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2890NOTE: 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 Subdivision Improvement Permit — Class II I DATE:Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Tr.,^ A1t1-nr — Track 2R670-1 Avo.nlda Ntinr trn. tyn 0 (Street address or Description of Location) PURPOSE OF CONSTRUCTION Col;rilety otreet iaprovo entc Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Sco Plano. SLE ATT'ACHZD CMDITIONO. DIMENSION OF INSTALLATION OR REMOVAL S03 9ZM• SY.1 "PROVED PLA1,4S . SIZE OF EXCAVATION, IF NEEDED Soo Dlant. APPROXIMATE TIME WHEN WORK WILL BEGIN 2J8/99 APPROXIMATE TIME OF COMPLETION 7/8/99 ESTIMATED CONSTRUCTION COST $ 55.720.50 (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. ,�l_ Signature of Applicant or Agent Trndi.rion C.I.ub A4:- anoc. 70--1.05 014 Aires. 32 La Ouinti. CA (760) %4-3355 Name of Applicant (please print) Business Address Telephone No. Ggwnite Construction 3C-000 111onroa 6t. lud: o, CA 775--7500 Name of Contractor and Job Foreman Business Address Telephone No. fI Contractor's License No. ^i_50 City Business License No. Sr. * Pt-111 CnM-n".nioul 0,W6309790 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 Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 1.671.67 Permit Fee 100.00 6Pe,altty Ao—built: Dap. 1.000.00 ,Ca"s15RDhposiVSuretyXond: .,tfzrRqujred Vjati chcectt TOTAL: $ 1.271.62 `�n �R ce ept�N'o': Received by Date �, t ",0 PERMIT VALIDATION PERMIT NO. 21a�,!Do DATE APPROVED EXPIRATION DATE DATE ISSUED By �✓��'t?;'yL !�`� Alt `! Administrative Authority Recorded by 11 Telephone: (619) 777-7075 FEB-01-1999 08:33 PALM DESERT OFFICE I P.01 r: ------------------------------------- --- NOTE: With proper validation this form constitutes an encroachment permit CITY OF LA CUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCR6ACHMENT) 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: lit l61" l ` (��y� M LOCATION OF CONSTRUCTION _PA t (SAael mdress or Descviptlon of PURPOSE OF CONSTRUCT DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED Subdivision Improvement Permit —Claw III 9,jn �em'ent Permit Class IV Sketch (stuchh conns-trrucctiioonn Plans if appropriate) fee 0 APPROXIMATE TIME WHEN WORK WILL BEGIN LT rj(�VUj—, APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST S llncluding removal of all obstruction, materials, and debris, bads {ling, eom- Paction and plStyng permanent resurfacing end/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: lndemnlry. defend and save the Gry, lrs auT/Iorked aeente, err.CerS, repTentatises and ryriPioyaeS, harmless fromd �magarryt any end all Penalties. liabilities or loaf resulting from claims or court action and arising out of any BCeidem, loss or damage to persmtr or property hNpaning Or Occurring as a prOxlmate Mull of any work undertaken under the permit iranted pursuant t0 this application. .Notify vie Adminiatrativa Authariev ar lam twnsy-rour 1241 noun in advance of the .ti. , when %,am W11 be Seated_ Comply w l h all 4pp110016 Citv Ordinences. the urns and conpldpnt of tna ps all La Quints and to pry for any a0ditionel rOplararnant SPOlimbI awe fe0Y1K1011f Of ma City of naoemry n this rrB.h of �s t� �w Bu ' ass q — M> <�TelePhona No, CN—M FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated conmuction ooats Private improvements: 3% of estimated construction costs Minor Improvement Permit —Class IV: See attached schedule LDS Inspection Fee $ 1 Plirmit , ,l o P li2� {� Receipt No. f' Received by Da e +i Accorded by I PERMIT VALIDATION PERMIT NO. i✓ DATE APPROVED-2— 1 EXPIRATION DATey DATE I"UED 8Y Administrative Authority Telephone: (619) 777-7075 PALM DESERT OFFICE' P.02 .09 ITF.NI #1 3" A.C. ON 4 172 BASE ITEM #2 • SAWCUT 19,140.0 SF @ $1.50 528,7T0.00. ITEM #3 . ,� PAVENT REMOVAL 1,300.0 LF @ 0.70 910.00 ITEM #4 EARTHWORK .3,630.0 SF @ ; 0.35 1,270 ITEM #>.. TYPE D CURB 1.0 LS • @ 5,060.00 S0.0.50 0 ITEM #6 CT-RB &GUTTER 1')150.0 LF @ t0.00 11,500.00 ITEM #7 DRIVE APPROACH 130.01F @ 20.00 . Z;600.00 ITEM #8 R & R.SIDEWALK 110.0 SF 5.00 550.00 'ITEM #9 ' RELOCATE PALMS 100.0 SF '@ 7.00 700:00 ITEM.#10 ' TREE REMOVAL a.0 EA @ 800.00 3.200.00 ITEM #11 RELOCATE MAILBOX 1.0 LS @ 1,000.00 1,000.00 ITEM #I2 ADNST WATER VALVE LO EA @ 80.00 80-00 1.0 EA @ 20©.00 s � TOTAI. BID S55,720.50 1 , Y d P X ENGINEERING, INSPECTIONS, SURVEYING, PERMIT FEES - SOIL TESTING UTILITY INSTALLATION; RELOCATION, REMOVAL,, ADIUSTMENTS OR ALTERATIONS - SURETY.BOND, STRIPING ANb SIGNAGE. ?• FINAL BILLING WILL BE BASED UPON MEASUREMENT OF ACTUAL WORK{ PERFORMED A PRICES HEREIN STATED. T UNIT 3" INCREASESIN NiATERIjk I. AND,I.ABOR COSTS BEYOND NNE 30 ON TO OWNER. , 1999; SHALL $E PASSED 4• TIi1~ ABOVE PRICES INCLUDE,ONE (1) MOVE TO COMPLETE THE WORK S BID MAYBE REVISED UPON RECEIPT' OF APPROVED PLAITS. 6. BID 1S BASED UPON Er�RTH`VOgK BAG HAULED THROUGH OPENING IN BLOCK WALL AND DISPOSED OF WITHIN S00' OF NEW ROAD BED. TOTAL P.02 The following General and Special Provisions are attached to and made a part of Permit No. 2E,9 t) " r . GENERAL PROVISIONS. The following shall always apply: . ENROACHMENT 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 excavation's. 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 ofthis 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 sh11 all be properly lighted and barricaded as deemed necessary by the City Engineer or La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and. concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City„of La Quinta shall be notified prior to commencement of this work.. Drainage structures and open drains shall be kept free of debris at all times for proper' drainage. RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces• shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and 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. "® UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right of way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing . substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. i (3 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 Specification's, Ordinance #461. ® PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of 1/4 inch to one foot (1'). ® 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 #2O7. 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. SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. 10 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the .manufacturer's specifications.. 11 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of / La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State of City of La Quinta projects. 12 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. 13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method i of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used'to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. LIMIT OF EXCAVA ONS. Excavatipns shall be limited to 1000 linear feet of open trench before backfill operations must begin. All excavations s 1 be roperly barricaded with ligbts overnight, on weekends and holidays for the protection of the traveling public. The Pub ' orks Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain o for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on a wo site. 5 BACKFILL MA : B fill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing an adequatel asolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or saturated material) whic s e ountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand gravel. *CL1_Lk \;7,n l 6 BACKFELL SAND: Backfill s I approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than three feet (3') and vibrated using t otamper or equivalent equipment. Alternate methods may be substituted, but in any case, Ya relative compaction o 95 per ent sh be attained with the structural section of the roadway. RBACkCFU.L PLACE Bac Il shall be applied in layers of not more than 50 percent of the total depth of the trench before flooding or a maxim m five-foot (5') lifts where trenches are of excessive depths.. Care is to be exercised that the backfill material is not subje d to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall be not le th 90 percent or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or floodi g is us d for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets all be of fficient length to reach the bottom of each layer and the water supply shall be continuous. AR13 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 Lam- 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. 61 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class base shall be placed no later than days after completion of temporary road repair. R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. R23 STREET 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. SPECIAL CONDITIONS__PERMIT NO. 2890 -- Tradition Club Associates --- In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. Tradition 'Club Associates, 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. Pursuant to Section 6.08.050 of the La Quints 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 I 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 lst 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 onlegal holidays and Sundays. Work performed within 500 feet'of a major and/or signalized intersection is restricted between the hours of 9 a.m. _ 3,p.m. Traffic control shall beset up after 9 a.m.' and removed before 3 p.m. The Perinittee 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. 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. Pursuant to Section 14.16.250 of the La Quinta'Municipal Code (Ordinance 10.§ 1 (part), 1982), advance warning signs andtraffic control shall be installed and maintained in'accordance with Cal Trans Standards or the Work Area Traffic Control Handbook I(WATCH Manual). "A traffic control plan, if required, shall be* prepared in accordance with the WATCH Manual and subnutted 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. ' Page I of 3 MV SPECIAL CONDITIONS --PERMIT NO.2890 -: Tradition Club Associates --- 8. Pursuant to Section 14.16.290 of the La Quirita Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall "not be permitted. A minimum of one, travel lane. of paved surface shall be maintained with flagmen at all times. 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at, 1-800-422- 4133_ It shall be the.Peimittee's responsibility to notifythe Public Works Department of anticipated excavation which impact City facilities; including but not limited totraffic 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, sign age'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), and as required by the Public Works Department. 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. J4. Access and egress to all local properties shall lie maintained at all times. 15, Pursuant to, Section 14.16.375.of the 'La' Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement shall be replaced as required by the Public Works Department. 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 stabilize any soil 'that was disturbed (shoulder areas, "etc.) as a result of work performed under this permit with an approved dust control treatment, and provide 'continuous dust control measures as indicated in the Fugitive Dust Control Plan, if applicable..;: Special Conditions - Permit No. 2890 . Page 2 of 3 -_.N.. ...-....•—�- .,.�..y"'-'�...-•r... _^s^"'e"'t.-r-r.T-t^.r, e.. z.sA'rtle,t. _,. y_....-_..._ -.. � -... ..,`__.___.tip x..r.-.♦ - - Sfad'den Engifieering v 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 tam Client: Site Address Job Phone Work Done _Test Summary / Footngs Inspected Date "q--T� Job No. (-%J'rbTC'JV- , Test No. a - �� E +;r Location ` Elev. -a Dry.` °' Density Moist % % Relative Compaction Ref. Max pcf Moist % �r A .. _. _. _..._v 71 _.. air t�'t' ,r'1' "Y• ry I I la Field Tec ". Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. SI-adden Engineering 0782Stanton Avo. SuhoE. Buena Park, CA9OS21 (562) 8644121 (714)523-0952 Fax (714)523 1369 39-725Garand Ln,Suite G.Palm Desert, CA92211 (760) 772'3893 Fox(7OO) 772'3805 Project Name Site Address Job Phone Work Done Test Summary / Footings Inspected FIELD MEMO Client: Date Job No. Test Location Dry Moist %Relative Ref. Max Moist N. 417/1 � F�� - � ' Suoer. Agent ' .�_� _ � ~ 24hour notice requested hoschedule Field Technician. Thank you for the opportunity bzbeofservice. *"Sladden. Engiple'ering..P 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 March 5, 1999 Project No. 522-6138 Tradition Club Associates c/o .Winchester Development Company . 41-865 Boardwalk, Suite 101 PalmDesert, California 92211 Attention: Mr. Mike Rowe Project: Tradition Nuestra Street .La Quinta, California Subject: Report of Base Gradation Test Results As requested, we have sampled the base material placed in the roadway, along Nuestra Street north of the Tradition project site m the City of La Quinta, , California.' The base material was supplied and placed by Granite Construction. One; 'sample of the base material were obtained on March 3. 1999 for gradation determination. Test results are summarized below: Sample #1•- Nuestra Street - 3/3/99 Sieve Size Percent,Pass-Specification*T 1-1/2" 100 100 -. '. 3/4" 96 90-100. 3/8' 65 5.0780 #4 50 35-55 #30 27 10-30 #200, 5 . ' 2-9 ;Y • 38-000 Monroe St. GRFinITE s_ LE ER OF TRANSMITTAL Indio, CA 92203 connsmu nan9�0�99 ° �.aM �Rn y - Fax:/ 8229 it To DATE 3 / 7 NO. ATTENTION: _ RE: SS.- A. D b E.N Fs�� o� Coin Pry efno/j I S i s o/" rSi 2E,ET St),6 Gfe4A F WE ARE SENDING YOU ❑ ATTACHED ❑ UND!R SEPARATE COVER VIA THE FOLLOWING ITEMS: ❑ SHOP DRAWINGS ❑PRINTS. ❑PLANS ❑. SAMPLES ❑ SPECIFICATIONS COPY OF LETTER ❑ CONTRACT ❑ SUBCONTRACT ❑ INVOICE(S) tAR ri 1999 ❑ SUBMITTALS ❑ PAYROLL DOCS ' ❑ CERTIFICATE(S) OF INSURANCE ❑ CHANGE ORDER NO. ❑ COPIES DATE.OR NO.. DESCRIPTION ' d. THESE ARE TRANSMITTED AS,CHECKED BELOW: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT, COPIES FOR APPROVAL. ❑ •FOR YOUR USE ❑ APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION AS REQUESTED _ ❑ RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS FOR REVIEW AND COMMENT ❑ ❑ _ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: Sladden Engineering 11 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 -3Y Job No. FIELD4MEMO Project. Name 1-11—A ' r IA -'Client: Site Address A Lk 10 Y lei' V V Job Phone VC. Work Done Jr Test. Summary Footings Inspected Test Location Elev. Dry Moist %, Relative Ref. Max Moist No. Density % .,C6mpaction pcf % `7 1 It. /3. Jf� IWAI -2, Comments 71 U• 24 hour notice requested.to' schedule Field Technician. Thank you for the opportunity to be of service. Mar=05-`199 05:09P P.03 GRAnffE 38-000 Monroe St. LLETAR OF TRANSMITTAL conSTRuman Indio, CA 92203 Tel: (760) 775-7500 DATE JOB NO. Rny W Fax: (760) 775-8229 ATTENTION: 1- RE: V TO: To WE ARE SENDING YOU�TTACHED ❑ SHOP DRAWINGS ❑ PRINTS ❑ COPY OF LETTER ❑.CONTRACT [:]'SUBMITTALS ❑ PAYROLL DOCS ❑ CHANGE ORDER NO. ❑ UNDER SEPARATE COVER VIA ❑ PLANS ❑ SAMPLES ❑,SUBCONTRACT ❑ INVOICE(S) ❑ CERTIFICATE(S) OF INSURANCE THE FOLLOWING ITEMS: ❑ SPECIFICATIONS �• i �• - -DESCRIPTION i / INW7 i `�' ��. • THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL FOR YOUR USE ❑ APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION ❑ AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS FOR REVIEW AND COMMENT ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: ,COPY TO: IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. SIGNED: -} rya.:.wn. '�"'i' '""Fi.�Y.ai.?" f ui•�' y rb y;.e�,F:a,:�J?103+'1�++t1:;^ry:.;,•-r,�--'.•-•.-`d:�'P-'�:'�G+.c��'�'�•,�,;;�,.t�f,�t1.�J"`.r�i+i:� Yh`�" "'' Sl'adden Engineering- 6782 StantortAAve', 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 Date c"�, `tR Job No. FIELD-MEMO Client: ��� Work Done mop - C W44�-(w Test Summary / Footings Inspected ow 5+ Test No. Location G Elev. Dry Density Moist • % % Relative Compactioncf Moist 99 4Ref.Max win �! h Comments ��!' hPfA ✓1 '� � �� S � v� C, � Gi// .l�re�L_,�: ,h�,f�i�CP.. � f �' �� % cf— i�'�,�.�/ Field Tec Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you.for the opportunity to be of service. „tee.':.\'r+..�,�,�s7.y"��►"�,�?�l'vyY�;���T►'L.;':�.(�'`'�'I�vr:'�!�..Tit7i',r�w'�^'matt—dii.'�i.(i"'�;✓?rM-J"^I'i�'TT.``'wa�'Z.'�oA+�iJ*,S.y;�,i"'L"^.s'�•%1..37+�*T'�i'j.,'�.�i,��n,� SIadden 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 jt��destn Site Address `°°✓�rc,c �~ Job Phone Work Done Test Summary / Footings fnspected Client:vy 1A Lk —' Test No. ..� �e Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf ~ Moist % A44=- �dts t3s' S6 ez e 24 hour notice requested ao`schedule;Field:Techniciah..Thank you for the opportunity to be of service. . •I � 1. •;- _ + .'1 .- , . Daily Inspection Report No. Ci 'of- La Quin ' Contractor' Supt: on Job-°-�y Sheet of ' Weather - . `tea.+-.�✓. Date a? -a • Temperature " `F Maz °F Min Proiect • Work Hours'Y 7to3�o r Memos -Issued N ' - .. ' � '' • ' ' v�.B�O .. Photos. • Special Conditions, Delays, Changes C t Accidents Damage Samplingjestingr # Visitors to Site Work Report -(Work done,'Personnel/Equipment working) ZAI • j • <1, o � Lll � nYfOz/•j� 'i _✓/ W i/� '1 � . n��`r //JJ -}. � ��Q � ' By -- 'Daily Inspection Report No. City Of LA3 Blum Contractor a Supt. on Job Sheet of 1 Weather - `2.uGLiiry .. Date Temperature 70 OF Max `OF Min ProiectN,/e, ' - Work Hours 72L to Memos Issued Photos Special Conditions, Delays, Changes 'Accidents Damage, Sampling, Testing Visitors to Site a , Work Report (Work done, Personnel/Equipment working) w - ��/�'NSA �46 ' .. it (, ^ i s • .. t .. Daily Inspection Report,No. i� r City of La 61uin Contractors` Supt.'on Job - Sheet of .WeatFier •`��,ti _ ' �• Date 3 —ter•—�7 Temperature' 76. °F Max °F Min .. ProiectG� try 1 Work Hours 7� to3 Memos Issued Photos Special Conditions, Delays, Changes #, ` `Accidents; Damage Sampling; Testing r , -iVisitors to Site L'Work. Report (Work. done;• PersonnWEquipment working) d �Z• % LGI Daily Inspection Report'No. City of La Quin" • ', Contractor i �° Supt. on Job Sheet of r Weather` { Date ' Temperature '" g °F Max rs ' r OF Min Project 4&,e irc —y Work Hours_ %°��* to ��/�' Memos Issued F Phoios Special Conditions, Delays, Changes` " Accidents,Damage ------ , ' Sampling, -Testing { Visitors to Site M • Work Report (Work done,-Personnel/Equipment working) • e%'LcQ-� .iLl1.�-6U�� ` ` t1-Q�'L.LG/ c�-� �,�-C-e' B-7t-' ti BY Daily Inspection Report•No. City of La Quin Y ` Contractors ,• Sheet L of [. ... `.Supt. on Job u " Date Weather— Temper-.2 ature �� °F Max S� OF Min Project d=a42Z�IlO —: ' Work Hours ��' to �� Memos Issued Photos Special Conditions, Delays,'Changes Accidents Damage Sampling, Testing Visitors to Site Work Report (Work done, Personnel/Eq`uipment working) , • � r���li(L,t�i�d�v—� (�-�.� �Qi-e-G-e— �E� % p .�G�Li q, � �c�•P�GQ.� •�L�-i^:•� + By Daily Inspection ReportNo. City of La Quin Contractor�e' Supt. on Job Sheet of • Weather 'Z�LPi✓rrL ' ' Date Temperature �� °F Max °F Min Project Work Hours to /� Memos IssuedT i Photos , r f Special Conditions, Delays, Changes Accidents Damage' Sampling, Testing Visitors to Site Work Report (Work done, Personnel/Equipment working)�� Gee-�k�c�c�01,o=r� .