.1 . ��>.• Y",tti%�%�' :� ,/� w.��.�,.✓ ,�q `''f.,q,' 11 EL CENTRO: 760-370-3000 PALM DESERT: 760-360-0665 DBE/MBE/SBE COMPANY TECHNICIAN DAILY REPORT PAGE OF Project Name: S. \v & oCV1, bVr r Project Number: L 0, 4 \--l- Client Name: C �� ? l G\ �' �� Owner's Rep Onsite: Q OSHPD/Building Permit No.: Plan File No.: --.___ DSA File No.: �----�_ Scheduled Arrival Time: DSA App. No.: Time In: ' , � Time Out: '�S6 Lunch/Break: --9- Mileage: Total Hours: A O General Contractor (Name & Company): Specialty Contractor (Name & Company): ra -C C WEATHER CONDITIONS: lA -� 0, EQUIPMENT USED: AREAS WORKED: Location of work observed, tests/samples taken, progress, remarks, job problems/issues � ".c\ - J ' G `'� ai ►1 ct C-\ T r a +\, l ��► /t O Y ` -- ISJ i a f ovi t, Yy) CI �, C: �C L c- \0 ok. I c c n 1P \ ` _, S\ G\ 1 -\p G_ N S o 1`L \ Z V\j c-' , C"'I W � � C C- cif Cc, o I d, C -) 0/0 0 .� e .c yu Y)/( ^ to S - Cl e2 Q A 1 DID YOU OBSERVE EVERYTHING YOU EXPECTED?: EI YES ❑ NO DID YOU OBSERVE ANYTHING UNEXPECTED?: ❑ YES NO IN PARTICULAR, WHAT SHOULD BE OBSERVED/CHECKED/RETESTED DURING NEXT VISIT: NON-CONFORMANCE: t ) TECHNICIAN'S SIGNATURE: "/VI/6 4,, DATE/DAY: PERSON NOTIFIED: ` SIGNATURE: NOTICE: Our firm's technicians are represented onsite solely to observe operations of the contractor identified, to form opinions about the adequacy of those operations, and to report those opinions to.our client. The presence and activities of our field representative do not relieve any contractor from its obligations to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods, operations and sequences of construction. 780 N. 41h Street, El Centro, CA 92243 • 77-948 Wildcat Drive, Palm Desert, CA 92211 8,r tYw$i�' • A. r 111 Mr t Phone No.: Fax. No.: C-,LLS' DSA File No.: COMPACTION TESTING DSA App. No.: (Nuclear Method ASTM D-2922 & D-2950) Branch Office: 1�.G Test No. k> Sod- (,-,:I Sg - I. Density Count , (nj a' 1 VO 1 \ b a 14 G3 Moisture Count�- Moisture Correction _� ---- -- ----.., Mode & Depth Wet Density, PCF 11C� • \ '� . 1 \ ., a,,. a U . c� 11 f� b o7 Dry Density, PCF \ D q° U \ i g' 1 `Ci 43. 2 1 D,2• 5' \ PA. k % Moisture \ Q • O \ 1 • S 11 O \a . U ' �\ •� I .S' . Standard Dens. (MAX.) ) O _ -- —" Optimum Moisture�-- % Compaction 1 00 V Specified Density -- Test No.: c\' �5 Station: �` �' b Elevation: MatT 1 Location: �� S.v, c�ys' c, cAt° c u A v e:- S � c-s� S-\ - b 1 1') Test No.: ' `� ` �`� Station: ' o U Elevation: S '!?!s ' MatT_ Location: Test No.: �� - �� Station: b� Elevation: MatT Location: Test No.: �, `\ - Ic CO--, Location z a Station: S U -Elevation: S' --\ Mat'I: Test No.: �� " `' �` Station: O Elevation: 1 ' MatT Location. ( ( ( ! Test No.: �\ ` qCs Station: b U Elevation: 5 MatT ' Location: If ' ( f Test No. Location: Station: Elevation MatT PROJECT NAME: �''ye V_ y.,.14 rr'1�-7't= 4r C" PROJECT NO.: - �/1 CLIENT: ' `�' I CT \01'Wi tv I DATE: � - •2-5"- 0 < TECHNICIAN: �+'PY Gauge Serial No.: 9 Tom'6 Density Std.: q Moisture Std.: Form No. 160 • Pioneer Printing (760) 353-5401 .yt�s�..fgr�=fNlby.-W.�•�:�,�..,r�.,,-x�.}erect'�r`�s�s+�X"7l�'L'+"r,�'�''".,.s„=;..r.rs.�*:,,.�,y=i�,y1�"�"w*.•p�+'�µ„'y,.Y,�'�,tir�.:�.• ra�.p•_ ,.s>fitaa.R�.�C':�'i�"r�`�-rY-�W^"y,ir�(''�"i'"'*iA: �xWtvv'y: .-,cw:;� t DSA File No.: Phone No.: S)o D' c�,h 1- COMPACTION TESTING DSA.App. No.: Fax. No.: (Nuclear Method ASTM D-2922 & D-2950) Branch Office: Test No. S S q� 1c� �� V \ S b S�) • 3 ca . - �� Density Count �► �q 1 `� tr' (� �� I •} Moisture Count t / C v 7,—A- f ` `'1 • 1 Moisture Correction �—^ —"" ---�. ----- Mode & Depth Wet Density, PCF Dry Density, PCF 1 \ 1 v p3 1 b \ \ 1 �• q . '� ) oct �- %Moisture •U lr •0 •v lb •U 3 3 Standard Dens. (MAX.) Optimum Moisture-- % Compaction (-j 1 -� Specified Density 7 0-`f` ---- t ` � ) (f Test No.: � — ``- Station: * S0 Elevation: -S ' MatT Location: S�C�e-i 5��CaG� AVF —5 -1 Test No.: Station: a C\ V Elevation: MatT Location: / / k // / Test No.: � ` b Station: vV Elevation S ' MatT_ Location: t( if ► t \ ct \l3 � 4- Test No.: �_ ' Station: L\ , U Elevation: ✓ 'AMat'I: Location: Test No.: �C� Station: Elevation: Location: Test. No.: ?, �, Station :r Location: Test No.:. Location: Station: S Mat'I: ,/q �t ()U Elevation: S Mat'I Elevation:_ Mat'I: .tk ('0 1�.w 1 i'10 •. ..i'ES PROJECT NAME: S, �)IUEV_O cCl PROJECT NO.: L y)o-1 1' CLIENT: C 141 of 16{ grlr• rti 1 61 DATE: 3 _ �- v-� TECHNICIAN: A le X Gauge Serial No.: Density Std,: Moisture Std.: Form No. 160 • Pioneer Printing (760) 353-5401 rt° ..r••y `.'�.• Y`�� ,,p: � ��J�"; :N`��"c., ,,�1=+. ., %�'�1°�rniw •y. xf�;1�,i'�r ,t �t��r•q `'v^.v � �, �+y,;'� ar « y.�' �♦ . h �, a �'' I . • 1• TT li-lb,-W 7- Phone No.: Fax. No.:_ DSA File No.: _ COMPACTION TESTING DSAApp. No,: (Nuclear Method ASTM D-2922 & D-2950) Branch Office:. Test No. �- Density Count Moisture Count Moisture Correction Mode & Depth�� Wet Density, PCF Dry Density, PCF %'Moisture Standard Dens. (MAX.) J. Optimum. Moisture 4 0 - % Compaction. Specified Density �� fi ,'�' Test N .. i n� Elevation: MatT_ st o 'wStat o Location - Test No.: Station: Elevation:_ Location: ' 1 II. Test No Station: Elevation:_ Location: Test No.: Station: Elevation:_ Location: I i Test No.: Station: Elevation:_ Location: ,t Test No.: Station: Elevation: MatT Location: Test No.: Station: Elevation -- Location: r , PROJECT NAME: 6\ 1� o �(�r�rS CLIENT: (_ ��_ +_ .i �DATE:/ D Gauge Serial Noi: Density Std.: 101, _ MatT_ MatT MatT MatT_ MatT PROJECT NO.: TECHNICIAN. 7 Moisture Std.: f A Form No. 160 • Pioneer Printing (760) 353-5401 LJ .9' Phone No.: COMPACTION TESTING Fax. No.: (Nuclear Method ASTM D-2922 & D-2950) DSA File No.: _ DSA App. No.: Branch Office: Test No. Density Count i Oc� Z71 1 1 Mq I Da /n � Moisture Count 1 a � (DD I l s � _ Moisture Correction 4 Mode & Depth Wet Density, PCF 1 ` o 1 �ii 1 �,r.�1 ^ 7 , �-f`• , 1 �bt7 Dry Density, PCF (�� bs, 5 cil 1( 61N I )V& Moisture 1� < <o� I LI , � � -Z> �I 1� t � � t � I � t. 1� Standard Dens. (MAX.) 00s(,i D15 -18 K Optimum Moisture Compaction �� / `�► "5 � ��j It) 9 Specified Density �J( fy'- 9fj.L q r_,+ Of Test No.: � '�4 u' Station: j-� u Elevati n: ` t �MatT Location: C> V\ .sn_C rA C Test No.: �� Station: i� `rSQ Elevation: MatT Location. ` \ V Test No.: � �"�i Station: ��' Elevation: �7 MatT Location: �J•P � C I Vnrr\ \. , U� c_j-. ntx 1_�� t� kc 1.� ;.-.�.�'-!�, 1 dr�C� Test No.: �"" �) Station �(� Elevation: MatT Location: 1\ 1� t l i i � Test No. Location -'` Station: (� 1 \ Elevation: MatT it Test No.: ' Station:— Elevation: I" ! MatT Location: 1 I I ! ( Test No. Location Station: Elevation: MatT PROJECT NAME: }A 11UCI !L .nn� t PROJECT NO.: tyoc � t CLIENT: L .-I,, f G �a� �JDATE: if ��i )o TECHNICIAN: . �� --r .,. - . Gauge Serial Noj ` .: l ��%�� Density Std.: ' �!2Moisture Sfd.: Form No. 160 • Pioneer Printing (760) 353-5401 .•{� yj,•—yi" N n"cA,.AI .6y V� .. p- .t'M;J .w,.' ,"'�+r":•+v., •^-\.., •t,i.•,�,j' yy •k .dt,1.+�i.r'.'{}.•1t,,.�,..e• ..` („e�,. .Jlf •'"•n+r.o e.• r^'^,r..1,':Z.n�:..:.wC•,.ry.,•�1•iiM"'4.Y..' EL CENTRO: 760-370-3000 PALM DESERT: 760-360-0665 DBE/MBE/SBE COMPANY TECHNICIAN DAILY REPORT PAGE OF. Project Name: `'� t' 0 C N ff Project Number: Ut(j 17 Client Name: rjC Owner's Rep Onsite: OSHPD/Building Permit No.: Plan File No.: DSA File No.: Scheduled Arrival Time: DSA App. No.: Time In: ( ',DO Time Out:12', Lunch/Break: Mileage: Total Hours: General Contractor (Name & Company): Specialty Contractor (Name & Company): WEATHER CONDITIONS: EQUIPMENT USED: y AREAS WORKED: Location of work observed, tests/samples taken, progress, remarks, job problems/issues � n S�a'(�1 ri j:> . ^ _ it _�, /r /� p, , 1 ! Y 1 l� `'1 �iN \ �' rQ 11A') b. 1 V /� I�,.l � (_1 1. �, , r �� i r c�- � � 'r, �_ G: t ..' �,n � � �� g 1/t� L• �n ' fCc E•... I . ) i �- V 1 DID YOU OBSERVE EVERYTHING YOU EXPECTED?:' -YES ❑ NO DID YOU OBSERVE ANYTHING UNEXPECTED?: ❑ YES7 'RNO IN PARTICULAR, WHAT SHOULD BE OBSERVED/ DURING NEXT VISIT: tC,HECKED/RETESTED R toi r^tr� ( 41 V t NON-CONFORMANCE: TECHNICIAN'S SIGNATURE: kA fit DATE/DAY: PERSON NOTIFIED: V SIGNATURE: ` NOTICE: Our firm's technicians are represented onsite solely to observe operations of the contractor identified, to form opinions abodf the"adequacy of those operations, and to report those opinions to our client. The presence and activities of our field representative do not -relieve -a y c tractor from its obligations to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods, -operations and sequences of construction. 780 N. 41h Street, El Centro, CA 92243 77-948 Wildcat Drive, Palm Desert, CA 92211 71;'\ LU I `) -C, l. G ,;— DSA File No.: Phone No - S� COMPACTION TESTING DSA App. No.: Fax. No (Nuclear Method ASTM D-2922 & D-2950) Branch Office: d, Test No. W_ A � Density Count Moisture Count 0 Moisture Correction Mode & Depth Wet Density, PCF Dry Density, PCF 10 3 A -S % Moisture 1, - 0 YJ Standard Dens. (MAX.) 1)1-6 Optimum Moisture 19. 0 % Compaction 61 q 1"Specified Density 91 Test No.: L10 A Station. 1 S"6 Elevation: M _MatT Location- R,4, LAOa ke Ir NeF- e) w Ave, 5,� Test No.: Station: Vg Elevation: M MatT Location: Test No.: Station: Elevation: MatT Location: Test No.: 'Station: Elevation: MatT Location: Test No.: Station: Elevation: MatT_ Location: Test No.: Station: Elevation: MatT Location: -test No Station: Elevation: MatT Location: PROJECT NAME: CLIENT CA k ls_,\- Gauge',Serial'No.:—�15 Cc 6"% PROJECT NO.: �Ck DATE: TECHNICIAN: A LO Density Std.: Moisture Std.: Form No. 160 - Pioneer Printing (760) 353-5401 . ?Qxz DSA File No.: Phone No.: A\o6-0V" S COMPACTION TESTING DSAApp. No.a Fax. No.: (Nuclear Method ASTM D-2922 & D-2950) Branch Office - Test No. Density Count 1�5� Moisture Count Moisture Correction ......� Mode & Depth Wet Density, PCF X V 0. 0 Dry Density, PCF (, • cU % Moisture b 'q Standard Dens. (MAX.) ) \ Optimum Moisture 190 % Compaction q; Specified Density q v -1 Test No.: Via" Test No.: Via" Station. 3,6 6 O Elevation: A Maeet'I: Location: S�dC ��A C C U 1J It-k ),C- '51 Test No.: Station: Elevation: Mat'I: Location: Test No.: Station: Elevation: Mat'I: Location: Test No.: Station: Elevation: Mat'I: Location: Test No.: Station: Elevation: Mat'I: Location: r Test No.: Station: Elevation: Mat'l: Location: Test No.: Station: Elevation: MatT Location: PROJECT NAME: CLIENT.—( 1-lof Gauge Serial No.: k.1'�� ^�� '% PROJECT NO.: %tc�G�',,r�ci DATE: 3' y'�5' TECHNICIAN: y f� ' 5 Density Std.: Moisture Std.: Form No. 160 • Pioneer Printing (760) 353-5401 ��j��7S�',rht'ry.l'h�'�•"• )� ti�(�M�"R'f��r1•..T+�•�?1• y..PhhK�1R'F irZ►rR>S1 X j1 �t at^. �+�� it �,..... '•Y,.. X,.A,f(�.�r4+'`" �, . .. _..,::�.,, LANDMARK EL CENTRO: 760-370-3000 PALM DESERT: 760-360-0665 DBE/MBE/SBE COMPANY ` r TECHNICIAN DAILY REPORT PAGE OF Project Name: G) . V �c-.�„�� ,F� �� Project Number: L • &� Al Client Name: I �� Owner's Rep Onsite: .- c, OSHPD/Building Permit No.: Plan File No.: -- DSA File No.: ---------. Scheduled Arrival Time: DSA App. No.: Time In: ., • b Time Out: of : 5D Lunch/Break: ,,�...� Mileage: -fir— Total Hours: S General Contractor (Name & Company): ---� " Specialty Contractor (Name & Company): WEATHER CONDITIONS: CONDITIONS: C laca\ EQUIPMENT USED: Vt p d G, AREAS WORKED: Location of work observed, tests/samples taken, progress, remarks, job problems/issues t` t` V C: O IU S% k-16 r S ai ye S E GELev VE 17 C . i VA #&F. PAwl aq' O A Y�\ C c' do 0 K , VIA 0,1 C 0K3 5 _V -Z-2S %fit / It e-Z2 , b n <-. - i DID YOU OBSERVE' -VERYTHING YOU EXPECTED?: EI\YES ❑ NO DID YOU OBSERVE ANYTHING UNEXPECTED?: ❑ YES .NO IN PARTICULAR, WHAT SHOULD BE OBSERVED/CHECKED/RETESTED-DURING NEXT VISIT: n :`- NON-CONFORMANCE: A ,- TECHNICIAN'S SIGNATURE: DATE/DAY: /�� p PERSON NOTIFIED: / a SIGNATURE%/-/��,. Nu i Ict: uur nrm s technicians are represented ons!te solely to observe operations of the contractor Identified, to form opplons 9bout the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field representative do not"relieve any contractor from its obligations to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods, operations and sequences of construction. 780 N. 4th Street, El Centro, CA 92243 • 77-948 Wildcat Drive, Palm Desert, CA 92211 KMAR-18-2005 FRI 11:06 AM 03/21/2006 20,54 7607758279 ` Mash .1 S, Z005 � �,�✓ FAX NO. P. 02 GRANITE PAGE 01 rimnff E CM I Film La Quinn Redevelopment Agency 78-095 Calle Tampico L& Qlam C41ifornia 92253 r/ Attention: John Freeland 6 44015 Project 3iiverroa Resort Canoed no.: 2002-07F La Qulnta. California Su10e0e Crushed Miseollaneous, Base Submittal SSPWC Section 200-2.4, PRODUCT CODRt T011RVC52 we intand to provide eWsgate base that contbrms hi the f0110%ft critarla: Size Sample Staple Sample Sample, Yotal SSPWC Celtfatts Sec,26 #1 *2 #4 Fine 1,54 100 100 100 100 100 loc.,100 1.0" 100 100 100' A 100 85-1 oo (go-100 V4" so 82 90 92. 10 76 73 88 71 wi 65 63 ;56 61 61 �o / 35�0 / No-4 46 40 40 40 No.0 36 W No.16 29 28 25 39 26 36 27 No. 30 19 16 - 14 1s 16 12-28 10.30 No,50 13 13 10 13 12 No. 100 7 8 5 4 3 4 4 2.10 l 2.9 No.200 4 PLANT LOCATION: India California India California (91-33-0030) AWP,F,GATE SOURCE: SAND EQUIVALENT: 67 DURABILITY WDEk 41 1293 LBS/Ff' MAXIMUM DENSITY: 9AD* 39.2% LA ABRASION Q 00, S00 Rev.) 83 R-VALUE fftheft arc any questions regarding this submittal, ptew contact nee uridemigned. Respectfully Submitted, GRAN CONSTRUCTION CO Emir► ' g Sdrvicos Manager Approved BY; . Date: �-- ARer Approval Distnbution: 1 •Main Job Pile. 2 Materials Dispatch Southtm Gastonia Rsglon Moo monme St. Info, CA 02203 Phone 740/776-IMO FAX MON768?.2'Y v MAR-18-2005 FRI 11:06 AM r FAX NO. 6 P. 01 R,.itau�rw�a uarawr..�,ap�✓ff Fa-casi it T allsillissio Go-Vel, s ' S � lust -mow pfom pa air- N i5, (909) f 99-0950. I 09 69 .4m 7Wit+'`- n ., .-a .,_ +,,,rw` �s ,.,... ..e'+..,,.. ., EL UENIRU: /0U-3/U-3000 PALM DESERT: 760-360-0665 DBE/MBE/SBE COMPANY TECHNICIAN DAILY REPORT PAGE / OF "; "' Project Name: ; j �,� IS. , r r !' ,r ; �_ f . .- _ r �'r �� t,(. ,Project Number: Client Name: �� ; / ; /' , �,�, -�,-(� ' Owner's Rep Onsite:t V11 S OSHPD/Building Permit No.: Plan File No.: DSA File No.: Scheduled Arrival Time: A M DSA App. No.: Time In: ,� Time Out: fi)0 1(� Lunch/Break: j� Mileage: Total Hours: General Contractor (Name & Company): Specialty Contractor (Name & Company): y/�r r Aj j�,, �- / , 4 WEATHER CONDITIONS:�,�, EQUIPMENT USED: AREAS WORKED: Location of work observed, tests/samples taken, progress, remarks, job problems/issues A I- ', ... ` �� t' i < � � /1 . : , 13,E , / , tz�-, >� r DID YOU OBSERVE EVERYTHING YOU EXPECTED?: ; YES ❑ NO DID YOU OBSERVE ANYTHING UNEXPECTED?: ❑ YES NO IN PARTICULAR, WHAT SHOULD BE OBSERVED/CHECKEDAETESTED DURING NEXT VISIT: NON-CONFORMANCE: TECHNICIAN'S SIGNAtiURE A % DATE/DAY: PERSON NOTIFIEDC�Pi �_//ter-!�� SIGNATURE: . NOTICE: Our firm's technicians are represented onsite'solelyfto observe operations of the contractor identified, to form opinions about the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field representative do not relieve any contractor from its obligations to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods, operations and sequences of construction. 780 N. 4th Street, EI Centro, CA 92243 - 77-948 Wildcat Drive, Palm Desert, CA 92211 DSA File No.: Phone No.: (.0 D ' 0 (p (0 COMPACTION TESTING DSA App. No.: Fax. No.: (Nuclear Method ASTM D-2922 & D-2950) Branch Office: _.A' Ion I -T- Test No. Density Count Moisture Count 14 q Moisture Correction �A Mode & Depth Wet Density, PCF Dry Density, PCF % Moisture Standard Dens. (MAX.) Optimum Moisture W % Compaction Specified Density Test No.: Vj Station: 14 (9 el Elevation: E Mat'l: - - 4 - ZZ/ Location:f-\Ve- �A It 9 t`p,t A,,) IA IA.) Test No.:— Location:—, Test No.: Location: Test No.: Location: Test No.:, Location: Station:— Station:- Station:— Station: — Test No.: Station: Location: Test No.: Station: Location: Elevation: Elevation: Elevation: Elevation: Elevation: Elevation: Mat'l: Mat'l: Mat'l: MatT, MatT Mat'l: PROJECT NAME: 7R� for k- i, jA 11 pe ,, 1, 4 ",11, PROJECT NO.: - CLIENT. V P, /C1 (',"Ufc-DATEAZ/_—��- 19!5 TECHNICIAN, Gauge Serial No.: r7 Density Std.: ..Moisture Std.: Form No. 160 • Pioneer Printing (760) 353-5401 r.4 EL CENTRO: 760-370-3000 PALM DESERT: 760-360-0665 L)bh1Mbb15Ht UUMNANY TECHNICIAN DAILY REPORT PAGE OF Project Name:{,'- ', �, 1,� t i�'t_r b _� 1�i-D, Project Number: TQC] Client Name: (' ; �, i rA G l..j\\ r_ Owner's Rep Onsite: OSHPD/Building Permit No.: Plan File No.: DSA File No.: Scheduled Amval Time: DSA App. No.: Time In4"5 PC) Time Out: Lunch/Break: Mileage: Total Hours: General Contractor (Name & Company): Specialty Contractor (Name & Company): WEATHER CONDITIONS: W C 4 ,NA 4 ':� c EQUIPMENT USED: 1 AREAS WORKED: Location of work observed, tests/samples taken, progress, remarks, job problems/issues 1.r� .. �..,c:�� rti�,d � � / �Pc .� � �`�i" � . !��^i ° :�.ti ._ i 'Y.' ��' (.._. tc_.�i� �k• �T1(...-� .� i'Y " F!"e �' C. � , � r . � !�� - Q \ .� V/`"Fk"",.. � �"'ti CJ �.� ,�.! �Cf ' - �\ � G ��G• )< �:ecvr c K to i _� r <,Y, 4. Jr, � r ,j J.t^i ' C y''�^ � f tea/ 1.1CCi,+f (c,t7 }C III T,� iA- L. V/f DID YOU OBSERVE EVERYTHING YOU EXPECTED?:__'0 YES ❑ NO DID YOU OBSERVE ANYTHING UNEXPECTED?: ❑ YES ,P-NO IN PARTICULAR, WHAT SHOULD BE OBSERVED/CHECKED/RETESTED DURING NEXT VISIT - NON -CONFORMANCE: TECHNICIAN'S SIGNATURE: DATE/DAY: 61 PERSON NOTIFIED: �� SIGNATURE: '�� r W NOTICE: Our firm's technicians are relp'Fesented onsite solely to observe operations of the contractor identities, to Corm opinions adout the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field representative do not relieve any contractor' from its obligations to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods, operations and sequences of construction. 780 N. 4th Street, El Centro, CA 92243 • 77-948 Wildcat Drive, Palm Desert, CA 92211 y 4; Y }•...)(`-"tab a;�., • �:?�: � '• `%X .'K k'.� 4r yr '. ti 1 0 '.M Phone No.: Fax. No.:— DSA File No.: Ey COMPACTION TESTING DSA App. No.: (Nuclear Method ASTM D-2922 & D-2950) Branch Office: Test No. a�— 11 -7. Density Count Moisture Count 1 1 Moisture Correction Mode & Depth Wet -Density, PCF Dry.Density, PCF D % Moisture Standard Dens. (MAX.) Optimum Moisture % Compaction . t G, Specified Density Gi Y t�k Test No.:, /W 7 Location:_ Test No.: Location: 4 ) er Elevation: — Mat'I: Station Station: +� Elevation: `- Mat'I:_` �) `� Station: �� Elevation: Sty MatT No.: rSP \ - .. �c ` Location: — ._ Test No.: Station: Elevation: MatT L ocation. Test No.: Station: Elevation: MatT Location: Test No— Station: Elevation: MatT Location: Test No.: Station: Elevation: MatT Location: }} PROJECT NAME: �•� IFS i�C. l� , �.� • r �� CLIENT:tr A-�l r > � �T+ { `: ,Y NN ATE: Gauge Serial No.: Density Std.: t•.-� 7 PROJECT NO.:«�t( � 4 T , TECHNICIAN: Moisture Std.: Form No. 160 • Pioneer Printing (760) 353-5401 .V PF ' . A ,�... )A`� �` ..- ..:•.,-..., +,> .hvN-,1,.,�"•`._. '♦ .......+I.,.•,•r ♦- r.�. �r r �'-"ter'#..... EL CENTRO: 760-370-3000 PALM DESERT: 760-360-0665 DBE/MBE/SBE COMPANY TECHNICIAN DAILY REPORT PAGE OF• Project Name: cj�t� Project Number: Client Name: �,af ,..}�` ,,, �� ", Owner's Rep Onsite-.' OSHPD/Building Permit No.: �! Plan File No.: DSA File No.: Scheduled Arrival Time: DSA App. No.: Time In: n;r Time Out: 1;, G� ;� Lunch/Break: Mileage: Total Hours: General Contractor' (Name & Company): Specialty Contractor (Name & Company): ., WEATHER CONDITIONS: ` �3 �111�� j�(, ; •�j EQUIPMENT USED: j AREAS WORKED: Location of work observed, tests/samples taken, progress, remarks, job problems/issues ��tnC.;`k/ 1t,f� v>) r-7 �c ='C i��j- �`, `c7„� (,AA ttrJCc�47 A' �%A :1;�r��ilF +f ��I! •...; ^� "1 `�r.t �~�(�~ a _f Vr a PO/ JO C J , 01.d tr i' vtP1,,V A ►- t �J U 'i lx U - ./' 1NA �� t C? t�� i ``��" �Lt n r-,'V': DID YOU OBSERVE EVERYTHING YOU EXPECTED?: 'O YES_ ❑ NO DID YOU OBSERVE ANYTHING UNEXPECTED?: ❑ YES 0"NO IN PARTICULAR, WHAT SHOULD BE OBSERVED/CHECKED/RETESTED DURING NEXT VISIT - NON -CONFORMANCE: A ~ TECHNICIAN'S SIGNATURE: It,•ir �` DATE/DAY:. PERSON NOTIFIED: J SIGNATURE: NOTICE: Our firm's technicians are represented onsite solely to observe operations of the contractor identified, to form opinions about the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field representative do not relieve any contractor from its obligations to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods, operations and sequences of construction. 780 N. 41h Street, El Centro, CA 92243 • 77-948 Wildcat Drive, Palm Desert, CA 92211 �.,.... .... t_sw.. a,��rsii+,..1-... � .tr.,...++ - �--s.:-+.a»-+,►.......is--ro.:..... .....r.+..r+�r..y�..t _�....s.. - _. ..� .. C`.' ' � 'r.�'• .,,+" ..;1n.'. �..i'^�Ke�.�t;+r.. .t ...rj""w'�X"`iY1tk �'+.n.k+;Nc..+'✓'.9 "t"RY•i+-r+.r >„�"..y�a t:tr ..'�.: ,y..�"'�t.. •+.f.. .zyR.'2T ,�•.r. ,.��Y R.t�T•r�J.:}f�°7"�'yt LANDMARK Phone No.: COMPACTION TESTING Fax. No.: (Nuclear Method ASTM D-2922 & D-2950) DSA File No.: _ DSA App. No.: Branch Office:. Test No. {� �`` 7C} 7t( j_-,CT ! Density Count Moisture Count Moisture Correction Mode & Depth Wet Density, PCF Dry Density, PCF % Moisture Standard Dens. (MAX.) Optimum Moisture % Compaction v� ^'r—, '_� �, ct "i �o �� t'i `"► �( Specified Density Test No.: Location: to (P Station: " = �-� Elevation. ^� ' 1� ,( _7 Test No.: .,, Station: cI Location: �} �) 0 L--, Test No.: 1j A J p 7 Location. 9 Test No.:�` A t Location: \ 0 Test No. Location Test No. Location Test No. Location k: Elevation: Mat'I: (n Mat'l: Station: �`�� Elevation: �" Mat'I: Station: � J0 Elevation: t �� MatT 1 R, Station. Elevation: Mat'I: Station: Elevation: �Ry MatT Station. i `1> I S (> Elevation: CS Mat'I: PROJECT NAME: �� -,a�,r�� PROJECT NO.: CLIENT:/- A li -�x t j- �j � DATE: �t f ��^,1� TECHNICIAN: � 'o. Gauge Serial No.:4I,.''��` '� Density Std.: . �2_3`") Moisture Std.: � T? Form No. 160 • Pioneer Printing (760) 353-5401 .r9ii'v-nsT'r''�,Oy1•�, ."'%•`�nti •'Wik('' �I'l�•y?y:: ^iy�'r.. °� .+• :$1w rS- '✓7` 1�',.t�f� �Yt r.J"�-Ij"' � .. -rr...� '�jp' �,�, Y�� .�. Phone No.: Fax. No. V VlI 1 IIG 1\V.._ COMPACTION TESTING DSA App. No.: (Nuclear Method ASTM D-2922 & D-2950) Branch Office: Test No. S (1).•-7 7- 5 Density Count Moisture Count a - �--(-; Moisture Correction Mode & Depth�,� Wet Density, PCF Dry Density, PCF `- C(�;> % Moisture Standard Dens. (MAX.) ! Optimum Moisture + Compaction Specified Density ,. �^�j \�J �l T� Iz� 1�"// 6�lj Test No.: Station,' Elevation: Mat I: Location. 1 \lR t Y y' Sf l 1r-, Test No.: Station: Elevation: MatT_ Location: Test No.: Station: Elevation: MatT Location: Test No.: Station: Elevation: MatT Location: Test No.: Station: Elevation: MatT Location: Test No.: Station: Elevation: MatT Location: Test No.: Station: Elevation: MatT Location: �y��: ll # l PROJECT NAME: ti.t �_ �� PROJECT NO.:r� CLIENT: ' ,4 _ � 4� r,�` DATE: f,� r'1l �r..• TECHNICIAN: 1. ( / .. - - �.e7 Gauge Serial No.: Density Std.: - 'Moisture Std.: ! Form No. 160 • Pioneer Printing (760) 353-5401 L. EL CENTRO: 760-370.3000 PALM DESERT: 760-360-0665 DBE/MBE/SBE COMPANY TECHNICIAN DAILY REPORT PAGE OF Project Name: I''•,\V�_- C Cyr �5.�� Project Number: L p Client Name: (� C7 '0, ) Owner's Rep Onsite: S OSHPD/Building Permit No.: --- Plan File No.: — DSA File No.: Scheduled Arrival Time: - DSA App. No.: Time In: \ -V : C, 67 1 Time Out: 3 ; 0 Lunch/Break: -6�-- Mileage: -[ --- Total Hours: 3 •0 General Contractor (Name & Company): Specialty Contractor (Name & Company): ()7'� r� T\'l ra eO 5A- WEATHER CONDITIONS: LL a'yVq \,_,1) III, )\ EQUIPMENT USED: f AREAS WORKED: Location of work observed, tests/samples taken, progress, remarks, job problems/issues A qa _ e Ki a w s L \ �^- c, c• lt� d S t- r -�P re V&f d 1 DID YOU OBSERVE EVERYTHING YOU EXPECTED?: /D,YES ❑ NO DID YOU OBSERVE ANYTHING UNEXPECTED?: ❑ YES \ V'NO IN PARTICULAR, WHAT SHOULD BE OBSERVED/CHECKED/RFETESTED DURING NEXT VISIT - NON -CONFORMANCE: t // r r Ri\' - / ► i t1 ! J A I TECHNICIAN'S SIGNATURE: %Ct�'�CII�� DATE/DAY: PERSON NOTIFIED: r SIGNATURE: NOTICE: Our firm's technicians are represented onsite solely to observe operations of the contractor identified, to form opinions about the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field representative do not relieve any contractor from its obligations to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods, operations and sequences of construction. 780 N. 4th Street, El Centro, CA 92243 • 77-948 Wildcat Drive, Palm Desert, CA 92211 •�'.3'c•:+4{?C.iti-► e,- . .•., 1�'ih , •�-+�., •. .. �-,.,. .af•..y, .; 4•t. � ��• .. . A..:.�r . ... -. � . - "+flirt.-. :•.. �t,,,,,.. \+'.t` +. •t7t.-.. ,.. •M A,. EL CENTRO: 760-370-3000 PALM DESERT: 760-360-0665 DBE/MBE/SBE COMPANY TECHNICIAN DAILY REPORT PAGE OF Project Name: %c�c�� L. Project Number: 1-00a 1� 1 Client Name: C Owner's Rep Onsite: `Iz? OSHPD/Building Permit No.: Plan File No.: - DSA File No.: Scheduled Arrival Time: DSA App. No.: Time In: Time Out: 1,9,r)Lunch/Break: Mileage:-- Total Hours: 3 General Contractor (Name & Company): Specialty Contractor (Name & Company): Ct,�'�� rc--o to WEATHER CONDITIONS: Y l C)V EQUIPMENT USED: rr,),,eIF— AREAS WORKED: Location of work observed, tests/samples taken, progress, remarks, job problems/issues 6\vC�7 n S �P yr a8 C e' � : �v� N <> ci •e e. �e �n �, � ��•� rt� e C rT �7 / 1 .`rt to \ Ir G\ 0 �` C 1,1 114 /-1,1 is\ `_..' h\ Oar , ,� `` — c l l " -C C&) g n it Ck C Urn a C.a \ 0,Z q S -/6 o C\—�— c.) 32ei� --A Ck M 12 t� o V DID YOU OBSERVE EVERYTHING YOU EXPECTED?: ,] YES ❑ NO DID YOU OBSERVE ANYTHING UNEXPECTED?: ❑ YES /0 NO IN PARTICULAR, WHAT SHOULD BE OBSERVED/CHECKED/RETESTED DURING. NEXT VISIT: I VII NON-CONFORMANCE: 11 V 1 ' �j/x A, %. TECHNICIAN'S SIGNATURE: Ir DATE/DAY: Z PERSON NOTIFIED: ( SIGNATURE: Nu i ic;t: uur Tirm's technicians are represented onsite solely to observe operations of the contractor identified, to form opinions about the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field representative do not relieve any contractor from its obligations to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods, operations and sequences of construction. 780 N. 4th Street, El Centro, CA 92243 • 77-948 Wildcat Drive, Palm Desert, CA 92211 4 6 ALI DSA File No.: Phone No.: �Pt- f. COMPACTION TESTING DSA App. No.:. Fax. No.: (Nuclear Method'ASTM D-2922 & D-2950) Branch Office: ` '0�' Test No. Sw _ (off Density Count Moisture Count ) p Moisture Correction Mode & Depth Wet Density, PCF Dry Density, PCF % Moisture Standard Dens. (MAX.) 9 Optimum Moisture 14 • 0 % Compaction q Specified Density Cf Test No.:. Station: Location: ,Pck`a &� a40 c5 Ni Ave, Elevation: S ' _ MatT sl P" M G� 3"e fe r-tX,nl -5LJ Co1. nE- p- Test No.: Station: Elevation: MatT Location: Test No.: Station: Elevation: MatT Location: Test No.:' Station: Elevation: MatT Location: Test No.: Station: Elevation: MatT Location: Test No.: Station: Elevation: MatT Location: Test No.: Station: Elevation: MatT Location: PROJECT NAME: CLIENT: C� ��/ Gauge Serial No.: „S ' ti' z 6 rr`-' PROJECT NO.: l'/�c) d D `�` qy' KAIDATE: - TECHNICIAN: 9'� Density Std.: Moisture Std.: Form No: 160 • Pioneer Printing (760) 353-5401 1 � w Aw J i DSA File No.: Phone No.: K�U �COMPACTION TESTING DSAApp. No.,. t Fax. No.: (Nuclear Method ASTM D-2922 & D-2950) Branch Office: Test No. d� 1 Density Count 915- Moisture Count 1\ A Moisture Correction Mode & Depthj Wet Density, PCF O Dry Density, PCF. 0 . % Moisture ) 0 Standard Dens. (MAX.) Optimum Moisture % Compaction Specified Density �% 5 4: Test No.. CA _ 8 Station: Elevation: G 'CA Mat'I: Location: ��1�,t �PCar\P 60 Ave-- Sri QVd TrP�eZS, ^Q A0 C©IAC-1.. Test No.: Station: Elevation: Mat'I: Location: Test No.:. Location: Test No. Location Test No. Location Test No. Location Test No. Location Station: Elevation: MatT Station: Elevation: Mat'I: Station: Elevation: MatT Station: Elevation: Mat'I: Station: Elevation: Mat'I: PROJECT NAME: ' lV�,oL.Y C) I'• t �" PROJECT NO.: CLIENT: C / 0 1A CA DATE: 73 �9 " 0-5 TECHNICIAN: Ale n Gauge Serial No.: c�S Density Std.: Moisture Std.: Form No. 160 • Pioneer•Printing (760) 353-5401 4�x-`"ti,.f+i,y9P;�.r•rW-�`+r'�4v�i�f:�4�i'i'rwY.s,.�.1F..ri.� t A T1TT DSA File No.: Phone No.: COMPACTION TESTING DSA App. No.: Fax. No.: (Nuclear Method ASTM D-2922 & D-2950) Branch Office: Test No..-- " ( T� Density Count 1) `�' �( 33 5 Moisture Count Y�j N-) L 7 ' Moisture Correction Mode & Depth . 126- Wet Density,' PCF of ( 'Dry Density, PCF 6` (), Moisture ,o Standard Dens. (MAX.)r 11 ' Optimum Moisturet Compaction � C�;)1� �� -� � �.� 9 Specified Density] Test No.k • Station: f�` -1�� Elevation: MatT ( r Location:l\)�..��+�=T� /, ` `% Test No.:Z t 7 Station: Elevation: Location: I i 1 i ( ; �•�`-`' r~ �� Elevation: MatT Test No.: l Station: �� ( 1 E Location: Test No `- �20 Station: \7 ,\)�� Elevation: ,._2 Mat'I: . .( Location: 1 i? �kS�" r > 4" ,� 7 Test No.: Station: Elevation: MatT I ncatinn- Test No.: Station: Elevation: MatT. Location: Test No.: Station: Elevation: MatT Location: ANIR C �iY AN'D ,--7 C?t5 I� ! PROJECT NAME:: r , PROJECT NO.: C), CLIENT: -+�`I l -• ,�.�� '- DATE: TECHNICIAN: Gauge Serial No.:— Density Std.: Moisture Std.: ��• s r Form No. 160 • Pioneer Printing (760) 353-5401 "'�`n.7lik�r^�`•r�'.�'�a`��,�;.r-�.*T�-.�r ».�:..;.a aa-��r--•�'-ti„F ��t"�,.'••""."r-�+'.,.�`w+�-W,�-�w-*.,,.-.1�-�--�•-"'xisT:�,;.rr�•-'•n•r--'.. ��_,,, . 1 x AND ARIA M. mw N l� Phone No.: Fax. No.: At COMPACTION TESTING (Nuclear Method ASTM D-2922 & D-2950) DSA File No.: _ DSA App. No.: Branch Office:. Y Test No. A(- Density Count L 7 t� D, { Moisture Count (9'1 Cl Moisture Correction Mode & Depth r`'�5 Wet Density, PCF Dry Density, PCF % Moisture i � f Standard Dens. (MAX.) tiy. Optimum Moisture �. % Compaction ! a `�' Lj ; {�j Q st 5 Specified Density Test No. Location Test No. Location Test No. Location Station: ' Elevation: i MatT �� ' Station: Elevation: MatT 11 Station: Elevation: MatT r) { A 4k:� Test No.: �- Location: _� t Station: t r ,� A ( C)\ Elevation: 1 -� MatT Test No.: Station: Elevation: MatT Location: Test No.: Station: Elevation: MatT Location: Test No.: Station: Elevation: MatT Location: PROJECT NAME: CLIENT-(�` Gauge Serial No.: r, V'•l PROJECT NO.: � � Jt134) /:��'� � `� �� DATE: �)/ff�r '/ ; TECHNICIAN: _Y 0 • ter' Density Std.: L_ Moisture Std.: Form No. 160 • Pioneer Printing (760) 353.5401 Y"Y.L 4- Mrs 0 y, Imo,., .-� - .. • ... � T . - _� 1� l� . � _ _ .. DSA File No.: Phone No.: COMPACTION TESTING DSA App. No.: Fax. No.: (Nuclear Method ASTM D-2922 & D-2950) Branch Office: Test No. -�.(l !� ,) ' � -A-) �)- �, �)�J— --7- Density Count I 10 Moisture Count Moisture Correction Mode & Depth Wet Density, PCF 1 1 ; D !` •� Dry Density, PCF ( N3.5 1 U %Moisture �ti �� -� �a, I N, Standard Dens. (MAX.) Optimum Moisture % Compaction ; C,- , C Specified Density q () S �-i r� (a r� j � � � � � � Q Elevation. � � MatT t `✓�` � �+ Test No.. Station. Location: VQ L� l.i\GHQ\� �)� �. e r. C .. � -' r , j t� �= _. r t Test No.:-'lsy. it Station: y Elevation: MatT Location: 1 � l r � `'� ��'� Test No.:(0 Station: Elevation: MatT_ Location: i ��„p 4 Test No.: Station: Elevation: �-- r_-*' MatT_ Location: �� Test No.: Station: Elevation: MatT_ I nrnfinn- Test No. Station: Elevation: MatT. Location: Test No.: Station: Elevation: MatT I nrnfinn• PROJECT NAME: 4�f� •� ln�� !' ? �� r PROJECT NO.:t `��'� i CLIENT:��, f '%� �� ` AC_ DATE:r_� /•^� > TECHNICIAN: 'y Gauge Serial No.: i 21' i ,ll Density Std.: Moisture Std.:— Form No. 160 - Pioneer Printing (760) 353-5401 0 I i t� r`�,�r'�-J,.,'�`"'tii:�,, ''�;...:��.. `s�.�.✓�..�. �•`-,-,�n---`-L..`..t-.'�.r"'.:ti.,�.^-��ta'Y:�7-�i',�'.:,,iv""'�:..:="fv„-¢,;�.v.;�,'^.:_,..i.---"N-f"^�7:,�:.%`.i�..✓+�.o-:r.-:%'�i,,..+.�--✓i::J-.�.:J*-:y�-. u+r''-,,.t""«.y.;� 3290 Imperial Irrigation District Power Department —Underground/Service Inspection , CLIENT: z, `I d-- �< DATE: �' CONTRACTOR: a :_,,,� , acc `- t. t P` '�, _ I ,�_ TIME: PROJECT NO.: NETWORK NO.: P) '? s { ', INSPECTOR:t CSP NO.: CONTRACTOR: a JOB LOCATION: PASS FAIL TRENCH: ® F7 PRIMARY SECONDARY 0 0 SERVICE CONDUIT:- PRIMARY 0 SECONDARY 0 0 SERVICE MANDREL:. '1 PRIMARY 0 0 SECONDARY 0 SERVICE PHOTO/s AVAILABLE A NOTES: ❑ YES NO PASS FAIL VAULT: STANDARD 0 SECTOR 0 SWITCH GROUNDS::;' 0 PAD SECTOR /1 VAULT PAD: SSG PULLBOX: 0 OTHER: 0 0 Imperial Irrigation District — Power Construction Management IID-766 (7-01) Phone (760) 339-9532 Fax (760) 339-9533 M LANUM.ARK' Ge6-Engineers and Geologists.. a DBE/MBE/SBE Company 780 N. 4th Street Q El Centro, CA 92243 (760) 370-3000 (760) 337-8900 fax 77-948 Wildcat Drive Palm Desert, CA 92211 (760).360-0665 January 21, 2005`±,:: (760) 360-0521 fax Mr. John Freeland City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253 SUBJECT: Progress Report of Construction Material Testing Silver Rock Ranch Off Site Improvements LCI Project No. LP04171 Dear Mr. Freeland: This report contains'field and laboratory test results for the subject site. Test results for this report encompass the -following areas and time periods: Area Abbrev Test Period • 1. Water. (W) 11/23/04 to 01/13/05 2.. Sewer (SW) 11/17/04 to 12/07/04 3. Curb & Gutter (CG) . 12/02/04 to 01 /18/05 4. Subgrade (SG) 12/03/04 to 01/14M 5. Basegrade (BG) 12/07/04 to 01/14/05 6. Storm Drain (SD) 12/07/04 7. Asphalt Concrete (AC) 12/10/04 to 12/13/0.4 8. Common Trench (CT) 01/18/05 3! tR�l� J�� ►b co/ �/� City of La Quinta LCI Project No.LP04171 Shallow type field density testing was performed by nuclear gauge methods according to ASTM procedures D2922 (soil and rock density), D3017 (soil & rock moisture content) and D2950 (asphalt concrete). Field density results are compared with laboratory maximum density, performed according to ASTM D 1557, (soil) and D 15 59 ( asphalt concrete), to obtain relative compactive effort and deviation from optimum moisture test results are attached. Specification requirements for relative compaction areas follows: A. Minimum of 90% for the Utility Trench Backfill B. Minimum of 95% for the Subgrade & Basegrade C. Minimum of 90% for the Curb Gutter D. Minimum of 95% for the Asphalt Concrete The test results show that the compaction efforts conform to the approved plans and specifications, except as noted. Approximate locations of the tests are indicated by stationing and/or paced distanced from physical features on the site. A legend is included with'this report to identify abbreviations and maximum density determinations used in this report. Thank you for the opportunity to provide testing services. Please do not hesitate to, call if you have any questions or require additional information. S Greg Area Yours, i Geotechnical, Inc. ;y Landmark Consultants, Inc. Summary of Laboratory Tests Maximum Density - Optimum Moisture (ASTM.D1557) Client: City of La Quinta Project Name: Silver Rock Resort Off Site Project No.: LP04171 Mat. Type Description USCS Max. Density (pci) Opt. Moisture (%) 1 Light Gray Silty Sand SM 105.0 18.5 2 Olive Silty Sand SM 100.5 9.5 3 Olive Brown Silty Sand SM 108.0 13.5 4 Olive Brown Silt with Clay NIL 113.5 14.0 5 Sandy Silt SM 111.0 14.5 6 Olive Brown Silty Sand SM 114.5 14.5 7 Dark Brown Course Sand SP 133.0 7.5 -8,.. Olive -Brown Clayed Sandy Silt ML 121.0 14.0 9 Aggregate Base .135.5 8.5 10 1/2" MM Asphalt 146.3 U Landmark Consultants, Inca - Compaction Test Summary Client:.City of La. Quinta Project: OffSite Improvements Project No LPO Test o . Water -:-• MAIN, Datum etow - nit�W � c Cam' Den�ity� c Comp ' � o 1 11/23/04 Sta. 29+50 , 4 PZ 112.5 2.3 113.5 99 P N c2= =1=1%24/04- � Sta. 29+25 Jr" !�`9V qua 5 PZ 100 3- 18.4 111.0 _90. - O :N 3 11/24/04 Sta. 44+00 2 PZ 98.3 14.1 100.5 1. 98 P N " 1-1/24/04-. -' -- -�-�- Sta. 37+50 •��y �� 5 �" 2 ' PZ _94:6 7.0 ::100.5.- �94 �P_- rN 5 12/09/04 In front of Tradition 1 PZ` 100.1 116.7 105.0 95 P N 6 •12/09/04, In front of Tradition 1 MT 103.8 12.9 '105.0 99 P ' N. ...7 12/13/04 ' Waterline "A"' 1 . PZ 103.6 10.4 105.0 '99 P N 8 12/13/04 Waterline "A" 1 MT 105.4 13.3 105.0 " 100 P N 9 12/14/04 Sta.54+50 5., PZ 105.1 11.8 111.0 95 P N 10 12/14/04 Sta.54+40 5, MT 106.7 11.0 111.0 96 P N H -12/15/04 Sta. 58+25 2 PZ 97.9 ' :14.6 100.5 .97- P N 12 12/15/04 Sta. 58+20 3 MT' 106.6 12.1 108.0 99 T - N 13 12/1.7/04 n Sta.9+00 3 1 PZ T-101.2 al 105.0 96 4P5, N 14• 12/17/04' . Sta. 9+00 2 'i MT '98.4. 1.. 100.5 98 P -,N 15 12/22/04 4 Sta. 11+19 1, PZ 102:5 ' 13.7 105.0 98 P. ` N 16 12/22/04,. Sta.11+18 6' MT 114.1 12.7 114.5 100' P N 17 12/23/04 Sta. 16+47 5 MT 106.3 (6) 111.0 96 N 18 12/23/04 - Sta. 16+47 1.5 a° p� 5 MT " -110.3 E18 ' 111.0" 99 tp -* N ' 19 12/27/04 Sta. 33+78 ' . 5 1 PZ -.101.2 15.1 111.0 91 P N 20 12/27/04 Sta.33+78 5. MT. 109.1 12.4 111.0 98 P N 21 12/27/04 Sta. 20+75 . 4t 3; •„ r PZ 97.7 10.7 108.0 90. P N 22 12/27/04 Sta.20+75 2 MT 99.6 10.6 100.5 99 P N 23 12/31/04 Sta. 31+00 5 PZ 100.3 11,0 111.0 90 P N 1� Landmark- Consultants, Inc. Compaction i• Test'Summary - Client: City of La Quinta , Project: Off Site Improvements 'T t Project_ No.: LP04171 TPcf nf• Watar s •� �' `3 ' o � 'b1,v3`�' �'�a Date _ k' - "l " :: f4ffi��; ,'�,,�.i' , Locatioxi art;' au ' 4£rw 1VIaf Taype � est' Levi �Da ,n[nitR't elawPE � � � Y ice` Feld 'MCA Yjtyi i%) 1VIa I Denst �cf1aa�°fo ela e a , '�°� . emote g ' TeTOst` c2 01713/OS ' =•-- �� ' .__ .Sta: 13+8p -- ` `w -5-- __=NIT-= - 94.2=- 12:8 1="ho'. _85 N �r 25 01/13/05 Sta. 15+20 5 MT 98.7 13.6 111:0 ' 89 F N 26 . 01/13/6 Sta. 17+60 5 MT 92.2 ' 11.4 111.0 83 F' N 27 t 01/13/05 Retest of -Test # 24 5 MT 98.7 113.0 111.0 89. F IN 28 01/13/05 Retest of Test '# 25 5 MT 93.6 . 119:8- ' 111.0 84 F N �29= _ _ Retest of Test # 26 _ 5--' _MT - "86.4` `l&:8-)111.0" 78"' -F- IN - 3 _ z - S Nlss b t u la 3—VI n1 • Landmark Consultants, Inc., Conipaction Test Summary Z Client: City. of La,QuiptA Project: Off Site hnprovements Project No.:'LP014171 Test of: S�&wer- FA P" 1g, mu Sta:10+75- 92.3 4. 1-1 1-11:0- 83 5,Fj -CR etest-6fT-est'#--l-:1' ti, mzy 100.0 R2.3 )41TV 90 P; N 3 11/18/04 Sta..12+00 i PZ 105.0 13.6 111.0 95 P N 4- 11/19/04' Sta.0+25 I PZ 101.3 :.13.2 111.0 91 p N 5 11/19/04 Sta. 13,+00 1 MT 99.7 14.7 111.0 90 P N 6 11/19/04- Sta. 12+00 P MT 99.7 13.1 111.0 90 P N 7 11/22/04 Sta. 13+75 1 PZ 99.9 24.'0 111.0 90 P N 8 11/22/04, Sta. d 3+65 1 - MT. 101.8- 15.4 111.0 92 p N 9. .11/23/04. Sta. 16+20 1 MT 11.1.3 10.3 111.0 -100 P N 10' 11/23/04 Sta. 16+30 1 MT 111.0 92 P N Ill 11/30/04 Sta'A0+00.-3 t5--' ,PZ 2l 96.5 .1-1.4- T-1 T.70- 87 a�F N 12 '-'l 1/3 0/64. Sta. 12+97 5 (PZ=' 102.5 45.4 1111.0 .92 p N 137, 1-1/30/04 okkest-6f Test"#". 11 �p -Z 00.2 10.8 trl-1-9. 9 0 P, N 14 11/30/04 Sta.'.12+97 5 -MT 110.0 8.0 A 11.0 99 P N 15 41/30/04, Sta. 10+.00 5 MT 106A 10.0. 111.0 '96 P N 16 12/01/04 Sta. 15+86 5 PZ 99.9. 1*1.0 I'l 1V 90 p N 17. 1-2/.01/04 Man hole'# 5 backfill 5. MT 102.2 11.4 11 L'0 92 P N 18. 12/02/04 CSta:'17+00 �PZ3 947 14.6 111.0 85 �F N 19 12/02/04 Retest of -Test #'l 8 - T 108.6 Tl- 111.0 08 -P- N 20 12/02/04 Sta. 18+50 J 51 PZ 101.5 11.7 111.0' .91 p N 21 12/03/04- Sta. 17+15 3. -MT 974 10.6 .108.0 90 P N 22, zi-1/03'64� cSta.--1546 5 MT 87.2 433f, 1--.. 0 79 F') N 23 tl�21074Q-4)1 Retest-of-T&s't-#-1!' I MT 1 0 .9 -103.9 3 8.7 �1 05. 99 �;P N 3 _.�1�11�setNI ' (9Pst)�I(�/}I (`P�t)�If"710/Q'21 24 -.12/07/04 " " Sta. 19+50 r 4 2 .i : ; PZ 97.3 14.3 100.5 = . 97 P ; N 25` 12/07/04 Sta. 19+75` 'MT -�1.0.7.5 12.4 110 fP : N.,5 _ .97 26 f 12/07/07 Sta.- 20+00 :1 2 - PZ' .95.7 12.9 100.5 95 � P N 4 `:. � M V y .. . , - yr 4 .. • Landmark Consultants, Inc. Compaction ' Test. Summary t Client: City of La Quinta Project No.: LP04171 Project: Off Site Improvements ". f Test.of: Curb &Gutter ester ��Te'st`�<•` ��,;�_ �y.. � s� , �> �:-" `�N`e`st-� f �&Ia't" est()�levl "' ;� F,ielil +`r, „.FiePdb . Max°�-, Itelaf ue N'" e Tesf 1 12/02/04: Sta:.27+50 • +" 5. -SG 104.9 7:1 : 111.0 95 P N, 'I2/02/04 . Sta:.24+50•, 5 SG 103.8 11.0 .'11.1.0 ` 94 P N 3 12/02/04 `.r Sta.21+50 5 SG 109.3 6.7 111.0 98 P N 4 12/02/04 - Sta. 18+50 ` • 5 SG t 106.5 9.7, 111.6 96 - P N 5 12/02/04 Sta. 15+50' , 5 SG 105:6 10:0 111.0 95' P N' '6 12/02/04. _ Sta. 12+50 5 SG 110.0 14.9 ,111.0 99 P N - 7 12/02/04. Sta. 14+50 5 SG,, 109.7 ' 9.1 ` 111.0 99 P' N 8 12/02/04' Sta.14+50 5' SG 115.1 k 12.0 111.0 104 P N 9 12/02/04 ' Sta..17+50 5 SG.. ' 101.5 ` 9.1 111.0 91 P + N 10. - - 12/02/04.. Sta.20+5.0, 5 SG 108.5 „5.8 111.0 98 P N 1'. 12/02/04 Sta.- 23+50 5 SG -104.9 1•9.3 - 11.1.0 95 P N 12' 12/02/04 Sta. 26+50 5 SQ 101.3 12.9 111.0 01 5,5 N 13 1� 12/02/04 Sta. 19+00 -' ' 5 SG 109.1 10:2 ;111.0' 98 P N 14. 12/02/04 Sta. 16+00 w. k ` : 5 SG 106.3 11.5 111:0 .' 96 P N' 45 12/02/04 Sta..15+75 5 SG 110.7 10:0 111.0 .106 P N - . 16 12/02/04 Sta. 18+75 5, SG 111.1 9.0 111.0 100. P . `N 17. 12/13/04 ;Sta. 13+00' . '-5- SG 108.6 :5.7 •111:0 198' P * N- 18 y . 12/13/04, Sta.16+00 5 SG 106.5' 4.5 H LO 96 P N 19 12/13/04' Sta: 19+00 ' - • 2 SG 94.9. 9.3 ..100.5 P :N .94 2*0 12/13/04 Sta. 22+00 _ 1 SG 104.3 ' 5.21 105.0 99. P N 21- 12/13/04. Sta.25+00 '' �i. 8 SG 120.4 . 5.7 -121.0 1004 P N 22` 12/13/04' Sta.28+00 * 3 :, .."-}SG 105:2 7.2 108.0. 97 P N 23 `• ' 12/1-3/04 ;Sta. 31+00 SG 114.2 6.0 121.0 94 P N Landmark Consultants, Inc. Compaction . T ;k Test Summary Client: City of La Quinta F ,. 4 ' Project: Off Site Improvements Project No.: LP0417l' Test of: Curb & Gutter Nest ' No. �a -Test 'Date -. ; } est�':�` .�� Location »^� . N y �iVI� Ta e �Test�Elev/ r D"atum Ft►eld D:ry `V;t Comp; � , . � � r• � � �b .� , �t �, _ � .4 ,ilni �'MC ensity� . � �sTy,pe�. IM 24` 12/13/04 Sta: 34+00 Y - 1 SG 103.3 16.4 105.0 98 P N 25 12/13/04 Sta. 37+00 1 • SG 104.31 3.9 105.0 - .99 P N 26 12/13/04• Sta. 40+00 ' S " "� 5 SG 107.4 6.1 111.0 •97 P N 27 12/13/04. _ Sta. 43+00 ' 3 Y SG 105.1 -4.3 108.0 97 P N 28 12/13/04 * Sta.46+00 ' 5 SG A09.7 7.2 111.0 99 P N 29` - 12/15/04: Sta. 14+50 5.- SG* 107.4 15.4 111.0 97 P N -; 30` 12/15%04 Sta. 14+50 1 SG 101.6 11'.8 105.0 97 , P N 31 12/15/04- a , Sta. 16+50 5` `11.0:1 13.4 111.0 99 P N 32` .. 12/15/04', 3' :4 Sta. 16+50 A SG 103.6 -12.8 �105.0 99 P N .33. 12/15/04 y Sta. 19+56 2 SG 95.0 16.7 100.5 95 _ P N 34. 12/15/04 Sta. 21+00 • 2. SG : 99.4 16.0 100.5 .99 - P ' N 35 12/15/04 Sta: 12+50 ' 5 • SG 106.8 11.2 111.0 96 P N 36 12/15/04 " Sta.,.12+50 - 5 SG 107.5 12.5 111.0 97 P N 37, 12/17/04 Sta..49+50 *. 1.... SG 103.5 19.6 105.0 99 P N 38 12/17/04 j Sta. 52+50 • t 4 , 3 .. SG 104.0 14.2 108.0; . 96 P = . N 39 12/17/04 4 S'ta. 55+50�""� E Ste a. �' SG'. 90.9' 9.6 108.0. 84 N 40 . ' •12/17/04 . , Sta. 58+50. , 2 SG 98.6 ` 8.2 100.5 98 P N • 41 • 12/20/04 &.Retest of Test # 393-� '�4 SG 112.4 13.2 113.5 99`. �`P N 42 12/27/04 : lo" Sta. 0+24 5 SG 111:5 10.5 111.0 100 P -N 43 12/27/04 Sta. 0+21' ' 5 SG 111.5 11.9 "111.0 . 100 P N 44 01/13/05 .Sta.11+30. ", z,y,, F8, SG 115.7. 10.8 '121.0 96 P N 45 ,01/13/05: Sta: 11+19 8 SG 116.5 • 8.5 121.0 96 P N 46 01/0/05 �. ' Spandrell curb @ "entry way, `' 8 SG 117.8. 112 121:0': 97 . P .N. FYeI Ylax _ tRelahve � ote :est- Landmark Consultants, nc— Compaction paction Test 'Summary . Client: City of La Quhnta Prqject: Off Site Iraprovernents OWN, - La" -GO "11 .47, 01/14/051. Center I.Pand entry2 NM side 8 iSG 1210 .10.5 121.0 1 1 00 P N 48 01/14/05• Center Island entry S/E side "8 SG 121.2 1-1.9 121.0 100 P N '01/18/05 Spand.rell west side, 6 SG 112'4 11.8; 114.5. 98' P N 50 01/18/05 Crossgutter west side 6 SG 114.6 9- .7 114.5 1010 P N 51 -71 01/18/05 Spandrell eest side 6 SG, 112.0 13.7 •114.5- 98 P N 5 2 01/18/05 Spamdrell,@ club hou§e,.. - 6 SG 1123 13.90 114.5 98 P,'N . 53 01/18/05 Crossgutter.@ club house 6 $G, 106.0 '10.7. .1145 f 3) N 54 01'/18/05,, Retest of Test # 53 SG 116.7 9.4, 121.0 96 xY N 55 01/18/05 Sp�Tdrell @ S . side .8 SG 117.1 9.8, 121.0 97 P', N cry• � '.. � , .. j ., ?/,, . - a r . Landmark Consultants, Inc. Compaction _ +• Test'SummarY r Client: City of La Quinta Project No.• LP04171 Project: Off Site Improvements " Test of: Subonq de NestV"a :Date` .:� s r� fiesta �estElev/ _ ocahon Type * Datumni I Feet ry Wzr r Feld ` {�� 1IC D enstty .P a Rela i e Note l . <est-No peg 1 12/03/04 N/E side parking stall 6 6_63 107.5 .12.6 A 1.4.5 9 N 2 12/03/04 •N/W driveway, 6 SG 109.5} 10.0 114.5 96 P N 3- 12/03/04 • :. North center, 6 SG 112.7. 15:3, 114.5'. 98 P N 4 `',12/03/04' ' ' ; ` N/E side driveway' 6 SG 114.5 10.3 114.5 100 P N 5 12/03%04 Entry way parking lot ;, 6 SG,,, 113.7 '9.8 114.5 ' w 99''. - P N • 6,.- 12/07/04 18'Wx24N of S/E corner 8 SG 421.3 13:1 121.0 100.. , P N r- 7� r 12/07/04� , . �';� 24'Ex18'S of N/W corner ,t. „ -2,.,- SG-:-. =92.4 '13.4 100:5- 92 Y ' N 8 12/09%04. 12'Wx9'N of S/E cornea 5 • SG, 106.3 16.6 111.0 96 P N 9 : • 12/09/64 6'Sx51'E of N/W comer + . 5 SG 110.3 11.5 11.1.0' 99 P - N A 10. 12/14/04 • -" Puel Pump '+;. .3 SG' 102.6 111.5: 108.0 95 P . N 11 12/14/04 Wash Rock- 3 SG 103.8 12.0 108.0 96' P N 12 12/14/04 Storage Bin 1. ; 6 SG 112.2 13.5 114.5 98 P N 13 12/14/04. St6rage Bin 2 • 6 SG 113.0 13.6 114.5 99 P N 14 ' 12/14/04 Storage Bin 3' V. SG • 118.0 14.4 121.0 98 P N , 15,. 12/1.4/04.. Storage Bin 4 8, SG 116.4 14.8 121.0 96,- ' P N 16 12/14/04, Trash Bin • 3 SG 405.5 12.0 '108.0 - 98 P N • - y - - :- 17 12/16/04, • . • , N/W of Maintance Bldg - 5 SG 407.0 10.3 111.6 9.6 P' N 18 12/16/04 ;N/E Fuel.pump .5 SG' 408.1. 12:1 111.0 9T P N. 19 12/21/04 Wash Rock _ 6 SG 113.5 10.8 .114.5 -99 P N 20 12/21/04 Trash Bin' 8 SG .115.9, 10.1 121:0 .96 P N 21 12/21/04 ` Wash Rock 6 SG '109.8 11A 114.5. 96 P' N 22 12/21/04 Fuel Pump ' �. 5 �'SG .106:1 -10.1 111.0 96. P N -'23 12/21/04 - Fuel Pump _ ' 8 SG_ • 117.5 10.3 121.0. 97 P N Landmark Consultants,,Inc. _ Compaction - i • r .Test Summary_ Client: City of La.Quinta 'Project No.: LP04171 - Project: Off Site Improvements -� Test of: Subgrade, iV it ". , 'Ce��, +L,�. 'ai 563.7``'iC1t _ 5 Y`s'"t: f �+�`� Y,t ^1' • ri: 6' f,^ r `fes.� t}S, •,�:�.�:. t•�� a �.��Belo�v 'iP�� ;/05)(� 24 - 12/21/04 . 52 nd Street 8 SG 119.1 11.3 121.0 98 , P N, 25 12/21/04 52 nd Street 6 ° SG -111.9 10.9 114.5 98 P N 26 12/21/04 52 nd•Street 6 SG. 113.5 11.3 .114.5 99 P. N 27 12/21/04, -.52-nd Street °r. 6 SG,. 113.0 10.3 114.5' '99 P N ' 2"8 12/21/04 52 nd Street 6 SG 113.0 11.5 114.5 99 =P N: 29 - 12/30/04 = 15'Ex45'S from N/E corner 8 . SG 119.2 '11.2 121.0' 99 P, N 30 12/30/04' %7'('5l4'Ex42'S from N/W corner _ � 5. SG 105.0 •18.4 111.0 95 P N 31 12/30/04 5Sx5'W from N/W corner. 4' SG 111.2 11.6 113.5 98 P v N. 32 12/30/044 6'NxITE from S/W corner 4. SG • 109.3 8.1 113'.5 96 - P N 33 12/30/04 15'S from curb 2 SG 97.1 10.8 100.5 1 97 P,- _ N 34 01/13/05 • As' Maintance & restroom east end 8 SG 120.0 5.8- 121:0 99 P N; �.35 : ~ = 01/13%051 Maintance'& restroom middle end �" '-8" �. SG �1 T4.3 -=8:5= '12T:0 94,E P r N �c 36 ;01/13/OS - Maintance & restroom west end•. ` 5 '_SG" '4015- -12.4 111"1`:0: = 9vl �F N '•Retest'of Test # 366 f "� SG 110.2, 12.6 1'14.5 96 {�Pf N 38 Ol/14/OS �Mamtance & Restroom 6 SG ' 114.6 10.1 114.5 100 P N _ o: date oc& ton � °'I� Da urr► I�ti Wt, � � ` Com T �e� r 1: 12/07/04 . 39'Sx48'W.of South .9- BG 132.9 5.5 135.5 98 P N 2 12/07/04 42'Sx9'E of N/W: comer.,9. ' BG 131.6 5.1 135.5 97 P N 3 12/07/04 33'Wx18'N of S/E comer, 9. BG' 135.6 5:3 1.35:5 100 P.. , N . - 4 . 12/07/04 " 42'Wx24'S of N/E corner , . 9 . BG 131.8 4.9 AM.5- 4 97 P N _ 5 12/07/04 45;Sx42'W of N/E' corner 9" BG 135.8 . • 5.5 135:5 100 P N. u6 A2/10/04 _ . '42Nx27'W from-S/E corner 9 BG a 135.2. 4.6 .135.5 100 P N 7, 12/10/04- - 21'Ex24'S from. S/E comer : , 9 BG 135.6 4.0' ' 135.5 .100 P N, 8. 12/10/04, 451Ex48N'froni S/W corner • 9 BG 1.35.4 6:4 135.5 100 P N. 9: 12/10/04 42'Wxl8'S from N/E corner ' 9 BG 135.4 - 5.8 s 135.5 100 ' P -N 10� 12/15/04� 12'Nx9'W of S/E corner T. .BG 126:6 5.6 133.0 95 =P N 11,11 12/15/04 9.'Wx6'n of S/E corner ` 7 BG - 131:3 8.3 1310 99 P N 12 12/15/04.. ' ,` 18'Sx9'W of N/E comer' 7 BG 131.9 5.7 1-33.0 99 P N 13 12/15/04 15'Sxl5'E ofN/W comer,7 BG 130.7 5.3 :133.0- 98 . P N. -14 12/15/04'• _ 12'Wx6N of S/E cornea 7 BG • .125.9 4.9 A 33:0 w " 95 P N 15 1,2/15/04 ;15Nx12'W from N/E corner - " 7 BG '1:26.51*3;5 ' 133.0 95 :• N 16 12/15/04 12'Wx6N from S/E corner . ",, 7 BG 129.1 *2:.6 s 133:0 97" F N 1.7 - 12/15/04 r. 12'Ex6'N'froin S/E comer,', 7 . 'BG 129A .r2:6 ` 133.0 97 F N, 18 • 12/15/04 Retest of Test #-15 ' = ; 7R -BG - 126:3 5.8 ' 133.0. " 95 = =P ' N 19 Al2/15/04' -Retest of Test #.16 ° 7 . ; BG 128.8 A6.8 '.133.0,' 97r- --Pz N: 20 12/15/04 Retest of Test # 17 `, : 7;. r: BG 129.0. „7.2! 133.0 `M97-7 -P, N 21 12/31/04. N/W:ofmaintance Bldg ; " 9 BG M1 1.32.9 4.9 ` 135.5 98 P' ' N 22 12/31 /04. ' N. of mairitarice Bldg 9 ; ; BG 132.3 * 3.6 135:5 98 P N 23 12/31/04- u N/E of maintance Bldg „_ 9 BG 134.0 4.7 135.5 .- 99 P. N . " Landmark Consultants, Inc. -Compaction Test Summary - ' Client: City of La Quinta n Project No.:-LP04171 Project: Off Site Iinprovements Test .of: Basegrade es v�- r Test .•.a �Te t f< at��pensity Nil pomp Hyped 24 12/31/04 . N. of maintance Bldg - 9 BG 128.7 3.2 135.5 95 . P N 25 12/31/04 N. ofmaintanceBldg 9 BG 132.4 4.1 135.5, 98 P N 26 ' 12/31/04 N/W of maintance Bldg 9 BG ' 135.6 , 4.9 135.5 100 P N ` 27 01/13/04- 25'Wx15'N of S/W corner , �9 BG " 127:6 4:0` -135.5' ' 94"fir ;:: ' *� :r N 28 01/13/05 75'wx10'S of S/W.corner 9 BG 130.3 2.8 135.5 96 P. N 29 01/13/05 ' , 1'Wx23'S of S/W corner 9 BG 132.4 3.5 135.5 98 .. P N 30. O1/13/OS 60'Ex9'S of S/W corner r9BG-- 127.5 2:7 135.5� 94 r` P� N 31 01/13/05 �44TE00'Sof S/W corner . 2 135:5 °.4P N 32 O1/14/05 Retest of Test # 27 BG 130.2 5.2 135.5 96 FP N 33 0l/14/05 �, Retest of Test # 30, ° .9 BG -131.1 4.1 135:5 97 P N., 34 01/14/05 Retest of Test # 31 9 BG A33.7 4.5 135.5: 99 P N Landm'ark Consultants, Inc.'. Compaction Test Summary Client: City of La Quinta Project No.: LP04171 'Project: Off Site Improvements Test of:,Storrn Drain MD, Field T Fio Wt )HE m 1 12/07/04 Line "A" 5 PZ 110.4 1 L7 111.0 99 p N 2 12/07/0 Line "A" .5 MT, i05.2 13. 1 111.0 95 P "N Land_ mark'Consultants, Inc. ' Compaction �. } Test Summary,r` a t Client: City of La Quint Project No.: LP04171 Project: Off Site hn rovements p Test of: Asphalt Concrete ' esf yes �. es a riest� V7 We Meld' ax elat��e �Vofc est ,..:._ ':,,. _ ,. _ roc M* _ ... Ia b'«°`34 -- - -s...� Or . . 1, 12/10/04 27'Wx52'SJofN/W corner 10 'FG ••146 4, N/A 146.3 400 P N 2 12/10/04 27'Sx45'W of N/W corner • 10 FG 144:1 N/A 146:3' • 98 P . N . C 3 :• ' .12/10/04 _ ,'24'Sx27'E of S/W corner 1.0 FG h 141.0 N/A 146.3 96 P N 4 12/13,04 . 45'Sxl5'W from N/E corner, qk 10 ' .FG .' • 143.3 N/A 146.3 98 P N 5 12/13/04 - 2.1'Ex57.N from S/W corner, .. ' ` 10 FG 146.5 . N/A 146.3 100 P N r w s, Pct /✓ Lie -S /_� �/L�f'/�N-�.2�� '_% �/�e.,_o_� ?Q.e c e l Gl—/l�✓Ji �_..✓ c �,�u � jrJ� ..L� , . W�"�S_% /,l�er..7 c..�,�6 _ .fir-�/�!o-G�✓�—lL 2 3 6 - /� _ LSf -so9,� /—�Z.�_��2- �L� o;_ � /��rl—D �✓o � -c- �aLANDMARK a DBE/MBE/SSE Company May 24, 2005 Mr. John Freeland City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253 SUBJECT: Final Report Construction Material Testing Offsite Improvements @ Silver Rock Ranch La Quinta, California LCI Project No. LP04171 780 N. 4th Street El Centro, CA 92243 (760) 370-3000 (760) 337-8900 fax 77-948 Wildcat Drive Palm Desert, CA 92211 (760) 360-0665 (760) 360-0521 fax RECEIVED MAY 312005 PUBLIC WORKS' Dear,Mr. Freeland: This report contains field and laboratory compaction test results for the subject project. the following area test were performed: Item . Abbrev Test Period 1. Basegrade (BG) 12/07/04 to 01/18/05 2. Subgrade (SG) 12/03/04 to 05/12/05 3. Sewer (S) 11/17/04 to 02/25/05 ' 4. Curb & Gutter (CG) 12/02/04 to 03/29/05 5. Storm Drain (SD) 12/07/04 to 04/20/05 5. Driveway Approach (DW) 01/28/05 to 03/22/05' 6. Sidewalk (SW) 01/25/05 to 04/21/05 . 7.' Waterr (W) 11/23/04 to 03/22/05 8. Retaining Wall (RW) 04/14/05 9. Water & Electrical Trench (ET) 01/18/05 10. Asphalt Concrete (AC) 12/10/04 to 04/06/05 11. Common Trench (CT) 01/18/05 Shallow type field density testing was performed by nuclear gauge methods according to ASTM procedures D2922 (soil and rock density), D 3017 ( soil and rock moisture content) and D2950 (Asphalt Concrete) . Field density results are. compared with laboratory maximum densities, performed according to ASTM D1557, (soil and aggregate) and D1559 (Asphalt Concrete) to obtain relative compactive effort and deviation from optimum moisture. I 4F City of La Quinta LCI Project No. LP04171 Specifications requirements for relative compaction are as follow: A. Minimum of 95% for Basegrade & Subgrade B..Minimum of 90% for Sewer & Storm Drain C. Minimum of 90% for Curb & Gutter & Water D. Minimum of 90% for Sidewalk & Common Trench E. Minimum of 95% for Driveway Approach & Retaining Wall F. Minimum of 95% for Asphalt Concrete G. Minimum of 90% for Water & Electrical Test results show that the compactive efforts conform to the job specifications. Approximate locations of the tests are indicated by stationing and/or paced distances from physical features on the site. A legend is included with this report to identify abbreviations and maximum density determinations used in this report. Limitations The test results summarized in this report present• the moisture and density only at the locations and elevations tested on the specified dates. The density testing was performed according to the generally accepted geotechnical engineering standards of practice that existed in the Coachella Valley at the time the report was prepared. No opinion is expressed as to the uniformity of the material, compaction, nor adequacy of the material to perform as intended. No guaranty or warranty of the contractor's work is made or implied. The test locations are approximate, determined by pacing and sighting from distinguishable field features. In doing our work, we have relied on topographic and surveying information provided by others. Landmark Consultants, Inc. City of La Ouinta LCI Project No LP04171 With any manufactured product, there are statistical variations in its uniformity and in the accuracy of tests used to determine its quality. As compared to other manufactured products, field placement of materials usually presents large statistical variations in its uniformity and in the accuracy of the tests results. Thus, even with careful observation and testing, all parts of the constructed product may not comply with the job requirements. Therefore, our opinion means that there is only a statistically based probability that the densities obtained comply with the job requirements. This report is issued with the understanding that the owner or his representative has the responsibility to insure that this report is submitted to the appropriate governing agencies. Thank you for the opportunity to provide testing services. Please do not hesitate to call if you have any questions or require additional information. Sincerely Y urs, Landmark �` onsultants, Inc " Greg M. Ch ra, Principal En' g neer 1 s Landmark Consultants, Inc. f Summary of Laboratory Tests Maximum Density - Optimum Moisture (ASTM D1557) Client: City of La Quinta Project Name: Silver Rock Resort Off Site Project No.: LP04171 Max. Opt. Mat. Density Moisture Type Description USCS (pct) (%) i 2 3. 4 5 6 7• 8 9 10 11 12 13 14 15 16 Ugnt dray Silty Sand SM 105.0 Olive Silty Sand SM 100.5 Olive Brown Silty Sand SM 108.0 Olive Brown Silt'with Clay ML 113.5 Sandy Silt SM 111.0 Olive Brown Silty Sand SM 114.5 Dark Brown Course Sand: SP 133.0 Olive Brown Clayed Sandy Silt ML 121.0 grega�euBas SovRCE 6 S PEC ; 135.5 1/2" MM Asphalt 146.3 3/4" Type B Asphalt 146.9 Import Fill Sand SW 123.0 Ag��ga R_e.,X 500RcE ! SPEC ! � GW 138.0 1/2" MM Asphalt 147.4 3/4" MM Asphalt 145.4 Crushed Misc. Base 5;ou2CE ?SPEC 2 -GW 132.5 f. 18.5 9.5 13.5 14.0 14.5 14.5 7.5 14.0 8.5 9.0 7.0 7.0 Land ma rk;Cofisulta nts, Inc. Compaction r. Test"Stimmar y, Client: City of Li Quinta Project No.: LP04171 Project: Off'Sii'e Improvements, Test of: Basegrade TAest- Max 7, Relative i. Stet No ,fir L-I 1pm Typ I 1 12/07/,04 39'.Sx48'W of South 9 `BG 02.9 5.5 135.5 98 P N 2. 42'Sx9',E of N/W comer 9 BG 1311.6- 5.1 135.5 97 P N -12/07/04.1 3 12/07/04 3 TWx 18 N of S/E confer 9 BG 135.6 o5.3* 135.5 100 P 4- 12/07/04 42'Wx24'S of N/E comer, 9 BG 131.8 4.9 135.5 97' P 'N 5 .12/07/04,j 45!.Sx42'.W of N/E comer 9 BG :135.8 t 5.5 135.5 100, P 6 I2/10/04.' 42Nx27'W from S/E comer:-- 9 BG* 1351.2 4.6 135.5 100' P N 71 12/ 10/04 21'Ex24S from;S/E comer 9 BG 135.6 40 _135.5 100 P N ,8 12/10/04 .45'Ex48rN. from S/W comer 9 BG '13 5.4 6.4 -135.5 100 P N 9 '12.1101044 42'W,x 18'& from N/E comer -9 BG 1354° '5.8, 135.5 1,00 P N 10 ,-,12/1-5/04, l2rNx9'W of S/E comer, 7 BG 126.6 5.6 133.0 95L 'P N 11 12/15/01. 9'Wx6'n of S/E comer 7 BG. 131.3' 8.3 133.0 99 P I N 12 12/15/04 18'Sx9'W of N/E comer 7 BG .1 . 3,1.9 5.7 133.0 99, P N .13' 12/151/,04 15'Sx I 5'E of N/Nv comer 7 BG F 130.7' 5.3 1310 98. P N 14 12/15/04 12'Wx6N"of S/E comer 7 BG 125.9 4.9 133.0. 95, P 'N 15- 12/15./104'.', 15'Nxl2'W from.N/E,comer 17 BG 1331.0 9.5 F 'N' 16, 12/,15/64:'- 12'Wx6N from §/E comer 71 BG 129.1 133.0 97 F N 17 12/1.5/04 ,:i 12'Ex6N from S/E comer 7 BG 129.1. OR 133.0, 97, F. N 18 12/15/04, 6 -a M-e ni 15' 7' BG 126.3. 5.8 1,133.0 95 CP N 19 12/15/04 et -o e s M f e 7 B G 128.8 6.8 133.0 97 N 20 12/15/04 ,g 7 BG' 129.0 7.2 133.6 97 N 21 12/31/04 N/W of maintance Bldg 9 BG 132.9 4.9 '135.5 98. - P N. 22 l2/3j704 N. of maintAnce Bldg 9 BG 13203 3.6 11 5.'S 98' P N 23' 12/3 1'/04.,, N/E of maintance Bldg 9 BG- 134.01 4.1 135.5. 99 P 7N Landmark Consultants, Inc. Com4actidn' Test,Summary. Client: City.of La Quinta Pro' ect No.: LP041 1, Project: ,Off Sitd Imprdvernents' Test of: Basegrade' T 17 Test A Test f ENUILIONU 4n; Type w ham, V.11-IT ANNE , e Msd�Ve Nest ".24 1.2/3-1/04 N.,of maintance 'Bld g 9 BG 128.7 3.2 135.5 95 P N , 25 ..12/31/04 N. ofri-laintance Bldg 9 '_BG 132.4 4.1 135.5� 98-- P N 26" 1,2/31/04 a t N of niaintance Bldg 9' BG, 135.6 '4.9 13-5.5 100 -P N 27; 25'Wx I TN of S/W come.r, 9 BG' 127.6 4.0 135.5 .94 P N 2,8 k 01/13/05 0 -75'WXI0.S oi'S/W�,& M'er"i, 9 BG 130.3 2.8 135.5 96 P., 29- .01/13/05 I'Wx23'S of S/W'comer 1 9 BG '13 2.4 3.5, 135.5 98 P N 30 01/13/05, 60',Ex9'SofS/Wcomer 9 B& .127.5 2.71 135.5- 94" P 'N' .31 01/13/05 42'Ex30'S of S/W comer 9 PG 127.3, 3.2 135.5, .94 P N 32 01/14/05 R6test of Test # 27 9 BG 130.2 5.2- 135.5 96 -P N 33' 01/14/05 Retest of Test # 30 9 BG 131.1 4.1 135.5 97 "P N .34 01/14/05 R etest of Test # 1 9.1 BG 133.7 4.5 135.5 99 P N. 13 j -351 .02/03/05 17 South Country Club 13 BG 138.0 3.6- 100 P N .138.0L -36 4- 02/03/05 North side Country Club 13 BGI 138.0 3.0, 138.0 10.0 P. N 37 02/03/05 South C6untry Club k 13 13G 138.1 3.6, 138.0 100. P N 38� 02/03/05 " 4 North side Country Club-' il 3 BG 137.1 3.5 138. 0, 99L p 'N 39 02/03/05 Int&rse6tion Orninson & Country'club 13' BG 137.6 3.5 138.0 100 p N 40 �02/03/05 East end Country Club` 11], BG 133.6 '3.*1. "138.01 ,97 P N .41 .2/3/050 South Country Club, 13 BG 138.0, 3.7 138.0, 100 P` N. 42, 02/03/05 S/E area of club house 13, BG 138.0 3.5 138.0, 100' P N 43, :.02/03/05 Orninson Street 13:1- BG 134.6 4.10 138.0 W P N 44 02/03/05 N/W of temp club h6use - 13 BG. 136.1 3.5 138.0 99 P N 45 02./03/05 East. side- Country, club. 13,. BG 134.8 3.4 138.0 98 P. tN 46 02/0/05 -West'side Country club, 1.3. W 135.2 5.8, .138.0 "98 p NI Landmark Consultants, Inc. `.` 'SIC Compaction �. Test Sumnfa'ry Client:, City, of La Quinta Project No.: LP64171 Project: Off Site Improvements' ` • , Test of: Basegraae Test" . No Test DateLocat�on. e . Test '?wy` R•".°� + Mat »�+,"e;4}K5?'%"1•3�i^'+:.haC rTesCElev/ tumiJnit Fielow y Wt Field �MC iVlax Dense Relative Gom Note hTest . a T e 47 02/04/OS t ' Country Club South area. "`,, 13 BG 135.4 ' 6.1 13-8.0 98 P. N 48 02/04/05: Y � East area. `a -13 BG 132.1 3.1' 138.0 96- 'P, N • 49, . 02/04/05 North area 13 BG 134.9 4:8 138.0 98 P ' 50 02/04/05 North area - ' 13 BG, 13'3.7 2.8 .138.0- 97 • P N 02/08/05 =. sta. 8+50 13 BG 133.5. 2.0 ' 138.0 97 P : ' N �51 t ;52 ,,02/08/05 ` Sta`1+50 ' F, "13 BG; 134.7 2.6 4138.0 98 P •N-- 53 02/08/05 ►; Sta. 4+50 = . 13 BG 135.8 If, 138.0 98 , P N`' 54 •02/08/05 `- . • Sta.' 7+50 13 ' BG ' . 134.E ' 3.5. 438.0 '98 P N 55 02/08/05 t Sta. 10+50 =4 13 BG 137.6 2.8 ` 138.0 1 100 P N 56, ,.. 02/08/05. ._. Sta. 13+50. ^• . U BG 1135.2 42.8 138.0 ' 98 P • , N. 57 62/08/05 'Sta:,16+50'- 13 BG 136.9 .2.6,' '138.0 99 P' N 58 '.'y 02/08/OS Sta: 19+50 13 BG •`134.0 2.9 138.0 97 P T N 59 a 02/08/05 , Sta. 23+00 13 BG 135.5 x 2:3 138.0 98 , P N .'. x - 60 ", ' 02/08/05 Sta. 27+00 '. 13 BG -137.5 3.4 A38.0 100 P' -N. A 61 02/08/05 Sta. 30+50 y'': 13 BG' 1365 3:0 ;,138.0 99 P N 62 ` ` 02/09/05 Sta. 94+00 . 13 BG ,133.5 2:5 . , 138.0 97 P •' N- 63 02/09/05- Sta.90+00t 13 BG 136.0 3.3 138.0 99 P N + .64 02/09/05- x. Sta. 87+00 13 BG 135.9 3.0. 138.0; , `98 P N 65 02/09/05' , , Sta: 83+00 +' 13 BG 135.5 F 2.5 138:0`' i98 ',P . N 66 02/15/05 Sia. 10+00 ` i `'•. 13 BG 134.2' 4:5 138.0 :'97,, P ' N 67- 02/15/05 Sta. 10+00.� ' ; 13 BG : 131.9 3.3 138.0 96 P N. '68 ' 02/15/05 ' ' Sta. 10+00 13 BG 130.7 3.5 • 138.0 - . 95 ' P ' N , 691, 04/O1/OS Avenue 54 , Sta: 32+00 ; , ,16 BG �' 126.1 7.9 ' 132.2 r 95' P N ELM iVIteGocat�on Type Datum IJnrtWtMCDens�tyGomp "Type° k +34f 70„ 04/01/05 Avenue 54 , Sta. 29+00 +, 16 'BG 124.7 5.0 132.2 94 P N r � 71 " 04/01/05' Avenue 54, Sta. 25+50 -«1 16 BG 126.1` 5.2 132.2 95 P N- 72 04/01/05. �', .Avenue 54 ,'Sta. 22+50 • 16 BG 125.7 5.S 132.2 95 -P r ,N 73 04/01/05 Avenue 540 Sta. 19+50 . ,' 16 BG 126.7 5:6 132:2 96 . P N 74• " 04/01/05 Avenue'54 Sta-1650 �j 16 BG 126.6 5.8 132.2 096 P, N 75 04/O1/OS Avenue 54 , Star 13+50 16 '-BG- 125.5 6.9, 132:2 95 `P , N Land hnark C6nsultants, Inc. Compaction r • >_ Test Summary Client: City of La Quinta ,Project No.: LP04171 Project: Off Site Improvements Test of: Subgrade, Test w RN Test Date Test`Mat R 11 „� 1, 1 m. L,'ocatioii 3 T Test Elev. �� Datum `Field}Dry Unit Wt Fteld , MCA Maz DeusCom Relative f °Note ' ` Test �T e • • e, - I- 12/03/04� N/E side parking stall � 6 , SSG' 107:5 '.12.6 114.5 94 P N 1 . .2 k ' '12/03/04 " `,,y.-N/W driveway 6 If SG 109.5 10.0 114.5 `96 .P£ N . 3 12/03/04 ' North center t 6= '. SG 112.7 15.3 114.5 98 - P N a .4 12/03/04- <_ • N/E'side'driveway f ` 6- SSG 10.3 114.5 100 P.- N°N ,114.5 5 ' 12/03/04 • , Entry way parking lot' , ti: 6 SG 113.7 9.8 114.5 99 P N ' 6 ; 12/07/04 18' Wx24'N of S/E corner ' 8 = SG 121.3 13.1 121.Or 100~ P N 7 12/07/04. - 24':Ex18'S ofN/W corner ' 2, -'SG 92.4 13:4 : 100.5 92 P, N 8 12/09/04 '. A2'Wx9N of S/E,comer �t -5 SG 106.3, 1'6.-6 111%0 96 P, N 9 12/09/04 6'Sx51'E ofN/W corner ,' 51 SG 1 1103 11.5 1'11.0 .L 99 P N ' 10 . ` =12/14/04 ,.. . , ie urx n ` 3 . SG '102'6 11.5 108.0 95 * P N• 11. 12/14/04 F090 3 -SG 103:8 12.0 ,108.0 96 , . P:. , N 12 . 12/14/04 ' Storage Bin 1, 6' � -SG 112.2 , 13.5. 114.5 . 98' t P , N 13 12/14/04 , ; ' Storage Bin 2 � , -6 SG : 113.0 13.6 114.5 99 = . P ` N '14 . ' 12/14/047 Storage Bin 3 ;, 8 SG! 118.0 14.4 ,121.0 '98 P ' N 15 12/14/04 Storage Bin 4 `8.. .SG 116.4 14.8 ' 121.0' ` 96', ' . P - N x16. 12/14/04 F • Trash Bin ".. -+ 3 ' 'SG 105.5 12.0 108.0 98; P N 17 12/16/04 N%W of Maintance Bldg 5•'i 'SG 107.0' 10.3` -,11'1.0 96 P N 18 • .12/16/04 FE- ueLpumps ' S SG 108.1 12:1, .111.0 97.-- ' P ° N 19 12/21 /04 /eel .. 6 SG 1.1,3.5. 10.8' 114.5 99 P , N - 20 .. I2/21/04 r', Trash Bin-, . 1: �8 -.SG 115.9 10.1 121.0 96 P N 21 12/21/04 CWas . 6' SG v .109.8 11.4 114.5 96 P ' N 22- J12/21/04: ..5 SG 106.1 10.1 11110 .96, P N 23 ' 12/21/04 ` . y 8 `.SG 117.5 10.3 121.0, 97 , P, N �, Laandifiark. Consultants, Inc., L t Test Sanrnman-y tt'. ..... Client: City of La Qtiinta i A » Project'No.: LP64171 Project: "Off Site Improvements;' Test of: Subgrade x3RelattveNoteNMC�y:Cbmp Plensif-K Type ,'24= 12/21/04 52 nd Street -8 SG- 119:1 1 L3 121.0 98 r P N 25 12/21/04. 52 nd Street .' 6 SG T 111.9 10.9 1,14.5 98 " P N' 26 12/21/04 „ 52 nd Street 6 SG ` 113,5 11.3 114.5, 99'. P. N 27 ' 12/21'%04,+ 52 nd..Street-.,` i 6 SG ' ' 113.0 10:3 114;5 99 P . N 28 12/21/04 3 52 nd Street '� 6 SG 11.3.6 1 E5' 114.5 99 : P ''.N:; 29, .12/22/04 ' ` 45'SxI2'E from S/W'corner; 4 SG.' f12.4 11.0 113.5 99 P" N, 30 12/22/0.4 5l'Wx21N from S/E corners-.. 4' SG- * 109.4' 12.2 . 113.5 96 • P N ' .31 12/30/04 ; .15'Ex45'S from N/E comer',,; s 8 SG 119.2 11.2 121:0 99 P,`' N,, 32, �� 12/30%04 24'Ex42'S from N/W-corner; `. 5; SG,;, 105.0. 18':4. "1.11.0 95 P< N. 33 •, 12/30/04 5'Sk5'W from N/W corner y 4 SG 11 Lf 11.6 - `113 "5 98 P_ , N 34 12/30/04. , .6'Nxl2'E from-S/W corner ,-• .4 SG 109.3 . 8.1 ' 113.5 96 P`i, N } 35 12/30/04 . ' ' 1'5'S from curb 2 SG 97.1 10.8 100:5 97: P ' N , , •36 0'1/1N05 - Maintance & restroom east end t8 SG, 120.0 5.8 121.0 99 • P N. 37 _ 011/13/05 MaintanO restroom middle end '' 8 SG_, 1.14.3. 8.5 121.0 _94 : P N 38 01/13%05 ' �, Maintance & restroorri'west `end .: 5. SG 101.5 12:1 .111.0 91 N . 39 01/14/05 ,. ef�st e des' #`36� 6- SG. 110.2. 12:6 ` 11.4.5 96 T N ' 40 01/14/0S , ; 1Vlaintance&Restroom 6' •.SG, 114.6 10.1 .1114.5 '100 P.. N - 41 61/25/05 ` r, - Ave. 52west of entrance,.`, 5 ':SG ' , 100.4 18.4- 111.0 90 P N. 42. O 1/25/OS Ave. 52 west of entrance 4 ' S' SG 1,06.8 13.5 111.0 96 P ' N' 43: 61/25/05 ' Ave. 52 west of entrance 5 SG 110.6 - I2 T 111.0, 100; PY N .44, ' 01/31/05 Sta. 25+504,. 7 SG 125.5 .6.8 ' 133.0 94 P ; N J :. 45 01 /31 /05 ; V Sta:^ 22+70 5 SG L06.7 9.8 111.0 ' 96 P : N 46_ 01/31/05 : '' . Sta. 30+25 ':5. SG. 107.4 10.0 111.0', "97 P N .� 'Landmark Consultants, Inc. - Compaction - Y'. 'Pest "Summary Client: City ofla'Quiiita ' • -t Project No.: LP04171 • Project: Off Site Improvements •' Test of:"Subarade Test: Test .4 T Nit f st;Elev Field Dry F�eldk Max Relat a Note Nest, No Date LocaYton xType .tum ' UnitWt MSC �De n ty CAP �Typ ..0 47 01/31/05. Sta.19+25 8• SG 116.0 .9.0 121.0' �96 P N 48'_ 01/,31/05 ` Sta: 17+50i ; .. 8 " SG ' 112.9 12.4 "121.G• 93 P N' i t 49. 01/31/6 t Sta.' 16+00 ,, ' ' 8 SG 115.5 11.3 121.0 95 P N 50 ; ' 01/31/05 ~" Sta. 14+50 " s ' 7 SG 122.8 9.5 133.0 92 P, N , 51 02/01/05 Sta. 10+65 ' , 5 SG 10.1.7 - 12.4 111.0 92 P N. 52 02/01/05, Sta. 14+25 : 5 SG 110.4, .15.2 111.0. 99 P N 53 02/01/05 Sta.18+25 8 SG 120.2 10.3 121.0 99 r. P, N 54 02/03/05' Ave. 52 W of entrance �' • 8 . SG. 116.1 14.0 121.0 96•. P I'N 55 02/03/05 t ` .vAve. 52 W of entrance 5 8 SG 1-15.3 14.1 121.0 95 t P -'N'* 56 ' 02/03/05- ' Ave. 52 W of end z 8 . SG 112.2. 13.6 121.0 -93'- P. 'N 57 02/09/05 ;,i , �. , Sta. 16+50 ' , ' = 5 SG 103.8 10.5 ,'1-11`.0 '94 P... -N t 58 02/09/05 Sta. 15+00 f '`' •5 SG ; .111.4 111; 1'11.0 100 P N 1 59 03/24/05 r' Avenue 54, Sta. 33+80 '` 16 SG' 'l 11.0 10.5 '114.5 . ' 97 P N - '60 03/24/05 '_ !Ayenue 54. Sta. 29+00 "; - .6 SG 103.9 '14.0 1+14.5 91 P '�N 4 61 ' 63/24/05 -,'Avenue 54, Sta. 26+00 .+ ' ' .6 SG • 1-16.1. 6.0 -.114.5 101. -N; 62 _03/24/05 Avenue 54, Sta. 24+00 �: 6 . SG 113.9 ' 8.0` 114.5 99- N 63 .03%24/05 �{ ' "Avenue 54 , Sta. 28+00 ,`+ .6 SG 107.5 10.0 114.5 94 P N 64 03/24/05' , Avenue 54, Sta. 22+00 " 6. SG 109.7 -11.3 114.5,: 96 P N 65 ' 03/25/05 ' } 4i. Avenue 54•, Sta.,26+00 ,�;, ' 6 SG 109.0 10.0 114.5 95 P • N 66 03/25/05 , .Avenue 54 ; Sta. 24+00 61r SG--, 114.4 11.5 114.5 100 P 'N. .67 03/25/O15 Avenue'54 , Sta: 20+00. 6 • SG 115:0 ' 11.0 114.5 100 P • N r 68 03/25/05 N , . Avenue.54 ;Sta. 18+50 �" 6 SG 108.2 12.0 114.5 94 P N 69 .,03/25/05 : Avenue 54 ,'Sta..16+50 '6 SG 102.5 14.0 . 114.5 "90. -P N'- k•. 4 f � Ill lle 70 03/25/05, Avenue 54, Sta..14+00 6 SG 104.11 15.5 1,14.5 ol"., P 711'' 03/30/0S Avenue 54 Sta.'� 11 +00 S SG 11-5.8 -10.5 121..0j 96 P N` ,.72-1 03/30/05 Avenue 54, Sta,1 1+75 8. SQ'I 113.3 14.0 124.0 ",94 P' N 73' 03/30/015 "Avenue 54 , Sta. 12+00. 8 SG 16.2 16.0 .121.0 90- P ,.N 74. 04/J4/0.5 Avenue 52 , Sta.`1 +70 5 SG 105.5 15.6 111.0 95 P, N 04/21/05... Avenue 52 _Sta, 36+00 2' SG 94.6 11'9 . 100.5 '94 P., N 76 04/2.1/05 A enue 52 .$ta. 33+00 .'2,, SG 92.2 11.4' 100.5, 92 P N 77:..'.. -04/21/05 Avenue 54 Sta. .4+.3 3 5- SG 101.5, '7.1 111.0 -91, P, '-N .1.178 04/21/05 Avenue 54 'Sta. 4+25 5 SG. 95.9. '10. 1 9, iF 111.0 86 old N 79 in -b 4/21M Handicap ramp @ maintance btd g S',] 'S6 99.2 7.8 1 P-1.0 89 N 80 04/22/05 Wall footingAve: 52 1 BOF, 90.2 16:7 105.0 .86- N 81--J';04/22/05.,.Wall footin '@Ave. 5, 2 I BOF .81.3 11.0 105.0, 77 N .82 o4/22/05 Wall,footing,@ Ave. 52 1 BOF �4,6 6.6 105.0 81 N 1 , U Masonry wall, Sta. 34+20 1 BOF 99.7- �8.8 105.0 95- P, N .84' ,'04/25/05 Masonry Wall Sta.. 33+90' 1 BOF - 912 10.3 105.0. 89 85 04/25/105 r "Masonry Wall, Sta..32+00 I BOF 90.0, 18.0 105.0 86 N' 86' 04/2.5/05 Masonry wall, Sta. 32+50 1 BOF '84.7 17.5 '105.0, 81 N 87 04/25/05 Masonry wall, Sta. 31+75,`' 1 v BOF 96.8 23.9 105.'0 92 P N. .88 .0.4/25/OS Avenue 52 Sta. 27+.85' Z,; 1 BOF 90.9". ',.20.5 -1651.0 8-T N. 89. 04/25/05 Avenue 52 �$ta. 8+ 11 '1., BOF 87.2 '23.4 1050 83 N "90 '04/25/05 Avenue 52 'Sta. 26+84 1 BOF 81.2,. 24.1 105.0 77 90 N 911 94/25/05 Avenue 52 25+26. 1.* BOLF, 87.4 405.0, .-83, N, .Sta.. 92-.-, 04/25/05 Avenue 52 .Sta.'28+33 1 BOF 82 :g 17.7 105.0 79 NF » i 'Landmark Consultants, Inc. 1 Compaction t 'rest Summary . a Client: City, of La Quinta :� �Y Project No.:_ LP04171 " t Project: Off Site Improvements -Test of: Subg Ode , Test ° NoN Test Date '" TestMa�t I.ocattonType Test~Elev Datum - FeliiD UmtWt tell �MC �1VIax Relative Comp NoteTest 'L=ype,< ` Density 93 04/26/05 Retest of Test# 92. 1. BOF . 95.2 22.9 105.0 91 -P N. 94 iO4/26/05 'Retest of Test # 89 `": 1. BOF 98:7 24'.6 405.0 94 P N, 95 04/26/05 • : Retest of Test # 88 4, BOF 100:0 23.1 .105.0 - 95 P N, 96 04/27/05 Retest of Test'# 90 1 . BOF 102.3 15.0 105.0. 97 97 04/27/05. rRetest of Test # 91 1 BOF. 100.8 15.9 105.0- 96' . P- N 98 04/27/0 ' ' • ' Retest of Test #"83 1 BOF 99.4 15.9 •105.0 95 P N '' 99 04/27/05 .. t Retest of Test # 84 'Y. 1, BOF ' I04.3 13.8 105.0 " 99 P N 100 04/27/05 s 1 Retest of -Test # 87' 1 BOF 88.6 19:5 105.0 -84 N 101 ' 04/27/05' 'Retest of Test # 85 '; '^ 1 BOF 99:9 14.7 105.0 95 P N 102 '04/28/05 Retest of Test # 100 1 BOF 103.1 14.6 105.0 98 P N-, 103' 05/09/05 Jeferson 20'S/1 of canal, 1 FG-2 88.0 ' 3.9` 105.0,' 84'. N 104 05/09/05 Jeferson 45'S/E of canal .' 1 FG-2- 88:9- 5.6 105.0 85 N- 105 05/09/05 Footing Ave. 52 gate entrance, - 1 FG-5 84.7 9.1 `105.0 81 N 106 05/12/05 Retestof Test # 103 1, 'SG 89:9 16.5 105.0 86 N 1'07 " 05/12/05 Retest of Test # 104, ' '' 1 SG 87.5 16.0 105.0 83 N - 108 05/12/05 Y Retest of Test #:165 ' 1 SG 92:9 12.1 105.0 ' N` .88 109 05/12/05 25''from canal wall footings ' 1 " 'SG • 99.1 9.0- 105.0 94 P N 110 . 05/12/05 Wall footing Jeferson S/E '; 1 SG 100.0 14.0 _ 105.0 95 P, N 111 05/12/OS Wall footing Jeferson S/E "„ 1 SG 88.5 15:4 105.0. ' 84 N 112 05/12/05' . Wall footing Jeferson S/E,,,, 1 SG 86.9 14.6 105.0 83,E N e s w Landmark Consultants_, In.c. +, Compaction Test.Summary F . Client: City of La Quinta s Project'No. LP04171 Project: Off Site Improvements 'Test of: ',Sewer .fSaT Testf A! 4^ Nest ,SST Date £ A'f'iV:�w Y 4 ? Test I ocatign 4 Malt T 4'"'W�_ ""?wf� aTt e'stiElev "Datum J2� Field Dry Wt; !-� 'Feld, 'AMC �f yixiYi f Ma s'c �f.. S`'Y " Density,:, 'Y`i�i Relative ,,�'. 5 "FPS qx ° Note � �qf'+ - Test; WIN ,Nox � • e yP,�� Una ` OR NI a .3 R 1' 1.1/17/04 Sta." 10+75 a 1 192.3� 24.1 111`.0 83 , fF! N ,MT 2 11/18/04: R__ of Test-#-1-� 1 MT f1)0.0.0- 12:3 1.1'1.0 90 .'P N 3 11/18/04 Sta. 12+00. 1 PZ 105.0 13.6 111.0 95 P N 4 11/19/04 ,. '' Sta. 13+25 1, PZ 101.3 �13.2 . H 1.0 91 P N 5 11/19/04 Sta.. -13+00 , 1 MT 99.7 14.7 111:0 90 P N. . 6 11/19/04 St'12+00 . _ 1' MT 99.7 ' 13.1 111.0 90 P N ,'•7 11 /22/04 ; ` ' Sta. 13+75 ' '' 1 ' PZ ' 99.9 24.0 ' 111.0 90 P N ' 8 - 11/22/04 Sta';13+65 1 MT 101.8 15.4 A l l.0 .92 P N 9 11/23/04 Sta. 16+20 is ' 1 MT A11.3 10.3 111.0 100 ' P. N 10 11/23/04 - Sta.16+30 1 MT 101.9 11.8, 111.0 92 P N ll ' 11%30/04 _Sta. l0+00, •-5 PZ �96:5_✓ 11.4 111:0 87, (Fs N , , 12 11/30%04 ti : - Sta. 12+97 S PZ -102.5 15.4 ',111.0 92 p N. 13 - 11 /3 0/04 Retest of Test # -11' 5-. : PZ 10.07.) 10.8 111.0 90',. JP-3 N -11/30/04 Sta.12+97 r'r 5` MT 110.0 8.0 111.0 99 P N 15*` 11/30/04 ° Sta: 10+00, 5 MT 106.1 10.0 111.0 96 P N. 16 . ' 12/01 /04 .{ Sta. 15+86 5 5 PZ. 99.9 11.0 111.0 90 P N 17 12/01 /04 Man hole # _5 backfill 5 MT l 02.2 11.4 111.0 92 P N ' .18 I2/02704 iSta,r17t00 - �.. 5 • CPZ� [94 7� •.14:6 111.0 85 �F, N 19 12/02/04 Retest of Test # 18 ,• 5 [NITS fLQ8.6 1 L8 1.11.0 98' ' N 20. 12/012/04 Sta. •18+50 5 PZ 101.5 11.7 111.01 91 N . tP 21 - 12/03/04-' , Sta. 17+.15 3 MT '97.4 10.6 108.0 90 P" N 22 12/03/04 LSta.15+10 ' 5 MT8.7.2_ 23 J12/07/04 i Retest of Test # 22- + -i 1 MT q 3:2' 8.7 - 105.0 99 : ' (•P% N Landmark Consultants, Inc. ' �r Compaction a, .'` ' .. °;. a• ' :,a ' ,Test -.Summary, ,O `," •:j; •51f. : • .. - •. '" ♦ -1 - r'ectN.:LP4171 Bent: i of La umta • Po 0 0 C C �, tY. Q • , � 1 . Project: Off Site Improvements. '� r ' Test of: Sewer ' Test'Test No �� Date. �� _ , Testy �` Location .w MiVlat Type Te"st`"Elev DtumUnrt Fk etdg Dr VYt F�eld� � ax�:z Density R�h a Note '�'Tes ,�� - �MC , $Comps aTypea 24 12/07/04. ;a Sta: 19+50 12 PZ 97.3 14.3 100.5- 97 P N 25 12/07/04 Sta. 19+75 S MT, 10.7.5 124 111.0 .97 P N .. 26 12/07/07 ; , _ Sta.20+00 2 • PZ 95.7. 12:9 100.5 F 95 P " N 27 01/19/OS �' Sta .19+8 5 SG. 80.2 17:9 111•.0 .: 72 N 28. 01/19/05. Wfest:ofTesf#27 5 SGr 80.5 16.4 .111.0 73 'EF- . N 29 02/04/05 ' Middle trench @ Ave.54 `' 8 MT ' 116.0 11.0 ` 121.Od 96 • P N 30 02/08/05, { Sta: 13+25' .8 PZ' - 115,8,• 13.2 121.0 < 96 P 'N 31 02/08/05 Sta.,14+25 8 MT 119.6 11.4 ...121.0 ,• 99 . P -N 32 • 02/08/05 Sta. 14+50 . 8 MT 108.6 14.3 121.0` 90 P . N 33 "02/10165 . Sta. ,17+25 3 MT ° . 97.9 12 5 108.0 91, P • N 34 02/10/OS - Sta: 20+00. 3 ' PZ :' 99.5 10.4 '108.0 92 P : N 35. 02.%410/05 Sta. 20+00 • - '',° 3 MT 106.2 10.7 '108.0 98 ', ' P N 36 02/10/05 Sta. 10+00 3 PZ 98.5" 11.4 .108.0 91 P N • 37 02/10/05 j J , Sta. 10+00 - 3 MT 97.4 14.0 108.0 90 . P N` 38 02/10/05. r " Sta 13+75 2` PZ 93.1115.3 ' 100.5 S 93 P ' N " 39 02/10/05 �' Sta; 13+75 2 MT 93.3 15.6 100...5. 93, P . N' 40 02/15/05 ;. Sta:22+75 r, � 3, -PZ 97.3 9.0 108.0 •.90 P N' •41 02/17/05 Sta. 22+,75` 5 MT 106.9r9.4 111.0 96 P N , 42 02/17/05 Sta. 25+75 F 2 PZ 9.5.3 100.5' 95 . , L P N : 43 ' 02/11/05 `Sta. 25+ . 5 MT 103.7 .9.3 Mao 93 P, N 44 02/24/05 Sta. 28+25*• 5 PZ 8'.1 111.0 84 ,. E� N' (93A 45 " 02/24/05 ' ' ` Sta. 28+25 5 MT ' 101.8 9.2 111.0 92 P N. x 46 02/24/O5 - Retest of Test # 44• y 5 PZ 93.7 8.3 111.0 84' �F N r w ]S :' - 1.. � '•;. • '•y �V T •` a ;. I.. er a� : �. 1 � •. • • 4 w • " ` ` a y. , L,andmarkfiConsultants, Inc. ` • Compaction 3 Test' Summary. Client: City of La Quinta' r y• ' `., 1, by Project No.:. LP04171 Project: Off Site Improvements f ` : ' Test 0' osewerl Test No Test Date �� }Test ' Locat on ' FMat�Test�'Ele DatumUWt R�e1d Derry C iNax Relative �� Note Test a yP styComP� < "TXPea 47' 02/24/05 Retest`of Test # 46 5 PZ• -`9 .-G_ 11.4 1.11.0 86 �F! 5 N 48 02/24/05 Retest_of Test # 46 = - 5 PZ 1�-5 11.8 11.1.0 91 /V N 49 S 02/25/05 4 .;' Sta. 28+75 5 MT 1010 18.9 111.0 92 P N . r 50' 02/25/05 Sta. 28+75 5: PZ 100.9 • 111.0 '91 P . N •r - ,24.9 4 4 f . • �, r '`•' • .. •''fir'` � ` ':;ti �" y `'� " ,• .i ` ' i ~ • . , w K ; Landmark Consultants, Inc. y ! ,ComYpactiolt 'Test Summary Client' City of, La Quinta ' " , Project No.: LP04171 r Project: Off Site Improvements Test of: Curb &.=Gutter Test Test• •.,, s' 'firi'.'4 TestMat , '.ya" ,y #N. „�.�,-% zTestzElevt " ' FieldDry '�.e6`gY`A:' F�eld3 �,'*».� , Max: y�''` Relative NoteTest Y... j. Date ..`Y Location. TypeDa �Umt Wtl MhC� 'IDa `. Density omp R6 Type 6A , ice„ .iY 1 '' 12/02/04 Sta: 27+50 %; 5 '' SG 104.9 7.1 111.0. 95 P N r .. 2' < 12/02/04 = Sta.24+SO.j S SG. , .103.8 11.0 111:0 ' � 94 P N ' 3 , . 12/02/04 " '; Sta.;21+50 :. ,, 5' SG 109.3 6.7 11 L0 98 P,• N �. 4 ' 12/02/04 ' Sta. 18+50 '` 5 SG 106.5 9.7 . 111.6 96 ' P N 5 12/02/04 {A' ; Sta.'`15+50 ` 5 SG. s` ,-105.6 10.0 111.0 , • 95• P' N r 6. 12/02'/04, Sta: 12+50 "` +' '+ ! . 5 .. SG. 110.0 14.9 1.11.0 `99' ' P ` N 7 12%02%04 ` + Sta. '11+50 S SG 109.7 , 9.1 111:0 99 P N f 8 12/02/04 t ; �Sta'. 14+50� f. : . '5 SG 115.1: 12.0 111.0 104 P oN . 9 12/02/04. +r , Star;17+50 5 SG 101.5 9.1 111.0 91 P N 10 12/02/04 ' '` - Sta. 20+50. ' 5 SG. -108.5 5.8 111.0 98 ' P N' , 11 12/02/04' Sta.23+50 .. : 5 SG ' 104.9 9.3 11-1:0 ;95 P N 12� 12/02/64 ` ' ' Sta.-'26+50 5 SG 101.3 12.9 111.0 91 P ` N 13 12/02/04 ' ` Sta. 19+00 5'. SG 109.1 • 10.2. ,111.0 98 P N 14 12/02/04 Sta." 16+00 5. SG, 106.3 11.5 111'0 96 P N 15' 12/02/04 Star' 15+75 5 SG 110.7 10.0 111:0 100' P N '16 ' 12/02/04 ', Sta.,18+75 '.5 , SG 111.1 9.0 11.1.0 100 P N '• ' 17 12/13/047 Sta. ,13+00 - �- 5 SG 108.6 5.`7 " 111.0 98 P N 18 12/13/04 ` 5r Sta. 16+OQ ' '� 5 SG 106�.5 4.5 111.0 96' P N 19, 12/13/04 '' Sta. 19+00 ; 2 SG 94.9 ' 9.3 .100. 94 P N 20. 12/.13/04 Sta. 22+00 1 SG 104.3 5.2 105:0 99`, P N 21 12/13/04 Sta. 25+00 8,. SG 120.4 5.7 T21.0' -100 P N r22 12/13/04'• Sta.28+00 r 3t. SG' 105:2 7.2 108.0 97 P N 23 12/13%04 Sta. 31+00 8 ISG 114.2 6.0 121.0 94 P N Landmark Consultants, Inc.. , y Compaction. .. YE •� ► Test Summary. ,. Client: City, of La Quinta Project No.: LP04171 Project: Off Site Improvements i f." Test of: [Cuib_&_G ti Nest No TestywI., Dcatioa� Test' pTypeU1VI .Math Test:Elev/ FieldDF�eld Max Densit RelativeAl Come PToteTest TY ! 24" 12/13/04 Sta.34+00 '- 1 SG 163.3 .16.4 105.0 98 F N 25 ,' ' 12/13/04 Sta. 37.+00 `,' • 1 s SG 104.3 -3.9 • 105.0 99 P N' • 26 12/13/04 ~ Sta.40+00 5 SG 107.4 6.1 111.0 .97 P, N , i. 27 12/13/04 Sta. 43+00 ". 3 SG 105.1 4.3 '.108*0 .97 ' P . N 28 12/13/04 ,'. Sta: 4.6+00 5 SG 109.7 7.2 111 O 99 P N 29 . 12/15/04 Sta. 14+50 5 " SG 107:4' 15.4 111.0 97 P N 30 12%15/04 Sta. 14+50 ' " Y ' 1" SG 101.6 11.8 . 1,05.0 97 'P N. • 3,1 12/15/04 Sta.' 16+50 ' w�, 5 SG 110.1 13.4, " 99 P ' ` N M .111.0 32 , 12/15/04- . Sta.' 16+5.0 :;, ' j 1 SG 103.6 12.8 105:0 99 P N. 33! 12/15/04 Sta. 19+56 r., 2 SG 95.0 16.1 100 5 95 . P N - 34 `12/15/04 Sta. 21+00 _ 2 SG 4 99:- 16:•0 100:5 k99 P N ..f . 35' 12/15/04 Sta. 12+50, 5° SG ' 106.8 , 11.2 111.0, 96 P N 36 12/15/04 Sta. 12+50 5 SG 107.5. 12.5 1.111.0 , 97` P N 37 " ' 12A7/04 Sta. 49+50 .tt 1 SG 103.5 19.6 105.0 99 P, N 38 . 12/17/04 Sta. 52+50 3 , SG • 104.0 14.2 -108.0 96 P' N ,39 � -12/17/04 ' ;' �Sta.,55+50 3 •. SG, 00:9' 9.6 108.0 84 �F� - N 40 12/17/04,1 Sta.-58+50 2 SG 98.6 8.2' -100.5 ' '98 P N. 41•. 12/20/04 kRetest of Test 39 ' 4 SG 13:2 113.5 Y " 99 N. �112.4' 42 12/22/04 S 2 FE from S/W corner 3 SG 103.1 11.0 ,108.0 95 P N 43 - • •12/22/04 • : 6V from S/E corner . ; 3 SG 102.2, 11.3 -108.0 95. P N 44 12/27/04 • M • r ' Sta. 0+24 • • 1 5 SG 111.5 . 10.5 111.0 100, P N 45 ' 12/27/04 Sta: 0+21 T -5 SG. • 111.5' 11.9 111.0 100 P N 46 '01/13/05 £' Sta. 11+30 '' 8. SG 115.7 10.8 121.0 96. • P N I r =. Lan mark Consultants, Inc: �. C6,mpaction . , Test Suar mart' • . r �; tClient: City of f La Quints F Y. s' -Project No.: LP0417.1 µ'. Project: Off Site. Improvements„ �' ,►',Test of: Curb & Gutter` No '} - . r Date �•.d '�x tea`' `.'qfe,,. ` Location '� i Type FS�.�s� *#' TesElev! Datum 'A. ,�,�,, field Deld -. 1VL� �P "; t 1 k Nisx A'^ �ii Relat}ve ' Mote TSest. �Taype f �3 ,� �� ,_. > ��` ... °�� _ - :. $ : � �? 'Below �UmteWt3 ��P�fl� ��%)� �Dens�ty� � P �� `Comp� �%).' . r . .�! �• 47 01/13/05. Stall+19 i. 8 SG .' 116.5 8.5 .121.0 -96 P N 48 01/13/05. Spandrell curb,.@entry way"-- j 8 SG 117.8 1.1.2" 121.0 97 7P N 49 01/14M Center Island entry N/W side"` 8 SG'` 121.0 1.0.5 '121.0' ` 100 P N' 50 " 01/14/05. Center Island entry S/E side, 8 SG 121.2 11.9 '121.0' 100 P N • 51 .01/18/05 y Spandrell west side 6 SG 112.4 - 11.8, .114.5 98 P N 52 01/1,8/05 _ : Crossgutter west side `+ '6 SG 114.6 9.7 114.5 100, P , N 53 01/18/05 Spaandrell eest side 6 ; SG 112.0 13:7 .114:5 ' 98 P N .-54. 01/18/05'Sp amdrell'@ club house 6 SG," 112.3 13.9 114.5 98 P" N 55. 01/18/05 . Grossgutter @ club_hdsu e1 - 6 SG ,I06:0' 10.7 114.5 93, %F/ N '56 01/1.8/05 �°~ Retest of Test #-53 /8,, SG . 7� 9.4 121.0 96 P� } N' f1'16 57 O V 18/OS : Spandrell' @ S. side ` 8 SG ' 117.1 9.8 121.0 97. P • N. : 58 01/27/05. Spandrell @ N. side 6 _, SG 114.9 13.5. -114.5 100 P N 59 . 01/27/05 . Spandrell @ W. side 4 SG 105'.1 13.5 111.0 95 P'• N 60 L 01/27/05 - Spandrell ;@ S. side } 4 SG 107.9 16.3 y1.11.0 , 97 _ P N 61 02/15/015; Sta. 62+30 7 3 SG 106.0 15.4 108.0 98 , P .. N 62 '03/02/05 Sta. 11+75 5 SG' 107.7 14.1 ' 111.0 97 P N 63 '03/02/05; Sta. '14+60 8 SG 116.2 11.3 121.0 96 P N 64 - 03/02/05 `'. Sta r17+75 1., 5 SG 1:2- =15.9 111:0 91 F, N 65 03/02/05 Sta. 20+75 5 SG 107.8 12.7, J I l,.0 L97 P : N 66 03/02/05 Sta. 23+15 ^: 8 SG 116.4 10:5 .121.0 ' 96 P , N 67 •03/02/05 `: Sta. 26+75` y- . 5 SG 108.8. 1'O.5 'r1"11:0 98 P N , 681 03/02/05, Sta'29+ N115 3 SG 106.1, 10:1 111.0 96' P N 69' `03/02/O5 ; ' Sta. 30+35 ;' 5 SG .106.6 10.6 111.0 96' P N c F, Landmark Consultants, Inc; } - Compaction* ; .F Test Summary.T , .. Client:' City 'of fa Quinta , ., Project No.:•LP04171 Project: Off Site Improvements Test of: Curb &Gutter Tyest No.. yTestTest Date x Mat, Type TestEElev/ DatumUmt Field Dry Wt: Fietd., MC,Density! Max Relative Com rNote Test: T ' oration p e- - 70 . . 03/02/05 �:' '1 _ -Avenue- 54 N.,side` F :. _ 5 SG 97:9: 12.4 111,0 ° 88. Z F N; , x 71 03/02/05* Sta.32+50 5' SG 100.6 12.8 111.0 91• P .Na 72 03/02/05 ` Sta. 29+50 �, 'i 5 SG 96.71, 12.5 111.0. 87 iF� N. i 73 03/03/O5. Retest of Test # 72 �" '. S SG 99.5 10.5 111.0 90 /P N . 74" 103/03/05 " Avenue 54 ; Sta. 27+50' 8 SG 115.7 10.7 " 121.0 96 P N `75 03/03/05 Retest of Test# 70 . < r 5 SG 103 4 13.1 111.0 93 P N 76 03/17/05 r� Avenue 54 , Sta. 25+45. ;- 5 SG • 16.4 ,20:3 111.0 197,- P N 77 03/22/05 Avenue 5.4 'Sta. 27+20 '' 1 SG C93:3- --15.2 105.0 89 AF N ' 78 03/22/OS ' :�: Avenue 54 ; Sta. 27+30 1 SG 102.2 10.3, 105.0 97 P N - 4 P , • 79 03/22/65 . Avenue 54 , Sta..27+40 1' SG 101.1 13.0 105.0 96 P. N 80 03/22/05 Retest of Test # 7 , 1 . SG. [10 , 0� � 10.2 105.0 95 (P/ N 81 03/29/05 Handicap ramp on Ave. 54 & Jefferson . 6 SG 115.0 10.3 I'l4.5 ' .100 P N • a1 xvx,�. �:�i.�?fi - .'� _.�.,,-• � . t" �' . ..ia.�;%"a;�x. :aa¢� de.��t�,�'-. xx�C`�x1�-`.�i � -' :'��';j?�F6" �°s _`�"°ry�f �;c.: 0 .46 Lafidmae k Consultants, Inc. Coinpaction' -fes*t,.'S''qm'mary Client:City of,La,Quinta',, Project No.: LP04171 Project: Off Site finproVements i-,) Test of. t6ffff Draiin No>' Date Location Fesmlev Field Dry iel Relatve Comp Notte "'N' t V-IIP -Eype; �- ye Apatum ;M',T7 uriIn. :Below, RNMI IMrN -,Psmn Mral '12/004 VLine'A' .t.2 5 PZ I i3O.4 1.� ,l-11.0 99 R N. 12/07/04 Line "A" aY 5 MT 105.2 13.1 111.0 95 P N 3 03/64/05, Avenue 54, Sta'0+25, 5 MT 1013.3 11`5 111.0 '93, R 'N 03/04/05, Avenue 54, Sta. 0+15 'MT 99.5- 17.3 . J11.6 ' 90 P N .5 03i09105 . Avenue 54, Sta. 20+00 5 MY 103.0 16A 1'11.0 .93 T N 6 03/161/05, Line "A" , Sta. 1 +75 .2 MT '92.1 '7'5 100.0 92 P, N 7 03/1,7/.05 Avenue 54, Sta. 25+45 5- SG 107.,*4 20. 3 111.0 .9.7 P N 8 04/20/05. 800 ft South of turnabout I PZ -101.6 82 105.0 97, P N ..9 04/20/05 '800'ft South of tumabout,/ sidewalkI I - ine, 1 MT 102.5 14.5 105.0 98 P N I Landmark Consultants, Inc. Compaction Test Summary Client: City of La Quinta 4 Project: Off Site Improvements Project No.: LP04171 Test of. Driveway Approach Irk' W A igte[011 W elat N m 42 �W ype tuni, enbi et 1 01/28/05 50'N of entrance 7 SG 132.7 7.8 -133.0 100 R N 2 O1i28/'05 280'N of entrance •8 SG' 116.3 12.3 121.0 96 P N 3 01/28/05 360'N of entrance 8 SG 120.9 11.6 '12 V1 100 P N 4 03/22/05 TS of curb 5 SG- -110.5- 9.7 - 1 11-. 0 —10 0--- N 5 03/22/05 .9'S of curb 5 SG- 103.5 9.1 1,11.0 93 F! N 6 '03/22/05 Retest of Test# 4 -,SG- 103.3- 15.1 -11,1,0- 0- ^P N 7 03/22/05 L Retest of Test # 5 5 SG 103.2 14.0 111.01 -93- P N "ay. le 1 01/25/,05 side of entrance 5. SO '107:1. 13.0 I 11'.0 96� T N 2, 0.1/25,/05 West side, of entrance. 5� SG 104.9 16.0 111'.0 .9� N 01/25/05 West side of,entran&e 5 SG 104.8 15 A 111.0 94 P N 04 /25/05", We.st side of entrance '5 SG 98.7 1141.7 '111.0 89., J/ 'N' .4 01/25/05 Retest of Test # 4 IT -5-- -SG- 4_09.5 --l-4.0,' 11-17.07 '01/25/05 West side of entrance. 5 SG H 1.0 14.0 111.0 �100 P,' N-' .01/25/05 W6st side of entrance 5 :SO 111.0 12.5. 'll L.01:t100 P, i. N .7 8 .'011.25105 Sta, 21+5b 5 Sd, - 106.6, 11 LO 96, P N 9 01/25/05' Sta.,41+50 :5 SG 104.3 14.1 .111.0 94,' P. N i 0- 01/25/05 Sta. 7+5 6 1;5 SG-- 1015. �.6 111 .."o §3' P_ ; :N 111 0 1/25/05 Sta. 11 +00 5.' SG' 104:3 12.6 'I I i.0 -,94 'P N 12 �,01/25/05 Sfa..15-�50 5 SG- 105.5 12.5 111.0 95 P 'j,'N' 13, 02/03/05 75 ft off Ave 52 & SG. 110.3 10.4 121.0 91- p N 14. ",02/03*/05 275 ft off Ave 52 8 SG, 113.8 .11.0 121..0 94, P N -15 V02/03/05. 5175 ft'off Ave 52' 8, SG , -112.6 7.9� 121.0 93, P 16 �775 ft off Ave 52;' 8 SG 110.3,, 6.3 121.0 1_ 91 P N ..`,,02/03/05, 17- 02/03/05 990 ft off Ave 52 .8 SG'; 115.9 A'.5 121.0 96 P 14.' -18,' 02/03/05 ;1 1�6 ft*off Ave .52 8 SG- 114.0, 9.8 f2 1. 0 94 4 P'� N, 194 02/03/015. ft- East' 87 S Q -1,13.8. 10.71121*61 94'- p :100 2071, 02/09/05 Sta.'1+50- 5 SG 11-1.0 '9.5' !'11.0 160 P N, 21- 9 ovo'/65 16 "1 + Sta. 4 50 �6' SG 1-15.0 12.3 1-14.5,- 400 R, N 22 02/09/05 •Sta' 7+50 SG! 118.9 12.5 121.0'. 98. p •8 23 , 02/09/05., , Sta.10+50 5,1 SG ji 1,19 04 . 3.0-1,111.0t 55�� P, N' W. Lanamark Consultants, Inc. Compaction Test Summary Client: City of La Quinta krqiect: Off Site Improvements Project No.- LP04171 • Test of. Side law Test � CS o4 W'_'Lro tew, Field' Relative No k" 01 U A Unit ',.I I ' W11 fi Mina 24 02/09/05 Sta. 97+00 5 SG 110.7 11.2 111.0 100 P N 25. 02/09/6 . Sta. 13+50 6 SG 7 12..5 114.5 98 P N 26 02/09/05 Sta. 17+00 6, SG 114.0 '11.0 114.5 100 P N 27 62/ k 16/05 Sta. 0+20 5' SG '107.6 11.3 111.0 97 P N 28 0.2/16/05 Sta. 0+50 5 SG 105.3 8. 111.0 95 P N 29- 02/16/05 Sta. 2+05 5, SGI- 106.5 7.9 111.0 96 P -N 30 02/16/05 Sta. 7+ 10. 5 SG 107.11 8.3 111.0 96 P N.- 31 02/16/05 Sta. 8+65 5 SG 105.0 8.7. 111.0 95 P N 32 02/16/05 Sta. 3+50 5 SG 103.9 9.4 111.0 .94 P N 3.3 .02/16/05. Sta. 5+50 5 SG. 107.1. 8.4 111.0 '96 P. N 34 02/16/05 Sta. 11 +00 8 SG. 118.8 11.0 121.0 98 P N 35 02/16/05,. Sta. 13+25 8 SG 114.9 12.2 121.0 95 P N 36 02/16/05 Sta.- 16+20 5 SG 109.0- 11.5 111.0 98- P N 37 02/16/05 Sta. 19+00 5- SG.- 107.5 15.1 111.0 -97 P N 38 02/16/05 Sta. 21+75 5 SG 110.5 12.7 111.0 100 P N 1 39 02/16/05 Sta. 24+00 6. SG 110.2 11. 3 114.5 96 P N 40 02/16/05 Sta. 27+80 6 SG '109.5 11.1 ' 114.5 96 P N . 41 02/17/05 Sta. 1'1+80, 5 SG 108.7 6.0 111.0 98 P N 42 02/17/05. Sta. 13+50. 5 SG 106.0 6.6 111.0 95, P N -43 02/17/05 \St_a_._15+50i 5, SG 99A 111.0 90 F N .9.5 44 02/17/05 Sta. 18+40 5 SG 95.9 10.7 111.0 '86 /F' N �-45, 02/17/05 Sta. 21+60- 5 SG 92.7 9.0 111.0 84 F N ('461 X 02/17/05 -Sta'24+00 5' - ' SG 104.0 10.7 -111.0 _94 F I N r• Client: City of La Quinta Proiect: Off Site liiinrovements Landmark Consultants,,Inc. Compaction Test Summary Project No.: LP04171 Test of: Sidewalk Test - " No Test .iyjw ,. Nest° Y"+7 • - s h Location- Mat Type Test Elev DatumLTnit F�efd DryField` Wt '�"^ =;MC ,a Max .� 70ensny! Relative Comp Note ` t' Test „Date ;y tType. 47 02/17/05 ` Sta. 26+00 i .' 5 SG 93.7 11.6 " 111,0 84 f'F N 48 02/17/05 Sta..29+00� ,Y '5 SG .92.2. .13.1 111.0 83 fF N 49 02/17/05 Sta.-11+80•, 6 SG 106.5 12.0 ' 1414.5' 93 P N 50 k 02/17/05,, -puPUCATE Sta.' 13+50 5- SG 102.9 12.1 .111.0 93 P ' N «. 51 02/17/6 Sta:15+503' 5 SG 104.6' 12.2 111.0 94 P N 52 02/17/05 IS6:18+40-- 5 SG 103.6 10.0 111.0 93 P' ' N 53 • '02/17/05 ' ` + t' � Sta. 21+001 5 SG. 102.7 14.2 11.1.0 93 P N ` 54 02/17/05 n ' ti `Sta.-24+00. r 5 SG 91.1 16.3. 111.0 82 �F/ �.N., 02/17/05 Sta.'26+00 5 'G S- 103.414.2 ' "955 3 Ps, ' N 56, -02/17/05 REtEST .Sta. 29+00 - 5 SG 100.4, 20.L '1'11.0, .=90"- :_.P, N 57 02/17/05 . Sta. 32+00 5 SG 102.7 12:2 111.0 93 P �Y N'° 58 02/25/05 Sta. 24+00 1 SG 96.2 18.2 105.0 92 /P' , N �. 59 -03/01/05 Jefferson -St, Sta. 35+00 1 SG 99.7 8.8 105.0 95 P N- 60 03/01/05 Jefferson St, Sta. 35+25 1 SG 101.5 19.4 105.0 97 P N 61 03/01/05 Jefferson St, Sta. 38+00 5 SG 110.0 11.4 111.0 99 ' P N 62 '03/01%05 Jefferson St, Sta. 38+00 1 SG 100.9 1.3.1 105.0 96 .P N 63 •-' 03/01/05 Jefferson St, Sta. 42+50 1 SG ; 102.5 10.8 105.0 98 P. rN 64 • ' 03/01/05 : ' Jefferson St, Sta. 42+50 5 SG 111.0 12.8 111..0 100 P N 65 03/01/05 Jefferson St, Sta. 46+90 ,; 6 SG 114.2 10.5 114.5 100 P N . 66„ 03/01/05' Jefferson St, Sta. 47+00 1 SG 104.6 11.9 105.0 100 P N • 67 03/29/05 Spandrel Avenue 54 & Jefferson 6 SG ' 107.8 14.3 114.5 94 P -N 68 , ' 03/31/05 Avenue 52, Sta. 10+00 8. SG 116.6 11.0 121:0 96 . P N 69 03/31/05 Avenue, 52 ; Sta. 13+00 8 SG 114.8 8.0 121.0 95 P N I �- It Landmark '.Consultants, Inc. Compaction, Test Summary, - Client: City of La Quints Project: Off,Site Improvements Project No.: LP04171' Test of. Sidewalk Location r :54 W Test Dry Feld: 'MCI D V, e ,-.4 COM Note TestNo Type Dates Type Datum Umvwt Dc Mz, R.1% '01' 70. 03/31/05 Avenue 52,., Sta. 14+50 6 SGI -108.4 12.0 114.15 .95 P N 71 03/31/05 Avenue 52 Std.'15+50 6 SG 107.8 114.5 94, P N .10.0 72 03/31/05 Jefferson St , Sta. 39+00 5 SG 102.6 10.2 11-1.0 92 P N 73 03/31/05- Jefferson St ,Sta. 43+50 .5 SG 109.7 11.4 111.0 99' P N 74 03/31/05 Jeff6rson St Sta. 46+50 5 . SG 105.4 10.5 111.0, 95 P /�N 75, 04/01/05 Jafferson St', Sta.-11+00 5 SG 99.3 8.6 111.0 89 GF N .76 04/21/05 Avenue 54', Sta. 4+33 5 SG 101.5 .7.1 llLO 91 P N 77 04/21/05 Avenue 54, Sta.-4+2'5 5 SG" 95.9 10.9 111.0 86 N Landmark Consultants, inc. Compaction Test Summary Client: City of La Quinta Project: Off Site Improvements Project No.: LP04171 Test of. Water-'), p-g W �Y. ZIV 90"Cpatiqon JD "90 -Y "i 02, VIM, 014NIS iz- 1. 11/23/04 Sta. 29+56 4 PZ 112.5 2.3 113.5 99 P N 2 11/24/04 Sta. 29+25'. -5 PZ 100.3 18.4 111.0 90 P N 3 11/24/04, Sta. 44+00 r 2 PZ 98.3 14.1 100.5 98 P N 1 4 11/24/04 7 Sta. 37--50 2 PZ 94.6 7.0 100.5 94 P. N 5 12/09/04 In front of Tradition 1 PZ 100.1 16.7 1 105.0 '95 P N 6. 12/09/04 in front of Tradition I MT 103.8 12.9 105.0 99 P N 71 .1 2/13/04 Waterline "A" I PZ 103.6 1 10.4 105.0 99 P N 8 12/13/04 Waterline "A" 1 MT 105.4 13.3 105.0 100 P N 9 12/14/04 Sta. 54+50, 5 PZ 105.1 11.8 111.0 95 P N 10 12/14/64 Sta. 54+40 5 MT 106.7 11.0 111.0 96. P N 11 ' -12/15/04 Sta. 58+25 2 PZ 97.9 14.6 100.5 97 P N 12 .12/15/04 Sta. 58+20 3 -MT 106.6 12.1 108.0 99 P, N 13 12/17/04 §t& 9+00 1 PZ 101.2 18.-0 '105.0 96 P N 14. 12/17/04 Sta. 9+00 2 MT 98.4 13.9 100.5 98 P N 15 12/22/04 'Sta. 11+18, 1 PZ 102.5 13.7 105.0 98 P N 16 12/22/04 Sta. 11+18 6 MT 114.1 12.7 114.5., 160 P N 17 '12/23/04 Stai 16+47 5 MT 106.3. 2.0 111.0 96 'P N 18 12/23/04 Sta. 16+47. . 5 MT .110.3 18.0 11 l*.0 99 P IN 19 12/27/04 Sta. 33+78 5- PZ 101.2 15.1 111.0 91- p N 20 .12/27/04 Sta. 33+78 5 MT 109.1 12.4 111.0 98 P N 21 12/27/04 Sta. 20+75 3. PZ 97.7 10.7 108.0 90 p N 22 12/27/04 Sta. 20+75 2 MT 99.6 10.6 160.5 99 P N 23 12/31/04 Sta. 3 1'+00 .5 PZ 100.3 11.0 111.0 N Landmark Consultants, Inc. Compaction Test Summary Client:. City of La Quinta Project: Off Site Improvements Project No.: LP04171 Test of: Water Testh1T40 NoDate~ est,'""r �' t"I ocat�on: * Mt Typ Test:Etev Dtum Field Dry iJt WtiVICDensity Cix FeloNa ..�Test >Comp *TypeBe1Uw Test . 24 01/13/05 Sta.13+80 5 MT 94.2 12.8 111.0 85 F N 25 01/13/05 Sta. 15+20 5 MT. " 98.7 13.6 111.0 89 F N 26 •01/13/05 Sta.17+60 5 1 MT 92.2 11.4 111.0 83 F N 27 01/13/05 Retest of Test # 24 5 MT 98.7 13.0 111.0 89 F N 28 `01/13/05 Retest of Test # 25 5 MT 93.6 19.8 111.0 84 T N' 29 01/13/05 Retest of Test # 26 5 MT 86:4 18.8 111.0 78 F N 30 01/19/05 Backfill east of club house 5 MT- 86.8 16.6 111.0 78 F N 31 01/19/05 Backf ll east of club house 5 MT 72.8 19.0 111.0 66 F N 32 01/27/05 Ave.52 5 BSG-5 106.4 15.0 111.0 96 P N 33 01/27/05 Ave. 52 .y ' 5 BSG=5 103.9 11.7 111.0 94 P N 34 01/28/05 ,' Water line tie in repair i 5 BSG-2 106.6 13.2 111.0 96 P N 35 01/28/05 Water line tie in repair 5 BSG 109.0 12.8 111.0 98 P N 136. 01/28/05 Water line tie in repair 12 BSG-3 119.2 13.2 126.5 94 P N 37 01/28/05 Water line tie in repair 13 BSG 136.8 2.5 138.0 99 P N 38' 01/28/05 Water line tie in repair 13 BSG 138.4 2.6 138.0 100 P N 39 01/28/05, Water line tie in repair 13 BSG 137.7 2.3 138.0 100 P N 40 03/01/05 Water line , Sta. 11+25 6 MT, 110.8 13.6 114.5 97 P N 41 03/01/05 - Water line , Sta. 14+25 3 J MT 100.0 13.5 108.0 93 P N 42 03/01/05 Water -line, Sta. 17+25, 3 MT 97.0 13.7 108.0 90 P N 43 03/09/05 • 'Avenue 54 , Sta. 27+50 5 MT 103.81 11.0 .111.0 94 P N 44 03/09/05 Avenue 54 , Sta. 24+50 5 MT 104.2 10.8 1 111.0 94 1, P N 45 ": 03/16/05 Avenue 54 , Sta. 30+25 2 MT 98.2 12.4 100.5 98 P N 46 03/16/05 Avenue 54 , Sta. 32+50 1 MT 103.3 11.2 105.0 98 P Landmark Consultants,• Inc. Compaction Test Summary Client: City of La Quinta Project: Off Site Improvements Project No.: LP04171 Test of: Water N e FY AMC ensiM OW!' 151T 1 "'YPe • 47 03/16/05 -Avenue 54 Sta. 10+25 5 MT 108.5 14.2 111.0 98 P N • 48 .03/16/05 Avenue 54, Sta. 19+25 1 'MT 99.7 13.4 105.0 95 P N 49 03/16/05 Avenue 54 ,,Sta. 24+25 3 MT 103.1 14.1 108.0 -95 P N 50 03/16/0.5 Avenue 54, Sta. 27+50 • 3 MT 1016.3 13.6 108.0 98 P 51 03/17/05 Avenue 54 ; Sta. 32+50 2 MT 92.7 14.6 100.5 92 P N 52 03/22/05 Avenue 54, Sta. 28+00 5 MT_ 110.5 12.5 111.0 100 P N 53 03/22/05 Avenue 54, Sta. 14t20 5 MT - 87.7 2.5 111.0 79 F N 54 03/22/05 Retest of Test # 53 5, MT 92.7 24.1 111.0 84 F N 55 63/22/05 Retest of Test # 55 5 MT 105.2 11.1 -111.0 95 N. � 0 . Land.mar'.WiCo nsultalnts,'. Inc. Compaction Test Summary, Client' City Project'No.- LP04171, Prt)ject.:'Off Site Improvements; -Test of.'Retaining Wall m Date; 0 eAl TMefElew ARM RelativeN'Ji I 04h4/05- 'Avenue 52 Sta.. 1 +69 il 5 FP-2 105.5. 15.6 110.0 96 P N. Client -,City of La Quin'ta Project: Off Site Irfivrovernents • Landmark, Consultants, Inc. compaction. Test,Summary Project No.: LP04171 Test of: Water & Electrical t M IN 1 iw+ 5 e LT XhWwC'Ymc ensity Upm Xaypev ,D7 Se 1 01/18/05 Club hodse road 5 MT .94.8 13.2 111.0 85 F N 2 01/18/05 •Club house road 5 MT 96.6 16.0 111.0 87 F N 3 01/18/05 Clubhouse road 5 MT 10.5.8 13.6 111.0 95 P N 4 01/18/05 Retest of Test # 2 5 MT 99.4 13.4 111.0 90 P N 5 01/18/05 Retest of Test # 1 5 MT. '94.1 16.8 111.0 85 F N Landmark Consultants, Inc. Compaction Test Summary Client: City -of La Quinta Proiect: Off Site ImDrovements Project No.: LP04171 Test of: Asphalt Concrete Test M4 No ;Test R ,Date ii#tH W, �MatWlest, Type AM ttevf Datum M.Wet 0. %,mCwt, Ad AMC.,-Mensuty.A 01 M), Max, WOMP5 -Comps 1 12/10/04 27'Wx52'S of N/W comer 10 FG 146.4 N/A 146.3 100 P N 2 12/10/04 2TS3x 45V of N/W comer 10 FG 144.1 N/A 146.3 98 P. N 3- 12/10/014 24'Sx27'E of S/W comer 10 FG 141.0 N/A 146.3 96 P -N- 4- 12/13/04 45'Sxll 5'W from N/E comer 10 FG 143.3 N/A 146.3 .98 N, '5 12/13/04 2 FEx5 TN from S/W comer 10 FG 146.5 N/A 146.3 100 P 'N 6 01/21/05 TEx 1 5'S from S/E comer 11 FG-1 135.6 N/A 146.9 92 P N 7 T01/21/05' 30'Sx24'E from S/W comer 11 FG-1 -129.4 N/A 146.9 -88 F N 8 01/21/05 15.'Sx30'W from S/W comer 11 FG-1 133.7 N/A 146.9 1 P N ,9 01/2.1/05 .30'W from N/W comer' 11 FG-1 132.8 N/A 146.9 -,90 P N 10 01/21/05 30'Sx39'W from S/W comer 11 FG-1 .131:7 N/A 146.9 90 P N 111 02/04/05 Club house E. area 14 FSG 148.0 N/A 147.4 100 P N 12 02/04/05. Sta. 14+50 14 FSG 148.0 N/A 147.4 100' P N 13 02/04/05 • Sta. 12+00 14 FSG 140.7 N/A 147.4 .'95 P N 14 02/07/05 N/E •side Country Club 14 FG 146.7 N/A 147.4 100 P N 15 02/07/05 N/E side Country Club 14 FG 147.3 N/A 147.4 .100 P N 16 02/07/05 N/E side Country Club 14 FG 146.3 N/A l 147.4 .991, P N 17 02/07/05. Country Club Dr. 14 FG 142.9 N/A 147.4 97 'P* N 18 02/09/05 Avenue 52, Sta. 99+50 14 AC 143.8 N/A 147.4 98 P P N .19 02/09/05 Avenue 52, Sta. r 3+00 14 AC 14,14.6 N/A 147.4 98 P N 20 02/09/05 Avenue 52 , Sta. 7+5 0 14 AC 140.6. N/A 147.4 95 P N 21 02/09/05 Avenue 52 , Sta. 10+50 14 AC 146.5 N/A 147.4 99 P N 22 02/.09/05. Avenue 52 Sta. 15+00 14 AC 13.8.3 N/A '147.4 1:.94 F 'N 23 02/09/05 Avenue 52, Sta. ,19+00' 14 . AC 1-140.0 N/A l 147.4"T 95 P N Landmark Consultants, Inc. f _ Compaction Test Summary Client: City of La Quinta • ,Proiect: Off Site Improvements Project No:: LP04171 ' Test of. Asphalt Concrete „ �, ��" Y 3 Test=Test No �:7, Y "x"'•'x'.v'T'° .. �. e . x Date: ; .. : . � .> y :c .....�.._ .,..$X.- 'rest k '`- �Location' "+�•Yk NIat Type Test:Elev , Dafum " Wets Unrt Wt -Feld MC 7MaxN9 ,Vens�ty, rRelative C[oymp� NoteTest ' Taype. 24 02/09/05 Avenue 52, Sta. 22+00 14 AC 140.0 N/A 147.4 95 P N 25 02/09/05 Avenue 52 , Sta. 26+00 14 AC 143.0 N/A 147.4 97 P N 26 02/09/05 Avenue 52 , Sta. 29+30 14. AC 139.1 N/A 147.4 94 P N 27 02/09/05 Avenue 52 , Sta. 35+00 14 AC 144.7 N/A 147.4 98 P N 28 03/22/05 Avenue 52 , Sta. 8+50 14 AC. 134.3 N/A 147.4 91 F N 29 a 03/22/05 Avenue 52 , Sta. 0+25 14 AC 146.8 - N/A 147.4 100 P N '30 03/22/05 Avenue 52, Sta. 1+50 14 AC 143.6 N/A 147.4 97 P N 31 i 03/22/05 Retest of Test # 28 15 AC 139.3 N/A 145.4 96 P N 32 . 03/22/05 Avenue 52 , Sta. 7+30 15 AC 140.1 N/A 145.4 96 P N 33 04/06/05 Avenue 54, Sta. 11+00, 14 AC 146.8 N/A 147.4 100 P N 34 04/06/05 Avenue 54 , Sta. 14+25 ' 14 AC 140.5 N/A 147.4 95 P N. 35 .04/06/05. Avenue 54 , Sta. 16+50, - 14 AC 148.0 N/A 147.4 100 P N 36 . 04/06/05 Avenue 54, Sta. 19+50 14 AC 145.2 N/A 147.4 99 P N 37 04/06/05 Avenue 54, Sta. 24+50 14 AC 148.0 N/A .147.4 100 P N 38 .04/06/05 Avenue 54 , Sta. 27+75 14 AC 144.2 N/A 147.4 98 P N 39 04/06/05 Avenue 54 , Sta. 28+50 14 AC 145.7 N/A 147.4 99 P N Landmark Consultants, Inc. Compaction Test Summary Client: City of La Quinta Project: Off Site Improvements Project No.: LP04171 Test off -Common Trench Testy 4 Nx T A zTM -7 JKi' 1 01/18/05 Club house Rd 5 MT 94.8 13.2 111.0 85 F N 2 01/18/05 Club house Rd 5 NIT 93.6 16.0 111.0 84 F N 3 01/18/05 Club house Rd 5 MT 105.8 13.6 111.0 95 P N 4 01/18/05 Retest of Test of # 2 5 MT 99.4 13.4 111.0 90 P N 5 01/18/05 Retest of Test of # 1 5 MT 94.1 16.8 111.0 85- F N 6 01/18/05 Retest of Test .# 5 5 MT 103.8 15.0 111.0 94 P N EL CENTRO: 760-370-3000 PALM DESERT: 760-360-0665 DBE/MBE/SBE COMPANY TECHNICIAN DAILY REPORT PAGE OF, Project Name: c_ ;,vG Z 'ZOLV Project Number: L, 0U_jp p q Client Name: ( i \,I C>q 1. �; , A Owner's Rep Onsite: (`;a. OSHPD/Building Permit No.: ..,......- Plan File No.: ----- DSA File No.: ---- Scheduled Arrival Time: DSA App. No.: Time In: A % oo Time Out: No. ; 07 Lunch/Break: IMileage: -- =--. Total Hours: General Contractor (Name & Company): Specialty Contractor (Name & Company): ...� WEATHER CONDITIONS: \pvA— 6V C?_ (CA EQUIPMENT USED: \ L \41,t k 1.\\, AREAS WORKED: Location of work observed, tests/samples taken, progress, remarks, job problems/issues C d. U S, C. S e a'e, C3 lZ A l L) f I (Ir j VZ iaP I 1-., , t. 1 4--S 1 -, e- P AS-i .tA G a�: o ry �d�nn� _ u� I;w _ v S- l A A r° In Al' Xe= / P 1A a(JA 1444c" ihe 4 �,IA .j 'earl T--�,E- 1? 4 .- t CA,ck our?f e L%rde-;e r cC/I s vim/. c�\s fr--wi ,,,n j 1f'hr- CA1-,o V 4, k I +--,V L--,,61L S R-x h 1M>P A 4nmocr f .°os�j . n r, c1 0 Q/rl d 1'2 DID YOU OBSERVE EVERYTHING YOU EXPECTED?: i AYES ❑ NO DID YOU OBSERVE ANYTHING UNEXPECTED?: ❑ YE _ NO IN PARTICULAR, WHAT SHOULD BE OBSERVED/CHECKED/ft TESTED DURING NEXT VISIT: A! NON-CONFORMANCE: TECHNICIAN'S SIGNATURE: j�(� DATE/DAY: O S PERSON NOTIFIED: SIGNATURE:,7-I/ NOTICE: Our firm's technicians are represented onsite solely to observe operations of the contractor identified, to form opinions about the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field representative do not relieve any contractor from its obligations to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods, operations and sequences of construction. lei_ 780 N. 4th Street, El Centro, CA 92243 • 77-948 Wildcat Drive, Palm Desert, CA 92211 J 4� ..__as»� lid__ ziC1 'i��j � f � ___•__ —e,t.s ,` s-a ,.� �- a-� •o� auw ' f d-r'_v`_r+,� . �?l-� � ` , ( . r !�' � r'2'c/ � �' �S.•','�'�_;,.t1 I"(JG( ?' �� ? y Tl o� �u:t.r�"7_ ---�r7 j Z,-d,-- i � ./--__ •__�-___._.... ` lvc• J w7fd �� '%`'' y ��/.. / `�i,'.3 ' �•d 'r�>� � � �/ ` '� (` I ?�� a:S' zn �'IJ Sr :� - . i S i i i -- 4_. ems'' °�',- '��T -.-_ �•-� `� i t 1r rl _y.__...- �j1-'n P..S �'a � �� .�O�f' a :•-vq vd !vim i /...� ..'�v, !sr'P;7 ..Gl,.�....�� ., I / C. k i! d Cj7ali v�— — --- a 3 r valk- c7JN6'1/��V� �Zi :rf Z UJ i - J-___- • �"� -,•� .r � � j � ice. _f - .. � - ----...____._ ....._..__..) i I ;i c�. ii . i�. 7r� `I- - . .+, �,ti f+.'a.A. .'.R.,�i.•y.., .•„ .1' •...�,. a ,, �. 7�"�',+'yJ+yfta, �.. +. fA ("till A / O EL CENTRO: 760-370-3000 PALM DESERT: 760-360-0665 DBE/MBE/SBE COMPANY TECHNICIAN DAILY REPORT PAGE OF Project Name:<- \, kQ c ry- "1, Project Number: (_Q�_+ Client Name: T rA t- U,1..�`1 �f Owner's Rep Onsite: OSHPD/Building Permit No.: Plan he No.: DSA File No.: Scheduled Arrival Time: DSA App. No.: Time In: ^ `A� Time Out: {� !(`� Lunch/Break: Mileage: Total Hours: General Contractor (Name & Company): Specialty Contractor (Name & Company): WEATHER CONDITIONS: (j! ,A �, adA to EQUIPMENT USED: AREAS WORKED: Location of work observed, tests/samples taken, progress, remarks, job problems/issues �nq .Ill ri '_D0 \M NA o{. 1-�4�+��.�{► n JU 11 0I .n _ l 1 ��'So� cat t ltY a �f" <x� bj x A 4 aw o tA4— DID YOU OBSERVE EVERYTHING YOU EXPECTED?: ❑ NO• DID YOU OBSERVE ANYTHING UNEXPECTED?: ❑ YES `m NO IN PARTICULAR, WHAT SHOULD BE OBSERVED/CHECKED/RETESTED DURING NEXT VISIT - NON -CONFORMANCE: A 1 TECHNICIAN'S SIGNATURE: _ DATE/DAY: PERSON NOTIFIED: _ SIGNATURE:. ivu i iLt: uur Tirm s tecnrncians are represented onsite soieiy to observe operations of the contractor,identitied, to form opinions about the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field representative do not relieve any contractor from its obligations to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods, operations and sequences of construction. 780 N. 4th Street, El Centro, CA 92243 • 77-948 Wildcat Drive, Palm Desert, CA 92211 .6 r''eM� ev!a� i��'4iy •✓�A...�,�r-�%�'b S '�'i 1}' � b7t�..f��+.�'+3 i.-'S.�•-. q;. a �, :4:� Phone No.: Fax. No.:_ DSA File No.: _ COMPACTION TESTING DSA App. No.: (Nuclear Method ASTM D-2922 & D-2950) Branch Office: Test No. t� Density Count Moisture Count Moisture Correction Mode & Depth Wet Density, PCF Dry Density, PCF '1 t % Moisture (c) �( Standard Dens. (MAX.) Optimum Moisture �SpCeo e�cimpaction d Density 0� /Vt c l• �Rl Test No.. Station. r� Elevation: Mat'l: ^i v A -- G l L' *N � r-)LA � ^� \ CC�rt4 n Location: > >�( t.!� , i Test No.: Station: Elevation: Mat'l:_ Location: Test No.: Station: Elevation: Mat'l: Location: Test No.: Station: Elevation: Mat'l: Location: Test No.: Station: Elevation: Mat'l: — Location: Test No.: Station: Elevation: MatT Location: Test No.: Station: Elevation: Mat'l: Location: PROJECT NAME: CLIENT: C s�I Gauge Serial NO'.* �X�iQ., NN\ff—�,�-�� (`FDA E: �7� �' r.J C t Density Std.:. a.� ri ��`= -� PROJECT NO.: t/I Nl `�' TECHNICIAN: `�� } Moisture Std.: � + Form No. 160 • Pioneer Printing (760) 353-5401 ..+.:•-ew.tr-hn--��`A�`++tr..M•`•,j;��;,.�-:q:';�,ta s��::,""�F'i.i% :.:y�«f. :;,K,r� �. 'f ��D�.+-r-"r'.-'w`�..}Ty-j�`'�•:jGi`�ny��,,;,.�j��r,+`y�'-n*w .r �•�w*�-•.-. 3��A'r J�K'>t-+<•+h-•^`=�wMF;'��v... �. ...a—:--•''•w.�.y-. NJ 1 1= mor Phone No.: Fax. No.:_ COMPACTION TESTING DSA App. No.: (Nuclear Method ASTM D-2922 &'D-2950) Branch Office: i Test No. Density Count Moisture Count Moisture Correction I Mode & Depth Wet Density, jPCF Dry Density, PCF % Moisture Standard Dens. (MAX.) 0C) Optimum Moisture % Compaction a Specified Density i . Test No.: Station: Elevation:. Location:SC't AC„tr�o � 1;0 i. Test No.: Station: Elevation:. I nratinn• I Test No.: Station: Elevation:. I ncaiinn i Test No.: Station: Elevation:. Location: Test No.: Station: Elevation:. I ncaiinn Test No.: Station: Elevation:. Location: Test No.: Station: Elevation: Location: PROJECT NAME: CLIENTI�, rj A 1tiDATE. Gauge Serial No.: Density Std.: r Mat'I: r. \ MatT_ Mat'I: Mat'I: Mat'I: Mat'I: Mat'I: PROJECT NO.: TECHNICIAN: .�. Moisture Std.: 61 Form No. 160 • Pioneer Printing (760) 353-5401 ,i- EL CENTRO: 760-370-3000 PALM DESERT: 760-360-0665 DBE/MBE/SBE COMPANY TECHNICIAN DAILY REPORT PAGE OF Project Name: 1 1 ; y fr - r.. Project Number: Client Name: ��( ��i '\'t f ` Owner's Rep Onsite: OSHPD/Building Permit No.: Plan File No.: DSA File No.: Scheduled Arrival Time: DSA App. No.: Time In: j ,�+, Time Out: ` Lunch/Break: Mileage: Total Hours:— z;' General Contractor (Name & Company): Specialty Contractor (Name & Company):, WEATHER CONDITIONS: EQUIPMENT USED: / AREAS WORKED: Location of work observed, tests/samples taken, progress, remarks, job problems/issues f � .t .. \ :::_. .-T�I � ....�.�, `�..�I l.'. ` �. l �?i ,/ � x::? " -. i +' , - � r • \iJ( d. 1+C-1 - 11�#t P �i� V'� `' � I �i. �/ ..... 1 `' � -x , � �<� -� ram.• � �.. � r. � `� � , �. :t..� c ; i ... !rr � ., � (_ c �, •t E; r �l C' _ C—A 1.. r \v' ^ti ` 1 i f I (•�� 1 - +s;i t` rti, �. ,�,,5✓`.e :...i�i,! L'fl.,�i<.�Y \ t,. •� yf \ `S -_ i 1.l `^.�l 1 \.` f. `r-'4-.! , �'1 ! �/t 7• Ln �, i .` . S 'l-4- DID YOU OBSERVE EVERYTHING YOU EXPECTED?: 0=YES ❑ NO DID YOU OBSERVE ANYTHING UNEXPECTED?: ❑ YES r� NO IN PARTICULAR, WHAT SHOULD BE OBSERVED/CHECKED/RETESTED DURING NEXT VISIT - NON -CONFORMANCE: TECHNICIAN'S SIGNATURE:_ y DATE/DAY: PERSON NOTIFIED: t! �� SIGNATURE:; NOTICE: Our firm's technicians are represented onsite solely to observe operations of the contractor identified, to form opinions about the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field representative do,not relieve any contractor from its obligations to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods, operations and sequences of construction. 180 N. 4th Street, El Centro, CA 92243 77-948 Wildcat Drive, Palm Desert, CA 92211 Ilk _ '+-+`-ti«vV`-•ti �.'+ra++-.':y^.i•"'j;,�w.�i,�.r,yf','.,.i'tn`""i'-.r'iT��r-.�'."'i:'-fi+W �r�f"-+lr..�~�"Jai'+i'"r�".�'F^-1"�'iitiv.:T:...%.r•r-..::w'�r'.:o,,;-.�..-..r��c..:..+w�..1�:j+•�/v'+.ii.'C'.'''�+li ,�•'.r. � "��..',..J'•r � Phone No.: COMPACTION TESTING Fax. No.: (Nuclear Method ASTM D-2922 & D-2950) DSA File No.: _ DSA App. No.: Branch Office:. Test No. "'Density Count Moisture Countj 1 Moisture Correction Mode &Depth , Wet Density, PCF�.�i"tj Dry Density, PCF It((a, �,! - I o, % Moisture i Standard Dens. (MAX.) (� , i + I G Optimum Moisture '. >. ! r l t `+ ( C(, 5 % Compaction" r6,� Specified Density - 1 b� irk ' g v t y Test No.:! Station: Elevation: + A 0 Location: A\,r;Ci J �j�'l � Test No.: Station:, Location: \,0 Elevation: A IV CC i � 'Test No.: l.t 2— "- Station: t L t I ; V. Elevation: Location' w S r \ ( : _ .• °• - MatT Test No.. '_K �=' � Station: !U Elevation: All MatT Location: i I �P<J Test No. Location Test No. Location Station: Station: Test No.: Station: Location: PROJECT NAME: -�� •�_ CLIENT: r Gauge Serial No.: Elevation: MatT Elevation: MatT Elevation: MatT Density Std.: PROJECT NO.: TECHNICIAN: Moisture Std.:— Form No. 160 • Pioneer Printing (760) 353-5401