Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
3017
I NOTE: With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS 7/28/99 Subdivision Improvement Permit — Class III DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION MMADISON ST. & AIRPORT BVD. TRACT 28838 (Street address or Description of Location) PURPOSE OF CONSTRUCTION OPF—SITE STREET IMPROVEMENTS Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION CT.'?ARTNr,,RYC'ANTAT?OW, itAn—PAVTNC:.S1 aws A nTRTPTNr. SEE ATTACHED CONDITIONS DIMENSION OF INSTALLATION OR REMOVAL RIW T.ThtTT� OR MADISON ST. & AIRPORT BVD. SIZE OF EXCAVATION, IF NEEDED 48" MAX DEPTH FOR SIGNAL CONDUIT APPROXIMATE TIME WHEN WORK WILL BEGIN 8/2/99 APPROXIMATE TIME OF COMPLETION 11/30/99 ESTIMATED CONSTRUCTION COST $ 794,076.00 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: 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 ermit,and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of thisowork. KSL DEVELOPMENT CO. Name of Applicant (please print) ure of Applicant or 56920 PGA BLVD.. LAAUINTAn CA. 92253 Business Address (760)564-7166 Telephone No. GRANITE CONST. CO.— MIKE ROMERO 38000 MONROE. INDIO CA..92203 (760)775-7500 Name of Contractor and Job Foreman Business Address Telephone No. 89 Contractor's License No. 2501 City Business License No. t AMERICAN CASUALTY CO. GLIB 92180 Applicant's Insurance Company n Ik ,pohcy 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 $ 23-535.00 Permit Fee 3 (110. Can Penalty Plancheck r A7 qn . nn 1 r'r^44 * Cash Deposit -Surety Bond if required As Btw41 t- 1 _ Ono, On nm� Nrvn4 TOTAL: $ 17-R85.00 Receipt No. Received by Date i JUL 1999 �.. f'jj . R I�iTi 0-1 PERMIT -VALIDATION _ PERMIT NO. 3017 DATE APPROVED 7/29/99 EXPIRATION DATE 7/29/00 Cj DATE ISSUED/"" r� By W&( t Administrative Authority P Recorded by Telephone: (619) 777-7075 NOTE: �,tW�ith proper validation �Bc VS 3 his form constitutes an CITY OF LA QUINTA <<' encroachment permit s: APPLICATION FOR PERMIT � 199° PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) `— w OF 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 III DATE: 8 Minor Improvement Permit Class IV LOCATION OF IONSTRILICTION Iv y I S Oii� Sr2E T A -I fZ�o1Z-r F,ou�yArR.y-r'2a-�'�" 28 8 3 8 (Street address or Oescription of Location) PURPOSE OF CONSTRUCTION OFFS«� "�� Sketch'(attach construction plans if appropriate) 1 M 'PL�roVEN1� tJT 5 DESCRIPTION OF CONSTRUCTION C=-�`�11JG - �.� � aAJp1_7i(01JS xj.sE,. ?AVI►Jr, s► �Ns, y DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED A145" M�'�" �rE1't APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION C 479 ESTIMATED CONSTRUCTION COSTS • ao (Including removal of all obstruction, materials, and de ris, 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 os 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 Quints and to pay for any additional replacement necessary as the result of this work. Business Address._ _ Name of Contractor and Job Foreman Business Address Telephone No. 89 2501 . Contractor's License No. City Business License No. AINt0?-tc^nl C.A,suaoTY Cm . GI L ( 64-19 21 So 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 $ 2 ifs 35' — Permit Fee (� 75o C/L�iT Cash Deposit•S �,atyBoncl d lLT ODp DSI� if required �e! _ TOTAL: $ Receipt No. Received by Date PERMIT VALIDATION ` PERMIT NO. 350 t -j DATE APPROVED 27 / EXPIRATION DATE DATE ISSUED By Administrative Authority Recorded by Telephone: (619) 777-7075 \ t • r f • • n r t t \ \ �:<" + �,i��ti� iJ�i�:'�3�„�, ji.� !�' ^ ••�"�C;� J�� '•��.�:: �.l r� l�' �~� � �� �/ �'3'�' �°i J ��'r4"�;, t!;•�: � � �, :('; �, •• ,�-•,� ter" - 6 SPECIAL CONDITIONS --PERMIT NO. 3017 --- KSL / GRANITE CONST. CO. --- 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. KSL / GRANITE CONST. CO., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. All areas shall be kept watered down daily including weekends. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday. 7:00 a.m. to 5:30 .p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way. 6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982)i advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A.traffic control plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions - Permit No. 3017 Page 1 of 4 SPECIAL CONDITIONS --PERMIT NO.3017 --- KSL / GRANITE CONST. CO. --- Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. 'A minimum of one travel lane of paved surface shall be maintained with flagmen at all times. 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 10. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles.. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot 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 rift thickness to be compacted for the remainder of the project. Special Conditions - Permit No. 3017 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO., 3017 --- KSL / GRANITE CONST. CO. --- F. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. G. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. H. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. I. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 12. All excavations within City of La Quinta right-of-way shall, be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15.. Pursuant to Section 14.16.375 of the La Quints 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. T;xisting asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches; shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. -Verify exact structural replacement section thicknesses with the City prior to installation. Special Conditions - Permit No. 3017 Page 3 of 4 �Jo SPECIAL CONDITIONS --PERMIT NO.3017 --- KSL / GRANITE CONST. CO.. --- C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. For transverse trenches across improved streets, the existing pavement surface, three (3) feet on either side of the excavated trench, shall be cold -milled to a depth of 0.10%.with a "butt" joint created along each edge of the cold -milled area, and a new 0.10' lift of/z" max medium asphalt concrete pavement overlay applied throughout the cold -milled area. E. For longitudinal trenches within improved streets, the existing pavement surface, through the lane width (within lane line striping), shall be cold -milled to a depth of 0.10', with a "butt" joint created along each edge of the cold -milled area, and a new 0.10' lift of/z" max medium asphalt concrete pavement overlay applied throughout the cold -milled area. F. If grinding and capping operations are not performed in. the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 16. Permittee shall notify the City of La Quinta Public Works Department a minimum of 48 hours prior to commencement of any construction at (760) 777-7075. 17. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 18. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if th-., permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 19. This permit allows for the off -site street improvements per the permit description and the approved plans for tract 28838. 20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 3017 Page 4 of 4 The following General and Special Provisions are attached to and made a part of Permit No. 1 n 1 GENERAL PROVISIONS The following shall always apply: ENROACIUVMNT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with. rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing pavement is scarred; spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall,consist of one coat of two inches (2') of A.C. surfacing plus appropriate seal cost as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered. during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be 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 theJob site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. UTIIdTY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right of way v authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. UTILITY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with inches of A.C. paving placed on inches of class _ aggregate subbase course having an 'R' value of not less than and in conformance with City of La Quinta Road Improvement Standards and - Specifications, Ordinance #461. PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shallbe graded to a slope of 1/4 inch to one foot (F). R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_feet) shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be 2 1/2 inches of A-C. paving placed on !�� of class aggregate base. Driveway construction shall conform to attached drawing. L/ SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. RIO SOIL SI'E.RILIZEM The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the manufacturer's specifications. Rll COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of La Quints. may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State of City of La Quints 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 involved shall be completely tied out so they may readily and correctly be replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to .these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper project clearance. 113 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. R15 BACKFTLL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of 95 percent shall be attained with the structural section of the roadway. R17 BACKFELL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer, and the water supply shall be continuous. R18 COMPACTION TEST'S: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. 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 Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. R21 PERMANENT- PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2') of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class base shall be placed no later than days after completion of temporary road repair. FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon completion of permanent repairs. R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. 9 0 Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date 7-Z 0 9 Job No. 5-7 7-z- 90 � z FIELD MEMO Project Name �GSClient: Site.Address Job Phone Work Done Test Summary / Footings Inspected Test No. Location Elev. El Dry Density Moist % % Relative Compaction Ref. Max 'pcf Moist % Comments /-f)l I P!- 1> V .0 4D 'Z; I AM 7 A--Ia� L PQ)IZ 47—'47 1 'IA& Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you.for the opportunity to be of service. sf+-ape„"�ti„f"te'""�``9+^R'7.s.-+��+"�""`:""''v's..�.�k..�++::-h.ii�=(�h.i.:.:y-w�..Mnr*r+`..,.�'�h'r.^'..d''iti`,r� ''.,t`""'-�r""��'G',f ij '-''''�i"+'{.•'�..�1+:'r :... 0 i Sladdensf ngineering y 6782 Stanton Ave.,` Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date /--Z'© C1 r Job No. 5 2 2-t- 17c .5r Z FIELD MEMO Project Name—' Client: Site Address ea��-sa� i1�i A Ttrr� Job Phone Work Done z Test .Summary / Footings Inspected Test No. Location Elev. Dry Density Moist '/o % Relative Compaction Ref. Max pcf Moi9 % Comments ,77 Field Tech. `' Super. or Agent 24 hour notice requested to schedule,,'Field!,Technician,; Thank .you for the opportunity to be of service. 717. Sladden -Engineering Date TIELD MEMO Project Name Client: Site Address Job Phone Work Done Test Summary / Footings Inspected Test Location Elev. Dry Moist % Relative Ref. Max Moist Comments Field Tech. � � Super. or Agent .. -. 24hour nodcerequeatadhnuchedu�F��Tec hnician. Thank you hxthe oppodunhvtobeofoen�oe. . `. ' ',/4���^' w Sladden Engineering 6782 Stanton -Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date Job No.. S2 Z qD�Z FIELD MEMO Project Name V-'� V W PAI Client: Site Address Job 4one Work Done TEST � c�P. Test Summary / Footings Inspected Test No. _ Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % r ©a?:P ►, q r l f Z I oti r .-► IW S�o� rn3- ro 2 10 107•o 11.1 91(6 1G 10}o) /v. ql �7 1d6 f o2 ley-5 11. o C4 Co/Yents 2,t4 +r-2� t/ CJ G/ /iIr. Fief • Tec . Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. ��'�'�''3ti.r9,�+A..r���.`r yr�'r`}�,....� P"os�•�vR-y".r-�+.F..-.""!�kw.*3r-`-vyq}�..,,'W.`h'�:�1v"'""'�',�,...�.+'3.�4..��{!�,"'�"i,C-s="".'..W+,,i ,-�•rt'+� :.-e�/^�`4•Kh-'~'�.-.�.'i z 5 Sladden En ineerin 9 9 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date 9 `t Ll -CI i Job No. '� Z "'1l'6Z � FIELD MEMO Project Name 11��`a it v\; P l I Client: Site Address Job Plione Work Done Test Summary / Footings Inspected Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % 17. tT-Vsr ell /+Z /l u �i t rl� rJb `� ► I '12 1L) Ec� o �� Z 94 M �—O) t /[' •1 1. 911, t/ Covraments r � j�� d /�� t� r./ t/ f1/' Fie d TecL,, Super. or Agent 24 hour notice requested to schedule"Field Technician Thank -you: for the opportunity to be of service. i� i Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date i- �,4j-girl Job No. 2 FIELD MEMO* Project Name Site Address Job Phone Work Done L' \,'r f" I I Client: Test Summary / Footings Inspected Test No Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % !� t 1 71 14; el Cotmfnents t 1 f I-J �/ t� `� 4) 1/ j l'� i Field Tec .. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. �.�'i4yi1�'a�^iwi�eY'V"•era`�'K`'l�'��i'ryr..J'Pi+�'li'.;�"fTttrY,�:t�;+sCefY�f�'%1+z^f`"�i`i3'Y�yy'y^'. � �v�,�, fir.- 1 iy�.,�,Ta',�;;:t'+i'�'«nl':''�7'rf'4`i�` 1'Y�":rr�.yr ry},. ,-i t' e.7'i. �sxd►*i��°�vii�T"'"ir.�• lsl ?G' Slodden Engineering _. 6782 Stanton Ave., Suite E, Buena Park, 'CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 i . Date Job No. �✓ 2Z"`�y �Z FIELD MEMO Project Name Client: Site Address Job Phone Work Done BEST cc���-ion a�'3 WAi 5�y{L�+s Test Summary / Footings Inspected Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % Comments V � C Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank -you for the opportunity to be of service. r Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, 'CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date Job No. FIELD MEMO Project Name Client: Site Address Job Phone Work Done w` •- Test Summary / Footings Inspected Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % 91 1 �Z Comments Field Tech. Super. or Agent 24 hour notice requested to scheduleuField, Tech niciam: Jhank.i the opportunity to be of service y i,=y.�-�'i'^.�a^+.""r++r°''TV'1*7M'rrii`"pNK,,._.w«a`vsc�-v.�:+`'-.��dAs•— i. -a 'csY tv' w. ..•...- v 'k.-".:.,.�v--r•.�-"" f , ' 1 Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date rt " q Job No. � FIELD MEMO Project Name f� `7(.�' Client: Site Address Job Phone Work Done " Test Summary / Footings Inspected - Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % 1 Comments 1 ' . � •. - t. � 1 .1.�-. Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. i - �h;;;'i„Yi'^�n-;�"«z:. sizY�`�-i'�►..`�,.'",` t�l'"'�i"`�'�j°'�','+lf�!�t'�"�'�'ii'tnt"`�`�.d.r"v>�.,�{S � � 4t�+ �u�{y 7�'�°�ir�,�'�'�'7v-fti,^�h��+=a'�,r�H'Zh Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date 9"27-99 Job No. �2 �'" 0$Z FIELD MEMO Project Name �L Client: Site Address Job Phone Work Done Tt5°r CLM' VAt—"1 0Ai 0.0 'S;>;Zv1Y Oe \�-y ( Poew%U) Test Summary / Footings Inspected Test No Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % l bb-o 11•3 95 . Utz l 34 `t s t 03,E b -9Z �• (0-7,0 5-6 9L, S. i��S IIS 92 �• 4-�t1- P LV541 rJ l 03.0 � e-12 92 Comments x • -TA Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be .of service. !ear "` �''f,"�..r$`�"'^ �"°+r•'S�"-�*^'r+^,('+7:,�iL.�t"°'`y`i•t"1r,^r*-%i�.�,Taer�' yy�:�. ° r,�71. x'`v't+�,�::.t�+,a^•Ye'++�-'T^,•.+^'T" Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Project Name Site Address Job Phone FIELD MEMO Client: Work Done �.` .f,,.. f C' ice, A � ) ,t t p� �: d l `°y i. xy r t � L i .� /� �!J!», Test Summary / Footings Inspected Date 1-27-C! / Job No. `i 7 i - 51 D'62 Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % 1: 0A-12S,G INAP't340ti 46-, 12 1t;-7, �• \/ c, �- of A.C. 1 Comments t ` Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to .be of service. e.rT+.--^.+^�S':rT+w`4r 4Y�-•r.!°•c.....*� -m--i`Y�`.f7f,,yrY,,t-'..--..eve.�...Ja^"r^-..-rtiiti..x\.-r. ��•n°`r-�-, �... .. -" "'`^--., i.. .. ,. �.--- •`r.+-• Slodden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date "1- 27 ` �/ l Job No. Project Name Site Address Job Phone FIELD MEMO Client: Work Done % ` " i. �--' w,\'n{- i r tt , ?3 �) Test Summary / Footings Inspected Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % i Comments i i Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician:. Thank you for the opportunity to be of service. L( �:fi'?f' i��`�'Fti+f tr'� �`1�wY :'tt •'i:4iT. . .. . .�`�`3Kn�".li�'{:`�4R��,`,„��'i�'`!�,rr`5ir'•'T"�nvi''`i�'�^l :f`�'�`7�i''!�1'*�'��'b'Nicr}1"':}�'+�+h�57iti''i �fr-'i A Y' �`3�f�i`{�Ft-^'i,��'l�y`'`tt"++ar•'��'•�`h1�-rijTj�7rt"4�',�`S•1"'�---:4,.�''"t Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date Job No. S22 �j O�2 FIELD MEMO Project Name Client: Site Address Job Phone Work Done ti 0. e�U1 S� " RNV T�>'t � J JV-1 � ts7 CDINI�RL� �N o v�A1'1 3 b5•��-c,- 1 Test Summary / Footings Inspected Test No. Location Density Moist % % Relative Compaction Ref. Max pcf Moist % kElev.Dry, i• rS0 1091 "1 1I'L �i. —77 t 5D 1 t►'L 115 r-op q9 . T I C13 1 U-7 ► 70 t-2S v 1116 3 f0`1 (o. h � + 5 0 � I o•z q l o� Comments Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. *Sledden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date �1 Job No. FIELD MEMO Project Name Client: — Site Address Job Phone Work Done (� Yw �1 i� �W j c,,{2 /a Cj �r f� t\i i3 ri.�./ �'ycr�,►N�J Test Summary] Footings Inspected N Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist ' % ) . P v 11'i� �Zf�� 0 C� �a �J1 �1Gf •7i �•�L `rl�j i G� 2. � �, 1 >• �� I ��a •�G 5,�i ��, ► l2 5s peg 6rj CA 1 T I C11j 10-7 T` Ir 05 61 Comments A It 4e3 a,e 6m, Co- r Field Tech. Super. or Agent 24 hour notice requested to schedule Field'Technician. Thank you for the opportunity to be of service. - �"-'-�•,..t•n-...v:ri+.r»�"w'ir`^•-.;�,.: x`Y�, „ .••'w•v-t'�„'-..� �'"r- y'-�4a-.P...-..+.--...,r�•--. •r+-. - „ .'-�. .:'c.'"'rr.--.-..a`,j�•.--• F' Y �..�'.T-, _- .. �-.-. .r, �-.r....- �..- '• Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date "-2 Job No. `--27 If "2 FIELD MEMO Project Name Client: Site Address Job Phone Work Done A c .� + i1 "� 1 . v 4�: !.,,r �? } R �'' f7 7 Test Summary / Footings Inspected k Test No Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % 71 Comments t Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. y 4 � `_;,. � r,'Szr�y.r` .j.�w2.:y• _..t^t" ri: � .. .. ; Sy r,1�, xra:,' /,sue;.+�r�•".'�r.y ,�+:,+r` t �.� y Sadden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date"' 2 �' Job No. Project Name KS Site Address Job Phone FIELD MEMO Client: Work Done l es er G u to {ZA 1:�— Test -Summary / Footings Inspected , Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % CL'.J Z 2 d v 7 �2 �-2. I�Z �►Z �/ � 11.2 C�3 /5 �I •L el3�al 1t2 2 E °TEES i v 4 Comments AL Lj�pA,% l7 ,� r"r57" A (-� o ►/E 5eo G, Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. V '•,r �n.r...:'.4�—Y'3.t(}i�et.'•, .,Ti-r+s` T>.-i'%-,i,r�r:vT•�'t+'hrMr•4'tilf4iw.a' .. .. i•� vti,, '.. '��� }.' �1 -.n' f"r ��l��n,-."�'�^Iri+y'Fj�r'*�2•+'�+tt•v+"s1fi7•rcirti`i�'!a"n`�-+k'" '�''y';""-�.-�'. „•+crC��" 'f'7¢i��i��+ ty�S� �,�i Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 �* �� Date % / Job. No. + FIELD MEMO r' Project Name ��S L'' Client: Site Address Job Phone Work Done r �, 1 CS I L/p���L1ll�/�% D!J C'�✓1� StJ•bS12��E Test Summary / Footings Inspected Test No \ Location Elev. Dry Density Moist %+1 % Relative Compaction Ref. Max Moist I l ' 1/ �4-t% ���� ! I�j•�j !• V - 1 1 '3 .�pcf ' Fi Ib. r►'z� ' {04 I q A 90 I 7. A?b 125 IZ! 5 I-S ,9 Id6 • �'-j,t: BLS •� � IlZ-5 10-2 qa .. !� -7r, evg ?�. -N ,25 12p•� �l. 1, '70 Y -7 113. ej 'f,l Iq , 'l2. �7tDo lob• ��� �o Comments Al A it Ca n n (L Rt- � 10yvl -/I ' Field Te"c.h! Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. SIinc1den Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 . Date �0- )" �`7. Job No. FIELD MEMO Project Name V Client: Site Address Job Phone Work Done Test Summary / Footings Inspected Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % • � k � 5 (�i 115.E -7.a � 5 I Zc , Comments L� Field Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. Sladden Engineering. 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln:, Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date ! 0 ' ) - I cl Job No. 5-2, -'" kG '2 Project Name 14`` L - Site Address Job Phone FIELD MEMO Client: Work Done�A' G �� . ( ;•� �'� i3�. Vir 1'a.��a� w! Test Summary / Footings Inspected Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % 46"�( �1�rn i �l�t Ira Comments Field Tech f Super. or Agent 24 hour notice requested to schedule Field Technician. Thank ,you for the opportunity to be of service. r_,.•...'�.-•-ua.-M'"••'.'4-...�...I"�a..�^�-i^..,-.r--...-1.....-sYw`'�.+"`.r.,...�rb. sue'-�..a�.�-. _.+,.�r•.-,.r^'.....,.* .- ..,�---•-+r-•-'^'r-^ ..i/'"v f.^vr• r-y.. ....i l-.:^- .�.. Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date Job No. C;� ' %�. 1 Project Name L Site Address Job Phone r FIELD MEMO Client: Work Done ,.- 1 Test Summary / Footings Inspected Test No Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % Comments •r � � I '-� r• � O Field Tech\,-- % Super. or Agent 24 hour notice requested to schedule Field Te6hhici86!'Thaiiky86"for the opportunity to be of service. Sladden Engineering r 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 9221"! (760) 772-3893 Fax (760) 772-3895 Date Job No. FIELD MEMO Project Name �CSV Client: Site Address Job Phone r' Work Done .r Test Summary / Footings Inspected �. Test. No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % i�As G II \1-1 ,, 1 N i Comments .Y Field Tech. `` Super. or Agent 24 hour notice requested to "schedule Field Technician. Thank you.fbr the opportunity to be of service.. Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714)v523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Project Name ��SL Site Address Job Phone Work Done . Test SummaryFootings Inspected FIELD MEMO Client: Date 10 - 1, ` 1 `l Job No. Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % f Ir4 Comments ) j r i y Field Tech. Super. or Agent 24 hour notice requested to schedule Field,Technician. ,Thank you.for the opportunity to be of service. E Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714)'523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date _ Job No, FIELD MEMO Project Name 4 `,, Client: Site Address Job Phone Work Done st t ( 4 Test Summary / Footings Inspected 13 . E+ ' J Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % t, rI Q^ir" ` L! y M * a'- � �M 1 � f •� Comments r Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician_ Thank you // for the opportunity to be of service. �r.a `.�..-i+?."Y-,.-,<....i--cr^TYw�'..t.-'�'�4-i,•'kir^" Y r Rna +.r: ir"s.r i 's.x �a�w ,�syr�- 't""-�ii"Sfi '"h �.�i,'r+'f`%-i�,'.%: t�"�,�,"`,�);i'''`��,•'�'�i�,wr.����"'v'i'i.nr�r+"�'"F a" °� i::''�';J�i�`"3�L�s�►{^��"'t"h�{ Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 . (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G; Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 i Date 10" 7 - 9 `I Job No. FIELD MEMO' Project Name Site Address Job Phone Client: Work Done 1 C S'i tVo, �Ac1-� L lj i 17k Test Summary / Footings Inspected Test Location Elev. Dry Moist % Relative Ref. Max Moist No. Density /o Compaction pcf e..o L • to q.`j l Zn I I 1?3.c3 ?•-, c1cl- �,�. b t.'1 Gc IlLi,I e1•�) �� Comments ` L---- -- I n II K. _.r _•I /1 _11 I I 2, T----- r, , i v✓1 11_—L - V I'C/"- V/Gr'TUv t� I Field Tech. Super. or Agent !6. 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Project Name Site Address Job Phone Work Done Test Summary / Footings Inspected FIELD MEMO Client: Date l o" -7 - c `t Job No. G-2 2 Test Location Elev. Dry Moist % Relative Ref. Max Moist No. Density % Compaction pcf % CfCi r 'a Comments I A d f� �t t Field Tech. Super. or Agent 4 24 hour notice requested to schedule Field Tech,nician.,,ThAnk, you.for the opportunity to be of service. +"'1+--��n...`ia"�+"Yyf'd:Cy..,.y�F�``�'-,��`-rii=*x"'V,ayi"Mrgk."�.^vti...�-i_i�,-,:�.,i,.J'e..-'-h��Tr`.-.^-.'Y".(1'►4^t-r.�,'..i'�""".."7w-".s"..i':...-\-�'-, ...� ' ,,. � ,.. Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date s Job No. FIELD MEMO Project Name `� �' Client: Site Address Job Phone Work Done Test Summary / Footings Inspected Test Dry Moist % Relative Ref. Max Moist No. Location Elev. Density % Compaction pcf % • t t t ;4 i i Comments y � t a i t I 3 Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. u _ Sladden Engineering 6782 Stanton Ave.; Suite E, Buena Park, CA 90621 (552) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA92211 , (760) 772-3893 Fax (760) 772-3895 Date Job No. 4;Z2 ` 9 FIELD MEMO Project Name �GSV Y Client: Site Address ? Job Phone Work Done (eJn�P-Gv-(olJ OtJ Svc SA (t�%1 Test Summary / Footings Inspected Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max . pcf Moist % j. 1Z•oesU 11�6?a 7'7 90 147 f w Comments Field Tech. Super. or Agent 24 hour notice requested to schedule Field, -Technician. Thank you for the opportunity to be of service. s r. r�-i+- �-t.,C'�.-..-.+-.f+.•w.....-�^..e"*""-ar.-�--a.-. �^:'^..-Cyr,-=-r i'snit,-+..y,..'t:-.r.+'R..���.'...,: _,-j�r...��..'-�`----,F, -y „'r''"". ,,(�- Y--�..^virf"-.e7--y.,�: M ,�.-�,,.t!4��•�_� �-�1"-., .. (wSladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax .(760) 772-3895 Date Job No. h"?2 - FIELD MEMO Project Name`' Client: Site Address ' Job Phone Work Done Test Summary / Footings Inspected Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist o t �l • y Comments Field Tech.' Super. or Agent 24 hour notice requested to 'schedule.Field Technician: Thank you for the opportunity to be of service. Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 s Date Job No. ' FIELD MEMO Project Name t4 ` L' Client: Site Address Job Phone Work Done Test Summary / Footings Inspected Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % 1 Comments i s 1 Field Tech. Super. or Agent 24 hour notice requested to schedule Fieldy Technician: Thank`you for the opportunity to be of service. I �� :.7`i �•f��it'fil��i �':rX�Y' a!;�`Fs'yn >•ti:�Y ,rw=..:-.-- . r .. x �,•„hu '"tFwJ`�.ti"]h "iY.'hnay, "�,.i^' �V,+i „�c"i��'tx?.�i yn1i's��if.r�X�^a�`� i��., r � - +4 i��iY h•'t' T , y t � t'• ��• 'S�^y.'l},'`'x'T�i' Y �r�'t'it./�}�'�r'!rii j 1 C> i Sladden Engineering �' la _ s _C`9 + 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562), 864-4121 (714) 523-0952 Fax (714) 523-1369. `3503 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date Job No. cj2Z� 9(7�Z FIELD MEMO Project Name �GSL Client: Site Address Job Phone Work Done for (OpAeA6�1c1J DN ST�rt:'�" gatiG Test Summary / Footings Inspected Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % V;Y 110, IU IZ -o to Oil ' � •� 12q • D 3� 1 � � I � Comments I �► t) . + q `� 1 2i y r r Field"Tebb,Z l/ Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service: 71' 0 Sladden' Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date 10 — I --vt Job No. FIELD MEMO Project Name Client: Site Address '(7 "-f: Job Phone Work Done 5 P. 46 Test Summary] Footings Inspected Test No. Location . Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % M 004 C' ?I Comments ell Field'Teb-h,/ k-,' Super. or Agent 24 hour notice requested to schedule Field Technician. ,Thank youfor the opportunity to be of service. t Slodden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 52311369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date " Job No. �? f 'If Project Name Site Address Job Phone FIELD MEMO Client: G Work Done b Test Summary / Footings Inspected Test Dry Moist % Relative Ref. Max Moist No. Location Elev. Density .% Compaction pcf Comments i tZ- r Field Tech./ L Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. -.Oc.#.- 15-99 14 : 23 P.O1 Sladden Engineering 39-725 Garand Lane, Suite G Palm Dcserl, California 92211 (760) 772-3893 Fax (760) 772-3895 FAX TRANSMITTAL ��/ 7 TO: DATE: - \ " TIME: C� ORIGIN AL WILL FOI.1.OW yvs ❑ NC) Number of pages including transmittal sheet: If you do not receive all the pages, please. contact this office at the above phone number. Comments: Oct-15-99 14:23 P.02 Slcadden Eng i n-eeri ng 6782 Stanton Ave.. Suite E, Buena Park, CA 90621 (562) 864.4121 (714) 523.0952 Fax (714) 523-1369 39.725 Garand Ln., Suite G. Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 October 15, 1999 Project No. 577-9082 99-10-172 KSL Uuvclopment Corporation . 55-920 PGA 13oulcvanl La Quinta, Calif'tlrttia 92253 Attention: Mr. ICim Firuher Project: MmIlson Street PGA West La Quinta, California Subject: Report of Base Gradation Test RCsults As requested, we Irtvc sartlplccl the,base material placed along Madison Street within Ric. PGA West development in the City of La Quinta, California. The base material tva supplied and placed by C,ranite Construction Company. Four samples of the base material were oblahwd on October 8 and 11, 1999. 'Kest results arc surnwarii.ed below: Sample No. l - C)Gobcr 8, 1999 SievC. Si4C. 3/a" 3/8" #4 #30 #2.00 Sample N(.1, 2 - Oct.ober 8, 1999 Percent I'assins Specification' 92% 90_ 100 _ 56% 50-80 42% .... _. _. ;35-55 _ 18% 10-30 2-9 Sicvc Sic Percent Passing Specification* 3/4" 91 % 90-100 3/8" 5V410 50-80 #4 39% 35-55 #3t? 16% 10-30 t1200 S' 'i 2-9 Oct,-15-99 14:24 r-- P. 03 00ober 15, 1999 Sample No. 3. - October 8. 1991) s1cVc Sic 3 /A 3/8" 930 1.200 -2- Pro.icci. No, 52-7-9082 99-10-172 - ---------------- Percerit Passing 961YO 90- 100 6 5 49% 35-5.5 19% 10-30 6% 2-9 Sample No. 4 - October 1 1, 1999 Sieve Size PV1-cV1lt Passing Specification* I 1 /2" 100% 100 3 931 90-100 3!8" 5 2 IYO 50-80 114 41% 3 5 - 5 5 ft.3 0 20% 10 - #200 5 1% 2.9 Specification fOr SSPW(': (Oreen book) Crushed Agg!-cga(c Base Material (Sec(.1011 200 -2,2.21). If YOU have quic-,�tioili regarding this report or the T041lig summarized herein, please contact the Respectfully submitted, SLADDEN FWANEERING Noe, Exp. 9.30,2D02 Principal Engineer I -, . 0 4 CIVIL Letter/pe QWF ("Opivs; 2/KSI. Development Corporation Sla6den (691neering SEP-24-99 FRI 04:15 PM GRANITE CONSTRUCTION FAX NO..7607758229 Gnnnlr conmucTion comPAnm w Southern California Region, . FACSIMILE UANSMISSION COVER SHEET COMPANY:�� FROM: A- A NUMBER OF PAGES (INCL, COVER SHEET'):. .� DATE: � `� c' FAX #:--—�_"�� PHONE #: COMMENTS: From Facsimile Number (760) 775-8229. IF you have any problems with this transmission, please contact sender at (760) 775-7500. 38000 Monroc Street 4 Indio, California 92203 ♦ . (760) 775-7500 / FAX (760) 775-8229 P. 01 SEP-24-99 FRI 04:15 PM GRANITE CONSTRUCTION Sent -by: SUPERIOR READY MIX L.P. 7607409557; FAX NO, 7607758229 P. 02 09/24/99 9:12AM;)gLEX #156;Page 2/4 SUPLRIOR READY MIX CONCRETE, L-P. 1.508 MISSION ROAD ESCONDIDO, CA 92029 760-745-0556 CONCRETE MIX DV•SION DSSS96PAS [711 3250 psi 09/24/99 CONTRACTOR GRANITE CONSTRUCTION PROJECT AIRPORT S MADISON STREET IMPROVEMENTS,LQ SOURCE 00 CONCRETE SUPERIOR READY MIX CONSTRUCTION TYPE 560-C-3250 PLACEMENT TRUCK PLACE WEIGHTS PER CUBIC YARD ASTM C150 TYPE II/V CEMENT, LS ASTM C618 CLASS "F" FI.YASH, LB ASTM C33 WASKED CONC SAND, LB ASTM C33 #57 ROCK, LB ASTM C33 08 ROCK, L8 WATER, LS (OhL-US) AIR ENTRAINMENT, % MASTER SUILDTRS POZZ 322N, OZ- MASTER BUILDERS MICRO AIR, 02- WATER/CEMENT RATIO, LBS/LS SLUMP, IN CONCRETE UNIT WEIGHT, PCF PREPARED BY : SUPERIOR READY,"MIX CONCRETE L.P. (SATURATED, SURFACE -DRY) YIfiLD, co P'T 476 2.42 84 0.58 1482 9.03 1342 8.15 335 2.04 .282 ( 33.8) 4,52 1.0 0.27 TOTAL, 27.00 22.4 3.4 0.50 4.00 148,.2 ,SEP-24-99 FRI 04;16 PM GRANITE CONSTRUCTION Sent by: SUPERIOR READY MIX L.P. 7607409557; FAX NO. 7607758229 P. 03 09/24/99 9:12AM;)gLrx #156;Page*3/4 W 0 R K A S I L I T Y e 45 MIX 095596PAE MIX ANALY819 MIX VOLUME, CU FT 27.00 COARSENESS (Q / (Q t I)) 61.0 WORKABILITY 41.0 W — ADJUST 40.9 PERCENT MORTAR 69.0 TOTAL FINENESS MODULUS 4.98 -- !---------!-------- !------- !--------- *1 i It 40----- ------------- I---------I--------1 35 ' -- .� „--------'---------'— ..:......i:::.... r a r . 30.1---------I- ...:::.::::...----;--------- ;- ------ 25 '....----'--------- '--------- '--------- ' -------- x — TOTAL MIX AGGREGATES BOTH 20 r '-------- '---------'------------------ I------�--- —� r , 100 BO 60 40 20 C 0 A R S E N B S S [ g/ (Q r I) MATERIALS CHARACTERISTICS STONE 1 STONE 2 SAND DENSITY, SP G 2.64 2.64 2.63 PASSING .3/8 " SIEVE .16.0 96.0 100.0 PASSINO # 8 SIEVE 2.0 6.0 84.0 FINENESS MODULUS 6.96 3.76 3.01 PERCENT OF ROGREGATE 42.4 10.6 4.7.0 MINERA4 ADMIXTURE DENSITY, SP G 2.34 NO SEVERE EXPOSURE U SEP724-99 FRI 04:16 PM GRANITE CONSTRUCTION FAX NO. 7607758229 P. 04 Sent by; SUPERIOR READY MIX L.P. 7607409557; 09/24/99 9:13AM;)jL& #156;Ps9e 4/4 MIX 085596FAX FULL GRADATION ANALYSIS SIEVE STONE 1 STONE 2 SAND PASTE TOTAL AGOR 1-1/2 " M~ ^ ---100.0 `100.0 1 " 100.0 100.0 100.0 3/4 " 82.0 94.6 92.4 1/2 " 40.0 10010 81.9 74.6 3/8 16.0 W o 100.0 74.4 64,0 # 4 4.0 20.0 98.0 64.3 49.9 # 8 2.0 6.0 84.0 58.0 41.0 # 16. - 2.0 60.0 49.1 29.4 # 30 - - 35.0 40.5 16.5 # 50 - - 17.0 34.3 8.0 # 100 - -• 5.0 30.5 2.4 # 200 - - 2.0 100.0 29.5 0.9 # 325 - - - 95.0 27.4 - Liquid - - - 61.5 .17.7 - GRADATION CHART 90 1 1 R 1 t I 1 I I 1 I G X 1 1 11 I Q x 1 I r 1 1 1 I '/ 1-,- -1 1 T 1 1- 1 ! ! I 1 ! ! ! ! ! ! I ! 50 ! - ;-l---l-{ _-o-----;-----x----l---;------I-_.-s---I---! S30 ' - ' '--- - ---- --_ --- - ----- ---- - -- i 20 10 1---'-'-- 1 1 I - r '- -- ----- ---- ----- ------+-----� --� I 0 {_. - 1 .. 1 _ 1 _ 1 .. _ 1 _ i _ 1 - „ I ,-- 1 r - ' ----1----{-----' - '-----o-----o---o---o 1 1 3 1 3 # # # #• $ 1 2 3 L SIEVE / // 4 B 1 3 5 0 0 -2 1 5 4 2 8 6 _0 0 0 0 5 q x - ALL COMPONENTS 0 - AGGREGATtS * - 80TR SEP-24-99 FRI 08:24 AM GRANITE CONSTRUCTION FAX NO. 7607758229 P. 02 tinnnrrE 38-000 Monroe St. 1EMI/"AA y �on Indio, 92203 Tel: (780) 775-757500 1g12 Fax: (760) 775-8229 WE ARE SENDING YOU ❑ SHOP DRAWINGS ❑ COPY OF..LETTER SUBMITTALS ❑ CHANGE ORDER N0. ❑ ATTACHED ❑ PRINTS Ej CONTRACT ❑ PAYROLL DOCS I PTTFR AP TRAW MITTAI DATE JOB N0. 2Z s- 1 ATTENTION: K-�-A 'Fn-.,i Gt--c. 2 RE: R IR CTIVE� C) m�99 rr ❑ UNDER SEPARATE COVER VIA RM,WPI OE ❑ PLANS ❑ SAMPLES ❑ SPECIFICATIONS ❑ SUBCONTRACT ❑ INVOICE(S) ❑ CERTIFICATE(S) OF INSURANCE COPIES DATE OR NO. DESCRIPTION 8 Lfl `T � a � L - 3 7 r� d �.+r.�; ' � aca.-ta ....J � ..-• . -,r� �s � IMtSt Alit IMANSIVII I IEU AS CFIECKEU I LLUW: FOR APPROVAL ❑ APPROVED AS SUBMITTED FOR YOUR USE Q APPROVED AS NOTED ❑ AS REQUESTED ❑ FOR REVIEW AND COMMENT ❑ RETURNED FOR CORRECTIONS ❑ RESUBMIT COPIES FOR APPROVAL ❑ SUBMIT COPIES FOR DISTRIBUTION RETURN CORRECTED PRINTS ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: r fZ- S ►. i !� G -3 a+ tit ��-t r�� tom- �3 C� �"c'T tZ COPY To. 0 3 -V-- % IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE, SIGNED: n u SEP-24-99 FRI 08:25 AM GRANITE CONSTRUCTION Sent 'by; SUPERIOR READY MIX CONCRETE L.P.760 740 9558i FAX NO, 7607758229 P. 03 08/20/99 t1:37AMilih 033iPale 2/4 SUPERIOR READY MIX CONCRETE, L.P. 1509 MISSION ROAD ESCONDIDO, CA 92029 760-745-0556 CONCRETE MIX DESIGN D85596AEC (711 3250 PSI CONTRACTOR GRANITE CONSTRUCTION PROJL'CT : AIRPORT S l4ADI30N STREET IMPROVEMENTS,L¢ SOURCE OF CONCRETE SUPERIOR READY MIX CONSTRUCTION TYPE S60-C-32S0 CURB MACHINE PLACEMENT : TRUCK PLACE WEIGHTS PER CUBIC YARD ASTM C130 TYPE II/V CEMENT, LB ASTM C618 CLASS "F" FLYASH, LB ASTM C33 14ASHED CONC SAND, LB ASTM C33 #57 ROCK, LB ASTM C33 #8 ROCK, LB HEATER, LB (GAL -US) AIR ENTRAINMENT, % MASTER BUILDERS MICRO AIR, 02- PATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT, PCr PREPARED BY : SUPERIOR READY MfX CONCRETE L.P. J (SATURATED, SURFACE -DRY) YIELD, CU FT 476 2.42 84 O.SB 1399 8.52 1267 7.69 317 1.92 282 ( 33.8) 4.52 5.0 +/- 1.0 1.35 zacsas= TOTAL 27.00 3.4 0.50 2,0o 141.6 08/20/99 SEP-24-99 FRI 08:25 AM GRANITE CONSTRUCTION • Sent -by: SUPERIOR READY MIX CONCRETE L.P.780 740 9558; FAX NO. 7607758229 P. 04 00/20/99 11:37AM;jmffjL_#i33;Page 3/4 MIX #DS5596AEC MIX ANALYSIS MIX VOLUME, CU FT COARSENESS (Q / (0 + I)) WORKABILITY W - ADJUST PBRCRNT MORTAR TOTAL FINENESS MODULUS 27.00 61.0 41.0 40.9 60.4 4.98 4S;-------- ;--------- ;--------- ;--------- I---------; 1 I I I 40 I i '--------- I -------- '---------I---------I--------- ; w I I I I i I 0 i i i .......... R ' I x35 I ---------I- ------- '--------, •. ....:•.. .. ' I , 1 I 1 1 L30 I---------;- ..............----I--------;---------I T Y ..........' I I I r 25 •••••:---`---------I---------'-------..-1---------I TOTAL MIX I a - AaoREoATRS ; 20 BOTH ; ;--------- ;--------- ;--------- ;--------- i I 100 80 60 40 20 0 C O A R S E N E S S [ Q/ (Q + I) j MATERIALS CHARACTERISTICS STONE 1 STONE 2 DENSITY, SP 0 2.64 2.64 PASSING 3/8 " SIEVE 16.0 96.0 PASSIRG 6 8 SIEVE 2.0 6.0 FINENESS MODULUS 6.96 5.76 PERCENT OF AOOREOATE 42.4 10.6 MINERAL ADMIXTURE DENSITY, BP 0 NO SEVERE EXPOSURE SAND 2.63 100.0 84.0 3.01 47.0 2.34 SEP-24-99 FRI 08:26 AM GRANITE CONSTRUCTION FAX NO. 7607758229 P. 05 ' 'Sent' by; SUPERIOR READY MIX CONCRETE L.P.760 740 9558; 08/20/99 11:37AMj9ffiW-#133;Page 4I4 MIX tD85596AEC FULL GRADATION ANALYSIS SIEVE STONE 1 STONE 2 SAND PASTE TOTAL AOOR 1 " 100.0 100.0 100.0 3/4 82.0 94.9 92.4 1/2 " 40.0 100.0 92.9 74.6 3/8 " 16.0 96.0 100.0 75.8 64.0 # 4 4.0 20.0 98.0 66.3 49.9 # 8 2.0 6.0 84.0 60.4 41.0 # 16 - 2.0 60.0 51.9 28.4 # 30 - - 35.0 43.9 15.5 # 50 - - 17.0 38.2 8.0 100 - - 5.0 34.4 2.4 $ 200 - - 2.0 100.0 33.5 0.9 325 - - - 95.6 31.4 - Liguid - - - 66.2 21.7 - GRADATION CHART 90;---;-o---;-;---i-----;-----;-----;---;------;-----;-__;---' p E80;--;-;---;-;---;----------;-----;---t------I-----;---;---; R t l a x C70;---;-;--;-;---{-----{-----;-----;---;-----------I---;---; R I !! t o x I t N 60 50 { --- ; ; ---; -;---o----- p S 30 ;;-i---;-;---I-----t-_---o___--;---;------ !� I ! I I !! � i ► I i l t H20 i---;-;---I----;-----{-----;-----;---;------;-----;---;---x G ;-----t---{---{ 0 '-- '-' -1 --'-'--;-----I-----;-----{---{------o-----o---o---o 1 3 1 3 # # # $ # I 2 3 L SIEVE / // 4 8 1 3 5 0 0 2 i 5 4 2 8 6 0 0 0 0 5 q x - ALL COMPONENTS o - AGORWATES - BOTH j Daily Inspection Report No. City Of La QI Contractor. A/5 L Supt. on Job l-/ Sheet of� Weather Temperature 77 OF Max 46 OF Min Work Hours 0'— to '°58� P Memos Issued Photos Date a -63 -qi Project -1Yr �cc2� �017 Special Conditions, Delays, Changes Accidents Damage Sampling, Testing Visitors to -Site Work Report (Work done, Personnel/Equipment workin7g�)-- -� •' Q-K- ..t(J .at-o�c- `7'ud.et�.s..r- �C.o .� � .`7/I/�.e..0 �i��,u�ft. i Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 , (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., •Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date "7`7, (o — S `l Job No. 5 ,-- 5n8 Z_ FIELD MEMO Project Name k�?—C7u `��• Site Address I-Ah Job Phone Work Done Test Summary / Footings Inspected Client: Test No. Location Elev. Dry Density Moist . /o % Relative Compaction Ref. Max pcf Moist /o Comments J Viel(d.Tec- . Fr `" °Super. or. Agent 24 hour notice requested to schedule Field Technician...Thank you for the -opportunity =to 'be of service. "`�x•-a.r�n.v:n-..s�i�.-Fs......r,'i.f">ll.�^,"•Yt{a*.""r'•"i.r.rr.-••--'^•w,-'•��.=""1.+•",...,.ai....nrn�.mt,•••._,9.t aift....-�`--m�.,...-..:�.,.-�..w'_'�n '^-✓�..: 4/r+'��•�` �._�,-�a�v_... ._yv}",{,,.�.�..--v:-.y,.-7• Sladden Engineering 6782, Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 FIELD MEMO Project Name kn11.. fiU ►c FK z k Site Address 9(_+i Job Phone Work Done yI Y 4� Test Summary / Footings Inspected Date %" Z (P _. 5 !� Job No. Client:^ Test No. Location Elev. Dry Density, Moist % % Relative Compaction Ref. Max pcf Moist % i Comments 4 ield Tech. l Super. or Agent 24 hour notice requested to schedule -Field' Tech"nician' l hjan 'l yrou; for the opportunity to be of service. . �Trrz;C}�F+•i'�"w�i�'lw`Fa' ,���ef•+r�1 vf'r'I{2.`i Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date' Job No. FIELD MEMO „�r... Project Name `.= : l 61 }.%, A Site Address ..ti �'.Aly Job Phone Work Done Test Summary / Footings Inspected Client: .i Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % Comments eN n. e, � jField Tech. 24 hour notice requested to schedule Field Technician �.A�: Super. or Agent Thank you for the opportunity to be of service. J �t+N �,A/k Mw• Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 t Date 7-2 -7' � S Job No. ` 2 9(-.f -2 FIELD MEMO Project Name �G L �—AT-r �/ %� Client: Site Address r ► (f%C--�� Job Phone Work Done Test Summary / Footings Inspected Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % Comments AiO 41"ST ul- Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service:` Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date 7- ! rJ Job No.i' e 2. Project Name x �. ` �✓` 1 '` Site Address ' j �J` r'-4) Job Phone Work Done Test Summary / Footings Inspected FIELD MEMO Client: Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % Comments x Field Tech. ; Super. or Aaent 24 hour notice requested to schedule Field Technician 4' Than,k 'A,for the. opportunity to be of service. Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date Job No. FIELD MEMO Project Name Client: Site Address Job Phone Work Done Test Summary / Footings Inspected Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % Comments Field Tech. 24 hour notice requested to Super. or Agent 'Field Technician. Thank you for the opportunity to be of service. IK`i^"....1P+� i'i,,ti. ��,y��r.�.r x t':S'..iti'Y� t�-i'1'+"Y,,�i•�'�,it..,.w�+.-.r'-..n. ..� �. "L' �... 1`„��..�..—�1' �.%�' 'r� s'`g a✓s..r IS. r.,-a, 7,�,?rtG,.,,..��i'Y f'i' .2.. �i: l�Y,.w-"•^' .. a Sladden Engineering 6782, Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln,, Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895' ' _ FIELD MEMO .Project Name �5�--- Client: Site Address MO&--ICn Job Phone Work Done C\ . Test Summary / Footings Inspected Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % // 3 lOi 7 Cc�e2 �a I►A2 l/,5 OIS u Comments -�3 c�\A oQ Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. S1,adden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 . (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 ' N Date /0 C ,G--W Job No.c�.'" FIELD MEMO Project Name��' �-- Client: Site Address Job Phone Work Done Test Summary / Footings Inspected Test No. Location [ Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % t Comments r' Field Tech.i; Super. or Agent +isr` 24 hour notice requested to schedule Field TechniciansNThank you for the opportunity to be of service. r�y�,rf��•.Fn �!' :ry�z.`t�, t Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date ! " Q ✓ Job No. �`r M "tec r �. FIELD MEMO Project NameClient: Site Address ` ' "�.: �` 'fkf Job Phone Work Done Test Summary / Footings Inspected Test No. Location 4 Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % 4# S 1 �( t � �Q¢r` }A 1 -��.. fit � � ;.: � "�- .c.. ✓�' � t,�t'�.. _ di ILO Comments Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. (wSladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date s • . — • s�' Job No. —V- .-. 8-2 FIELD MEMO E Project Name Client: Site Address Job Phone Work Done en. s Test Summary / Footings Inspected Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % ,� a �• i ///„ c' Comments 0 .f, �f Field Tech. Super. or Agent 24,14 notice requested to schedule Field Technician. Thank you for the opportunity to be of service. (wSladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date ? 5 Job No. Project Name {� t'" Site Address Job Phone Work Done Test Summary / Footings Inspected FIELD MEMO Client: Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % t 1 Comments T Field'Te `h. I Super. or Agerit 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. Sladden Engineering 67D2Stanton Ave.Suite E.Buena Park, CA9U821 (502) 864~4121 (714)523-0952 Fax (714)52313G9 � 39-725Garand Ln,Suite G.Palm Desert, CA92211 (76O772'3893 Fax (760772'3895 / � ( Da=Date'°` � Job No. � FIELD MEMO Project Name Client: Site Address Job Phone Work Done ^ Test Summary / Footings Inspected Test Location Elev. Dry Moist % Relative Ref. Max Moist Comments ^ Fmm |oon. / Super. cxAgent 24hour notice requested toschedule Field Technician. Thank you for the opportunity tobeofservice. — -' :iry..rr+�"'`4"K'.sti-�2•,.�r~•y'isi�r..r��*+"r"'T'+'+f�""a!•�iiti�7JSti..;��,r-.I+'S�"�•v��y*lF;{+f:'s'+'��,;fyY'"-yr7{�fw•::P.•;h!ij�,�yj,:yrery.fi+��r, --'M•*l-�'q�i^r�.;�-r+Y4T �"1;•-r#�t.+�'^f>�`n"'Nr.tw.RY�SiltJ '�ti Y^��,� Slcdden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 ' (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 .(760) 772-3893 Fax (760) 772-3895 Project Name 5-,0 4 •%o�� hf. Site Address Xs Job Phone Work Doneb,6NS,4 %'-S� S �., -Jf -e•i- " • Test Summary / Footings Inspected FIELD MEMO Client: A Date 11- '3 "5S Job No. y 2 Z - 962z Test No. Location fe Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % 4G','SoN i /PSF C n 5 -� 3Z U CD S3•U Z I 133•v Y. % o 3 131. U .o q -- Y 13 y. S 13 o s, 7 �rS A s -7 5S I 13 13 4 -s- Comments :I A Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. Ix;,u�t; r•"i�m�, r�'*'•'�"`��•'4 �ik1f,�JCF'A>Ca'v ��,�'4;.r.,.k.y..,�r:.,.wnf,..�.�.i..-�-�r��S. 7.Ss�..�S.f 1" � •'y,+,-rS,'+y.:.. -, ,r �.,�. -- .F r,+...�Y ..t.: y'.r. � _.it-:,., � " Sladden Engineering 'fywj 9 94' 6782 Stanton.Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893" Fax (760) 772-3895 FIELD MEMO Project Name Avr-,,e Se d xeo, •.-� Site Address ' lf4.s J J Job Phone Work Done Test Summary / Footings Inspected Client: 9-s/, Date //- S - `/i Job No.�- Test Location Ele'vw.�/ Dry Density oist/ °o % Relative Compaction Ref. Max Moist % LNo. 16 r �wfil,rcow �T - / `�C9 t.n �hC_ / 4- (/z , MAI l `TQi � '/pcf �l 5- 17 SL 3 9S /S FL /3 7, . 95' Zo SL /37,3 95 2/ F lyo, g� 2- z �L 1 2.G 98 23 se- INo,s 97 i 2 `/ i FL 139,1 6 z5" SG Comments aG yo, / 97 z-7 . 39.0 Field f b Super. or Agent 24 hour notice requested to schedule, Field Technician. Thank you for the opportunity to be of service. -..+ . ,^'Y"7GL. .�.Y + �.H �._ _.. . ._ . y1... "� .- •f y. ..- .. - �Jl. _..L.. , -, ' it . 1 - ' Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date //` ! Job No. S 22— 94-t5Z FIELD MEMO Project Name A "W'/ »--- Site Address�3�+ Job Phone Client: 'k GL Work Done C.. i°'r1YOGc Y•�y1 Qp /'� /�i�ii 6� $ /i/!ta � ��i �? c.. J✓A 'd �� Test Summary / Footings Inspected Test No. Location . Elev. Dry Density Voast/ �` % Relative Compaction Ref. Max pcf Moist % J6 L-,, FL. '/z " MM J'VO,4 `i 7 W S /7 t, I sc. 3f3,2- 9s" /5 E F4 13 U. 1 s' ty s4 13L919 96 2a 54 137,3 f 2f F4 1elo,y q7 Z z FL LY2,6 98 2_ SL I WD. 5 q 7 2 y FL J39,� ti Comments 4 22G I � /'V©. / el 2 E I SL J ti o e, 'rG z3 -U- 11 Field Tech' Z`� r., . Super. or Agent 24 hour notice requested to schedule. FieldJochnician. Thank you for the opportunity to be of service. N�U =�=� Engineering ° ��U������o�� ����U�o�o��U��� ~. ,~.. ..��...~~~~.~..�� O782Stanton Avo,Suite E.Buena Park, CA9O821 (582)864-4121 (714)523'0952 Fax (714)523'13O9 30'725Garand Ln,Suite G.Palm Desert, CA92211 (760)772'3803 Fax (7GO)772'3895 Dab»_��___--_� Job No. FIELD MEMO Project Name Client: Site Address ` Job Phone Work Done Test Summary /Footings Inspected Test Dry ,Moist,' % Relative Ref. Max Moist No. Location Elev. Density Compaction pcf % Comments � - Field'Tech. xr Super. or Agent 24hour notice requested 8mschedule Field Technician. Thank you for the opportunity hnbaofservice. Sladde'n Engineering. J 6782 Stanton Ave., Suite E, Buena Park, CA-90621 (562) 864-4121 . (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax .(760) 772-3895 Date /� S — ?I Job No. S22 -5�082 FIELD MEMO Project Name Rd sa_ s �G.A/X-P%:h!e Client: Va'f- Site Address Job Phone Work Done /� 1 f i. t - Also �v� 2 of- Test Summary / Footings Inspected Test No. '� Location Elev. Dry Density )Moist % Relative Compaction Ref. Max pcf 'Moist % SSL Y /HM 96 ys /37. 7 95 3 3 q, o 76 �57 L 137 5 �s 6 EL H/16 9 R R. T 96 FL t 3 `! SC.. 37, 3 S U SL t Comments FL 1373 Y1 95 IZ L S 3 SG 1 7, 2- 9 S' Fl- 0 9� IS' S / . Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 FIELD MEMO Project Name Site Address Job Phone Client: Date // .S — C� 7 Job No..S2Z -'�08Z Work Done , % " AY Al y � •�t�� � $ c..r,� �af Of- /z„ •, �� r' �a /� 'tc. r ��,1+ �� � � ^� Test Summary / Footings Inspected Test No. ��r ���A Location Elev. Dry Density `Myoist % Relative Compaction Ref. Max pcf Moist % Z SG l3i 7 25' 3 ef, © 76 S FL 137, <7 FL I 11, d 9, 7 L 13 u 7 K 9 q SL 32.3 9 S /� SL 13 Comments [ 137 3 I 9S Fz- 4 1 l 3 5/- 1372 9 s 41 JAL 13 el o s I s` Noz 9 Field Tech. Super. or Agent 24 hour notice requested to schedule Field,Technician:' ThanW yof u for the opportunity to be of service. Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 FIELD MEMO Project Name / � ,`$,- • 4Z f ". n-.r Site Address Job Phone Work Done PAI Test Summary / Footings Inspected Date 1/-S rJ Job No..'522 -905Z Client: 1 C f1.' -� ye Test No. �? r. �Location Elev. Dry Density 'Moist OX % Relative Compaction Ref. Max pcf Moist % '96 3 f"G f3,/, o .�-' /6 5 4 tyL21 I 1 c tt� t /37 <7 r/ 5 e;? r 5G / 32 a .7S 1 q.4 Comments // I FL ( t ij7,3 I 1 95 I a 'Cl- �.�; 9 5- {{ / .S1- t %37, Z `l 5 51- f `i/,. 91- / / n2 / 0,7 Field Tech.,' Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. i� • L.sY. A Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 7.72-3895 FIELD MEMO Project Name 58�4 ��( ��.ds�•• Client: Site Address}�• Str.�G✓.�� toy Job Phone Date 11-5 —4 Job No. 57-7--9o9Z %XSL. Work Done �'a.ljs tart K", ji9� ct' 5-/ 1., e— ac�a Test Summary / Footings Inspected Test No. Location Elev. Dry Density ois % Relative Compaction Ref. Max pcf Moist Pam,- 'ei v Y A/m lq3,419 t'fs 10.7 y7 /5- ) 1, 96 Field Ter . Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date Job No..S Z Z - 90$ Z. FIELD MEMO Project Name /��.�� .���3�. Client: Site Address �✓-'�•,�r��` Gti/.�'� -s+. J Job Phone Work Done. amp � /�✓ /%'�/j'� .a,. �s � .5 u � -710 0#7 �. J• Test Summary / Footings Inspected Test No. Location Elev. Dry Density Moist' � % Relative Compaction Ref. Max pcf Moist % 13 M.'(sm, 57,<r P"Gr 'terh 3 Y •/''f` 1 lq%41 i I I y3, 7 �7 /.5r �i ►� �, 96 Field Tech'' A Super. or Agent 24 hour notice requestedlo="schedule Field Tech r6an:';,Tha6k-;you. for the opportunity to be of service. Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 FIELD MEMO Project Name `-� . rR� j- Client: Site Address Job Phone Date % /- S 1 9 ? Job No. -5 2 2 -• `7e;9 7. � Sly. ,r�,�• �, �� Work Done �� M.�t+r�r•� --.«,f:!"/',/ ��J; p''�'`f'� a S Nr�d+� s.�� %.. Test Summary / Footings Inspected Test No. Location Elev. Dry Density 'Moist/ �o % Relative Compaction Ref. Max pcf Moist % `� �^ l+�fn.r, ?� Jfr.—!� ��v ►•.t Jy 31�1( ff%' �dj >��!/ -7 �1% �1 a ''"`�''� L • --**, (mod Field Tech-' Super. or Agent 'fit 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to .be of service. Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date //- Y-9V Job No. SZ Z— 108 Z FIELD MEMO Project Name �'�� 5e Client: -s Site Address'',�� Job Phone Work Done 15'. 11 M,41f) o„ f/i r- - Svv/Kfiou., p At ,.Sr 5164 �'�p� /��~-/�� � BU✓!ct/ �,� Sv✓%�i.✓R/'�! �o ftc/vn� !'Ja�+d�uf Teri` /!n� �+ /�-�So Pt/��-.w csI cv.••�1c.c�r`c.,. {�s�i �q o'er �c.s�Liti� Test Summary / Footings Inspected Test No. Location Elev. El Dry Density )/ oist� % Relative Compaction Ref. Max pcf Moist % Z i AlY, 3 9 s 3 st- 4a. 6 , 9 i /Yo. s s b-7 96 6 F�I yv. o S l Z I �� 96 6 FL y3. 9 SL- Jql, 7 C16 to 5 L 1 HH. 87OR Comments 1112's, /X U lZ L /4/,V,Or477 Field Tech: Super. or Agent 7 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 FIELD MEMO Project Name Site Address ° l r /1 Job Phone Work Done r' % f,/�. ii „�., G Test Summary / Footings Inspected Client: Date Job No. Test Dry Moist/1 % Relative Ref. Max Moist No. Location Elev. Density Compaction pcf % 5r � jv Field Tech n Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. *Sledden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date " Job No. FIELD MEMO Project Name d Client: Site Address '�'�� -��'" 'y/- d 1- Job Phone Work Done Test Summary / Footings Inspected Test Test Summary / Footings Inspected Test Location Elev. Dry Moist I % Relative Ref. Max Moist No. Density %, Compaction pcf % v i M l i` Comments n A'>7 . % r J7 s fir /r Field Tech, 'Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. Oct-19-99 17:34 P.01 �Stadden Engineering i82 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax.(7.14) 523 1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3093 . Fax (760) 172-3895 Date Job No. 4L-1-.— FIELD MEMO, Project Name._ —.: _— Clienl: Site Address -ki0- to �� J�►� �M yc�t" ,lob Phone _. Work Done Test Summary / Footings Inspected Test Dry Moist I % Relative Ref, Max Moist Elev. _ No. Location ev. - Density _ % Compaction pcf % _ 3 Comments •--- Field Tech. Super. or. Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to he of service. F 4 t Oct-19-99 17:34 P_02 *.Sladden Engineering 'ti6782 Stanton Ave„ Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523.0952 Fax (714) 523.1369 39-725 Garand ln,. Suite G, Palm Desert, CA 92211 (760) 772-3893 Fix (760) 772-3895 Date Job No.� FIELD MEMO Project Name Client: Client: - --- Site Address __....... _ _—.. — Job Phone —. _. .......... Work Done Test Summary / Footings Inspected Test Dry Moist % Relative Ref. Max Moist No. Locitiun r inv. Den ity % Cornpaction PCf % 3 Cu le Al / j aZ. 7 _.. _._._.. __..13Z, 5' 1_... - 977 Comments /�(� �"� t. o,\ Field Tech. Super, or Agent 24 hour notice requested to schedule Field Technician, Thank you for the opportunity to be of service. ti ram... a�r .vf• r'N 1 � �./ rr.-.• .._.n-`yam„ ��.w•. +.+ ♦ ,_ .. .. ..i.. � . e r � .- �. -. w,t .-. ... . '~ Sladden Engineering R' Y ►�� 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date t, Job No. f FIELD MEMO Project Name 4- Client: Site Address 1 I Job Phone Work Done „. —�- -y Test Summary / Footings Inspected Test No Location Elev. Dry Density Moist % % Relative Compaction Ref. Max , pcf Moist % Lw 00 �rc-4 a i e) 4 Comments U hA IZ \' L Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. JAN714-00 FRI 01:11 PM GRANITE CONSTRUCTION FAX NO. 7607758229 DATE: ' � t r _ FAX #l / 515 PHONE #: GRArM cons-Rumon oompmu S Southern California Region FACSIMILE TRANSMISSION COVER SHEET t TO: COMPANY: FROM: ��"'r (%gc NUMBER OF PAGES (INCL. COVER SHEET): COMMENTS: Go dp C From Facsimile Number (760) 775.8229. If you have any problems with this transmission, please contact sender at (760) 715-7500. 38000 Monroe Street 9 Indio, California 92203 0 (760) 775-7500 / FAX (760) 775-9229 JAN-14-00 FRI 01:12 PM GRANITE CONSTRUCTION FAX NO, 7607758229 P. 02 Sladden Engineering 6782 Stanton Avc., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523.1369 39.725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3695 . Date Job No. , . Z. - 2 (9 5' FIELD MEMO Project Name,, K5 r Client: Site Address _ - ....,...�._ Job Phone Work Done C p '/1 C.'i� "/ -L %� � i7jl4 S J- Z--...,,. Test Summary / Footings Inspected_ Test No Location Elev. Dry Densit y Moist I % Relative % 'Compaction fief, Max pci Moist _ .� _ Comments P el Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. FEB. 3.2000 .4:22PM N0.033 P.1 ' =� Planners v Mgfffoers • surm"rs 7%799 Old Avonuo 62 780J771.4013 La Quinta, CA 92263 FAX 771d073 MEMORANDUM Off 'DATE: February 3, 2000 TO: STEVE SPEER FROM: GEORGE PRIME JOB NO: 513-00 SUBJECT: MADISON/AIRPORT INTERSECTION EXISTING POWER POLE PROTECTION N ATTACHED IS A DRAWING INDICATING THE PROPOSED PROTECTION OF THE EXISTING POWER POLE THAT HAS NOT BEEN REMOVED BY IID, AND THE LOCATION OF THE PROPOSED STOP SIGN. THESE ARE TEMPORARY MEASURES UNTIL AIRPORT BLVD IS IMPROVED TO THE EAST AND/OR IID REMOVES THE POWER POLE. WE ASSUME THIS TEMPORARY MEASURES AS SHOWN ARE SATISFACTORY UNLESS WE ARE NOTIFIED OF ANY ALTERATIONS. YOUR FIELD REPRESENTIVE HAS DISCUSSED THIS WITH KSL PERSONEL. CC: KIM FINCHER; KSL R mos Mors® DoNch Schulli 13 I t Lb. J. ci 4 - uj—i t--e- c I f- 4% t4. oj -7. 11� ............ PROPOSED TYPE R-1 STOP SIGN tit ,.a'A' -YSaW h It ,--WW` 14*;. r: P-N t., Iq 4 0.7. it z pa.i 1:%-.7 14, A RT -`BLVDF PIN q o" 4-." At '1Z I n. ..t •Jill. W.- -0 .. 4 72-t f I .30 til li,ljl•t A -A j j, , 1 7 Avo is c o jv ai. ri m.e MOM , -0 D010CH I , WHULTZ 79-799 Old Avenue 52. i (760) 771-401.3 Lo Quintl CA 12253. FAX 771 "40773 EkWL I rridsi4qUinia0rndsconsuWing.net PLANNING 'ENGINEERING' SURVEYING I p A SCALE 1'=20' hF-rr+jWr.^we�F:,;�.::,j•�^ - ;,. � -�,� s». .'-'�. �.: �.„}3j�t�+';k`�!^'�jn' •r � ��.�: ,,:'':; � ...- :TI�,X�r. «,.riot"-ir`t J.�` ` 3yf, .. 13'w!t�;zn,: '�''�a�+�yK:3 '�c. '; 1 . `". ,i�-z.`,. ��:;�,,�; �x'.'�;'3'. :�'• ,rr+{'',;' +..E t� �, Sladden Engineering _ j6782 Stanton Ave., Suite E, Buena Park, CA 90621. (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 t 39-725 Garand Ln., Suite G, Palm Desert; CA 92211 (760) 772-3893 Fax (760) 772-3895 Date Job No. x FIELD MEMO Project Name d kw4716a6) ST 49r_ Client: Site Address Job Phone Work Done AC OA) ON Test Summary / Footings Inspected I Test No Location . Elev. Dry Density Moist; % % Relative Compaction Ref. Max pcf Moist % 1 Pr O Raj I 7 e. 1 to- y' S 4 Comments 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. '"�"s�r'-�•�+y�'Yti. � +j�.. ,(. � r,,,.,..-�-•K37'•,""•".$'....+r--"^-_„Fo-+,.yam' �• � v M"�fi•�.,.,,.h•�..--,^-rs•n`s'A•-Y�� �'-w"'�1f�y<�k+'^Vwn'"�-.^f.T'tn--•ry7�Jn.�'3vr+jrl•"!^JF..j,..,�k ,��r..•Fv- �.'NrY y,.:�r w.•...,r •-i1- ;�`•'�...N Sladden Engineering � 9 9 6782 Stanton Ave., Suite E, Buena Park, CA 90621 .4.(,562) 864-4121 (714) 523-0952 Fax (714) 523-1369 i :"39=725 Garand Ln., Suite G, Palm Desert, 6492211 (760) 772-3893 Fax (760) 772 3895 Date 12.2 Job No. FIE L "MEMO Project Name Lk - 4 OJO -.4 - Client: Site Address 44. <- +,' , } �- ��%ism•d Sjd �ir/igGl� } N": Job Phone, ti r Work Done "> % • '` `' U Test Summary / Footings Inspected Test No. } Location f ' ; . Elev." Dry Density Moist % % Relative Compaction Ref. Max pcf ' Moist % Comments /--�/% "7 �� �.ai.1 f/� • t�' . Q, �.' G��t l.. �i (�1 •il �--� / / ' ��h (�..�t�r{� r. .�((.'ti � },". � �, . y�f � (a.�.�. I Lai •C,'I�/ ��,�..�k',t•'f,��+ ( l"_ (�t ( %ilw�T iU'f�i/°� C'�L,� ILJ it A;11,oiAw. . ..lr. • 'fir �• rir � 0!� /✓`mot/`/ !�[P �'�'i'1 Field Tech. er. or Agent V 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. ; WAX' A;7 6782 Stanton,Ave., Suite E, Buena Park, CA 90621 (562) 864=4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm'Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date 7-q Job No. '.:FIELD' MEMO Project Name Client: Site Address. 4f. k;-4 Job Phone Work Done Test Summary / Footings Inspected Test Location Elev. Dry Moist % Relative Rdi: Max Moist No. Density % Compaction pef % Oft Comments Ir Field Tkh—' Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895�-- FIELD MEMO k Project Name �` L ` Site Address //I,�j t "f' Job Phone Work Done Client: Date 2 - 3 - 490 Job No. Test Summary / Footings Inspected t Test No. Location Elev. Dry Density Moist % Relative Compaction Ref. Max pcf Moist % /% Comments Field Tech/ Super. or Agent , 24 hour notice requested to schedule Field Technician: Thank you for the opportunity to be of service. PUNCHLIST CITY OF LA QUINTA DEPARTMENT OF PUBLIC WORKS PRELIIVIINARY PUNCH LIST Tract No. ,;29_5119- / Developer KSL Date General Notes: This punch list is preliminary only. All improvements subject to review and approval by City Engineer prior to final acceptance. Deficiencies may not be confined to those noted herein. 2. Be advised that construction continues in the immediate area. Future construction may result in damages to existing portland cement concrete and asphalt concrete improvements. 3. The City shall be provided with a set of "as built" reproducible drawings of all grading and improvements except water and sewer. Each sheet of the drawings shall have the .words "As - Built" or "As -Constructed" clearly marked on each sheet and be stamped and signed by the civil engineer certifying to the as -built conditions. 4. All monumentation shall be performed and certified by a Registered Land Surveyor. A letter certifying the monumentation has been performed shall be provided to the City. Although. not mandatory, centerline ties at all street intersections should be provided to the City. 5. The City shall be provided with letters from all applicable utility companies and public agencies, certifying that all underground improvements are in place, completed, and accepted. 6. All improvements shall be cleaned and access provided to all drainage improvements to verify condition, drainage, flow test, and functionality. 7. Provide soil stabilization/erosion control for all vacant pads. 8. The City shall be provided with grading and soils certifications. The final backfill compaction test report for all underground utility lines and laterals shall_ be submitted. 9. Refer to Addendum "A" for specific punch list items for 'on -site improvements K:\PWDEPT\STAFF\FULLER\INSPECTI\PUNCHLIS\blank punch notes.wpd 3 -�,7 _ 0�. 7 . CITY OF LA QUINTA PRELIMINARY PUNCH LIST - Tract No.9��9.,-/ Developer ESL Date 4 07-0O Page of ADDENDUM "A" 01 . ITEM DRAWING/ SHEET NO. STATION/LOCATION - DEFICIENCY COMMENT 9i��mR�3piE4K P'v -D -3-0 Ivey 6- &,r_d PLC-!QQ be6f( 6."/ t2� YaP a-F C"4,8 (i U4" o ar- 25+ 50 —r p *Notes: Refer to General Notes, dated Drawing refers to the plans titled by for additional requirements. TRANSMISSION VERIFICATION REPORT TIME: 04/10/2000 14:12.. NAME: CITY OF LA QUINTA FAX 7607777155' TEL 7607777155 DATE,TIME 04/10.14:09 FAX NO./NAME 97710673 DURATION 00:02:19 PAGE(S) 03 RESULT OK MODE STANDARD • L 1 ,.