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2869NOTE:_ With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA 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 III DATE: Dec. 21. 1998 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION C;ltrun Tmett 25797 (Street address or Description of Location) PURPOSE OF CONSTRUCTION Ciong ~rtte.z aubdivAlon �.tnprmrpmez+t:xt DESCRIPTION OF CONSTRUCTION cilrb. antt_o"r. And DAVing DIMENSION OF INSTALLATION OR REMOVAL Say+ n1Lrn.si. SIZE OF EXCAVATION, IF NEEDED San DlAvks.. APPROXIMATE TIME WHEN WORK WILL BEGIN 12/28/98 Sketch (attach construction plans if appropriate) . SEE ATTACHED CONDITIONS. SEE APPROV$D PLANS FOR TRACT 24690. APPROXIMATE TIME OF COMPLETION I /Q/QA ESTIMATED CONSTRUCTION COST $ R7 -777 (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 4 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. t r Notify the Administrative Authority 'at leasi 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. SignatuCre of Applicant or Agent PJT Nnmakn. T.T.0 P.O, Rnx A10 to (''A 07,2511 (760) 564-6555 Name of Applicant (please print) Business Address Telephone No. G.L. Gavler P.O. Box 403 Them -al. CA 92274 (760) 399-5306 Name of Contractor and Job Foreman - Business Address Telephone No. 524011 12.32 Contractor's License No. City Business License No. H+ammentead C PP128fife 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 $ 2.,483.31. Permit Fee 100.00 Penalty Cash Deposit -Surety Bond if required TOTAL: $ 2.583.31 Receipt No. Received by Date C . JAN 1 �- 1999 2869......r �, PERMIT VALIDATION' `'' ` 1„ • . . PERMIT NO. 2669 DATE APPROVED 12121,/98 EXPIRATION DATE 12/21/99 DATE ISSUED ' h / ql� By — Administrative Authority Recorded by 11 Telephone: (619) 777-7075 NOTE: With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA 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 DATE: f �9� Subdivision Improvement Permit — Class III Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION, G,/ 7x yj '�� '_ 7�fEC�1' 'ter-^�� 29 7417 (Street address or Description of Location) PU RPq)Sq OF CONSTRUCTION Sketch (attach construction plans if appropriate) DES RIPT ON OF 0 R CTI SCE czyjCh9"S• DIM ION OF 1 STALLATION OR REMOVAL ro VC1S SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ (Including removal of all obstruction, materials, and debris, badcfilling, com- paction and placing permanent resurfacing and/or. replacing improvements) In consideration of the granting of this permit,,the applicant hereby agrees to: Indemnity, -defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and Ott 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 O.uinta and to pay for any additional replacement necessary as the result of this work. Pipe LLC A ?-to. 13ck qua VT 41 n/I Telephone +-i Name of Contractor and Job Foreman Business Address Telephone No. 5 2 i cam-� Contractor's License No. CEity Business License No. 6b,14 �J1��10 ���vvv C P"01 a kt 6 Applicant's Insurance Company GEN. LIAISILITy IPolicy 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 $ _ �� D J • I Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. PERMIT VALIDATION PERMIT NO. DATE APPROVED EXPIRATION DATE li Z Imo( DATE ISSUED By Received by Date Recorded by Administrative Authority TELEPHONE: (619) 777-1075 r,RAC7,�S y . i NDI CATCS 5' CxCWSIVE I I NSC CASU4NT. - �— (N88'20'35'V 210A6') (N B6.13'16'V) (N 8806'30'V) EAST 1045.00' ar*PICAL) �� — (11Q26')� �t110.077 (EAST.. 385.00') `� (EAST 660.0(Y ' R• ,,^dd - Au x rwr I- 8 ] 3 kk Ie•xs. a t L L Ia• e I I �i rLw x • a .Lw I i p ' O = � 26 24 .a4N at rLAR 1 elAM.l x y " I rVw x euh a vl w x R.w " I PU x PUN I n.w to q4R I Rw 1 ah� 65 25 aw x rLw av AiR 1 1 >c n• .I a 23 22 2 20 1 n 18 e`o" e... x ~ 12 en 10 8 7 5 4 3 ? 1 I I J en.1131' • a `• I 'r{�'-'(i$17— a `Luul •'" . a 5 Y A Z A H A R V (PRNATE,STREET) . —a(AL I s ,ORONJ tl4 � �— N 89150'13' E 590,17' a v 27 ^ 28 9' QR 3 4'T'I t R32 ,3,. 34- tiAN R RA.a. / ,OS' I� —I -� t . n p �o• 5 36 'Lwt �.� ' sI �PRn'AT( R�0g3. I I n o•xA 7 38' 1`"R 1 aR a RfC7) O� 1'044 40 (.a jy Ira R 41 42 Al 00 Co. ('Il32 $ o tl'44 ,• R 46 s 48 w. i 9 't*a 52' \� I u SO �R PARK 3G euN IR c I I I � � • - , I r T I PLAN i - ' PLAN 2 PLAN 3 400 `CONCEPT UAL SITE `PLAN The following General and Special Provisions.are attached to and made a part•.of Permit No. GENERALPROVISIONS The following shall always apply: ENROACEMENNT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quints 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 resurfacedover their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plusappropriate. 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 sball`be.placed and maintained for the duration of the project. The City shall be notified.24 hours inadvance of.any traffic detours or delineations: .CARE OF DRAINAGE STRUCTURES: 1. 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 timesJor 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 ofearth 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 ,pe'rmittee (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: Rl NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. R2 UTHX1rY.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. UITLITY•CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work; site. The permittee shall notify all concerned utility,companies of the proposed work. R4 PAVEMENT WIDENING: Area between the proposed- concrete gutter line,and the existing road pavement shall be surfaced with inches of. A.C: paving placed on inches of class aggregate subbase course having an "R" value of not less than and in conformance. with City,of La Quinta "Road Improvement Standards and Specifications; Ordinance #461, PARKWAY GRADING: -Area between the property line' and top of the proposed concrete curb shall be graded to a slope of 1/4 inch to one foot.(1')... R6 GRADE -CHECKING. City of La Quinta"shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_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. R9 " SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. 1 SOIL STERILIZER: The area to be surfaced.shall be treated with soil sterilizer.. Rate of application shall commply with the I. manufacturer's specifications. Rll 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. 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. R13 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. 4 OF XCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must begin. excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the Crave in pu 'c. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excav tion sh remain open for a period exceeding five (5) days. No excavation shall be made unless the construction mat 'al is actually on the work site. 5 BAC MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of produ ' g an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or saturated terial) which is encountered` during excavation shall not be used for backfill, but shall be supplemented or replaces by an a prov sand or gravel. 6 BAC SAND: Backfill shall be approved tr it -mix sand or equivalent and shall be'placed in lifts of not greater than three f (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case a rel ve c paction of 95 percent shall be attained with the structural section of the roadway. BA LACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench befo flo ding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfi aterial is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compact shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction. Where on ' g 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 TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 �7 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. Rl 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. R2 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 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 bee completed, a temporary patch consisting of 1 inches (2") of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch Wit, da&s.�base shall be placed no later than days after compl lion 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 travelin. 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 shal comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. SPECIAL" CONDITIONS --PERMIT NO. 2869 ' --= RJT Homes --- - '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... - • RJT Homes, hereinafter referred to as "Permittee", shall be responsible for providing continuous . dust and erosion control.` 3.. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required.._ , 4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout • the work' site, .the Permittee "shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile, of human occupancy shall be performed only during the following time periods: October 1st to April, 30:. Monday -Friday- 7:00 a.m. to 5:30.p.m. Saturday ,8:00 a.m. to 5:00 p:m. May Ist to September 30: Monday. -Friday 6:00 a.m to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. 5.. Work performed within 500 feet of a 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 ' 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 Quints Municipal Code (Ordinance 10 § 1 (part), 1982), . Permittee shall assume responsibility for'repair'of any pavement damage to,any.public or private street and for any damage to other City+streets.or facilities'as a result of work performed under this permit. 7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 ,§ .1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal } Trans Standards or the Work Area: Traffic Control Handbook. (WATCH Manual). A traffic control plan,'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..2869 iPage 1 of 3 I; SPECIAL CONDITIONS --PERMIT NO. 2869 --- RJT Homes -=- 8. 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 impa& 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), 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_Erigmeer 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-. T6.375 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 urider.this permit with an approved dust control'treatment. Special Conditions - Permit No. 2869 Page 2 of 3 t- :- vv..Y.1yr � VZLL" -1 -CL11-11 Y Yi.�iYi File No .. Insp No.. S f } Progress Final 'i TRACT INSPECTION.REPORT t Date " 1 7_19�� Domestic Water ndl-or Sanitation ystam-for'Tract No:/Project 7 S ' Date of inspection 2 - lg ?. p' Drawing' No. gip' Type. of inspection ': Hetersf Activated ✓ :Final. .-,Other Tested?. Yes ✓ No _ Approved? -Yes No (If'no, see remarks below. )•\ Disinfected? Yes. ✓ No Approved? _ Yes ,✓No (If no, see remarks { below.) Project has., security gates? Yes; No Number Manned-71 ✓Card Project has district well. site? Yes /ON Number of well sites s Block wall complete 'around district well site? Yes- ✓ .No As -built completed7' Yes No (If no. see remarks below.) , r Abandonment -,required by,Operations7 Yes _ No Corrections or additions to.. be made? Yes _Voo' No (If yes. see CVWD-131. ttached.) Remarks: { Inspected -by: Approved by: } G, Constructio nsp,ector Senior Inspecto Distribution: +` Original.- File r Copy - Technical4Se , .. "-.r, 4 rvices, ., arm roMJr+4• Il/t +v ew:i.y mrIrca WP*AZ ls«m kqj fo n�gtliO prC�ius+re prr y��rirr�o•m Pin fb aaumryp apw roj 9)Ji 4s ti,etMylxu ;401 ,'Wwh:'ieyprqutsL►!gT I0fit4!rWcd�al ry nT s�urJua� �yt (iJ+rd°1'u J'" !pI �+w«O'K1 d1'!'1!lnvdw i:Twvrttddd rv" r �tt�p aMf �rtiljpan�s�al �11f!" m!ITi+Q iqr (q pr?�ivrra pwo prrdrraao �fto iA y7JTp11 tes)rfc a!1/0 tuaplod.arey? flue uryt,0�. 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Vpjmloyse v n Y 7SV .1M TnsQ / To�,aQlQl 1�Mod Yd51'O3•I Sdi'Wl '�isrQ f TOT»CtTr� dab 'C1ft18it1�1rI 1133tTO8 . , • • ' ' 'oses•nac (n96) at (ae�ag) �oiev�,,00 j • 1o�luoj�aprO>Qht�ayr:?r'lunia�nsa�d�3ai�np:rKaca>tuo•Wc��fwgeuopeauo���fot �. , 3-0 10 shot •os(osv ,w•,vvo eab-n,. palaauoa rraaq a.uq ta;a(Talryvap aaTp uo�l»esuiaT a a1ap�T{ae a} aO ,ta �oluarb 0,44 npi g a :alacaialap 11MA0110j Iql 03a�A lr10L1 �'ddS�u Q3S5YdrORT I1t'R�. • , t ' Pad 1� 00�1>:IRttel 7oFpuaa p1maddy son mWE j NoualdShu CIASMI 7AIVH ii aa•V'- lium rado airy Aelmwq Ong - 1awge pauopua(a 12,11111311; peagj3.%u/r:lno,4,rapun liy:SX.04�ftajmw Ways I=t SOf - • srl+)tr ,, av4empa� yr���'Otd dS7 �- J 'Ott QZiO �iQM ., . + paq-.Wlty kdoJ qOr for ' -/ Q �i • Y , :.� �6r 1..1 �` ; Iv�dasoa j. 1aaTy �f S�u0yd _'io 7 , f :91OUad MIROX • �t .Ilq'alsan6ar ^,la?!MTY rNl,dijlwr� I�p.l»dw1 '�'� pwruuj.e,i mM �T1u�� _ • ''�..� ,.. �.y. r�►...-.....r_-r�•r-r/__...+I:..�-•iirr-,a•"w.r •N n.w•.��t,..«r•�.rM.A�,'�� 5mMW 'd ,jv -1la.L nnl QyprIIHAolumada.-Vinumll du lIIudin SULLJ]l M , tli01 M Mid +w iNiti SM., kuw iovwgd. CM6 v! `sj.njnb rt ft§nyr zaer •&J. iC beoaAV Ada•te ` �y ` } 4` n ' w• •., a .t i3i '(►� 1.W .. J%1 �'//^//y��+�•�a��Q �t�+K1as 'r �'. __ _ • " ' sn . •. 4: .r 1•"� - ~ •'Ln.l9 �.1.9Y 1YA^AT1 i.li�.\'i �` . 01/12i59 04:39, GTE PS'ci,,CESS DESIGN = 7605646505: N0.081 P002!002 GTE Network Services. � 295 Noah Sunrise Way I. `• Pali Springs, CA 92262.52M January .12. 1996 Mr. Marcus butler City of La Quints ... P.O. Bau 15g4 ; 78=465, Callen Tamptc . La Quints', CA 82253 Cear.Mr. Fulier. Subject: TORONJA & AZAWAIt WO MANGO Per your mquest, GTE; Callfomla has placed distril budon facilities for the Citrus Tract 29797 in the city of Le Quinte, it was placed underground and Was swept" by GTE Califomle.• 'if there Is any add{tionoE Information; required, please contact me. Thank you. - "_ . Manuel G. montes DOWgner — Access Doaf gn 76018614-:1715 C: RJT Homes,, l.t_C. ' A part of GTE Corporation » SPECIMEN NWNBER x A BR-: C EXUDATION PRESSURE 'S 7°3' 442 t 1 9 i- CISTANCE VALUE 6 6 ` . 0 66 _- 00 EXPANSION. DIAL O.G�001" EYPAk31 0.0 11 .9 �`' G 1213.6 0.`�%'MOISTURE ATTEST pad-ncNSITv ATTEST . ' ' 113,6 i 1-3.4 ' 1 1 2.6 ;Earth Systems t Consultants ® DATE JOB 71__ NO. 9174r.5 - rl "Sduthewst 9-81 i 6-codn'tq' Club 6 Drive PROJE T '(760YNt 688 %:LOCATION BermudaDUn6i, C*0220f A Client Name CONTRACTOR OWNER .WEATHER TEMP Oat Oat AM PM Client Address 7 PRgSENT AT SITE 4A L o' CllentPhone 4j 1,?� FIELD TESTING REFERENCE CURVE MOISTURE DRY MAXIMUM MAXIMUM OPTIMUM TEST ELEVATION NUMBER NUMBER 'CONTENT DENSITY. DRY DRY MOISTURE fbs/cu.'ft.. DENSITY, DENSITY CONTENT % lbs/cu. ft. % U 7 Z L�7J i0, 6 10),3 .. /03 w .11, wt .12,2 q w 12,1 l0q, L) 40 9 d3, '34 V 0 wl REMARKS:. CLIENT RE R ENTATIVE SIGNATURE :TECHNICIANS SIGNATURE BO FS-001 (10/98) N2 3.6.3; Earth Systems;Consultants` ; . -South*diA. ' 79-81`16 Country•Club Drive > Bermuda Dunes,. CA 92201 • (760) 345-1588 - DATE: `' JOB NO. P,RWEC r'T", l.' /✓.g. LOCATION nr CONTRACTOR } OWNER FATHER TEMP. oat AM oat . PM PRESENT AST SITE t..'. r. i. TEST U✓ ELEVATION FIELDTESTING REFERENCE CURVE MOISTURE ' . DRY MAXIMUM MAXIMUM OPTIMUM ` NUMBER NUMBER CONTENT DENSITY . DRY DRY MOISTURE % % . , Ibslcu. ft. DENSITY DENSITY CONTENT "7 f,. 13 E L D R•EPORT . CLIENTCFWPRESENTATIVE SIGNATURE TECHNICIANS SIGNATURE: �i' ;•BD-FS-001 (10/98)' f�,� •• og@ , � - �'. "-. x : :+, .t;?r.. :ttx.�, �f �'r': M,•rhP ��:t ' f, 1 �•�w .0362 , et�;�rntrp�;+. VAI 1 r. DATE JOB NO. gi' 6965-TI P/R►OJE T.. ^i�.y ' �f � f— / •c. T LOCATION"' .. :,,/. ....., ... ,. CONTRACTOR.' OWNER WEATHER TEMP oat AM Oat PM PRESENT AT SITE Ri�� ,;�.�'�`�" dx;:fk.�Yea�u'�^"'���w � w' � �'•°ahti�i'i�'�t+�' , �'' 'Earth Systems. Consultants..' Southwest 79-811 B Country Club Drive Bermuda Dunes, CA 92201 • (760) 345-1588 Client Name Client Address Client Phone I , DATE JOB NO. PROJECT. k LOCATION /L CONTRACTOR OWNER WEATHER TEMP Oat AM oat PM 'PRESENT AT SITE TEST NUMBER �' d✓ LOTS NUMBER •- ELEVATION FIELD TESTING REFERENCE CURVE -MOISTURE CONTENT % DRY DENSITY Ibs/cu. It. MAXIMUM DRY DENSITY MAXIMUM DRY DENSITY OPTIMUM MOISTURE CONTENT 1 lJ Imo,;? / 12 t5 r..) t k) a� r :fir r• "/ . /" Vi . % V . Vi I V ' Ze REMARKS:. �""Y--�F`r"r'eyiR7'vrp'�'s,V,"�'s�w - �graiRh�itY=�-�7^f!'^•54r?:e'��t�'!.maq;term•ZYe!�C�=.W'•+tici,2�s+a'�3�=.�•"sK�?`•zr�'c'v+sgi^%'. Earth Systems Consultants Southwest 79-61,1 B Country Club Drive Bermuda Dunes, CA 92201 • (760) 345-1588 Client Name Client Address Client Phone DATE JOB NO. PROJECT LOCATION CONTRACTOR OWNER WEATHER TEMP Oat AM oat PM PRESENT AT SITE /�� TEST NUMBER C�1. LOT NUMBER ELEVATION FIELD TESTING REFERENCE CURVE MOISTURE CONTENT % DRY DENSITY Ibs/cu. ft. 'MAXIMUM DRY DENSITY % MAXIMUM DRY DENSITY Ibs/cu. ft. OPTIMUM MOISTURE CONTENT % 1"�r0a. j /0r i .� al j (v REMARKS: Ail —4,�rJet, ,414-00110 CLIENT REPRESENTATIVE SIGNATURE BD-FS-001(10/98) f FIELD REPORT TECHNICIANS SIGNATURE NO 0569 Earth. Systems 'Consultants . S6uihwest 7941 ' 1 B Country Club Drive Bermuda Dunes, CA 92201 345-1588 Client Name Client Address' Client PhnnP DATE JOB NO. PAOJEQT LOCATION CO TRACTOR' OWNER WEATHER TEMP Pat AM Oat PM PRESENT AT SITE FIELD TESTING REFERENCE CURVE MOISTURE DRY MAXIMUM MAXIMUM OPTIMUM TEST COT, ELEVATION NUMBER NUMBER CONTENT % DENSITY lbs/ c u. ft. DRY DENSITY' DRY DENSITY MOISTURE CONTENT % lbs/cu. ft. % J. Tcrc.. 174 A,4- 10, FIELD E -ORT CLIENT REPRESENTATIVE SIGNATURE TECHNICIANS SIGNATURE BD-FS-001 (10/98) NO 0568 1 t, Earth Systems Consultants: Southwest 79-811B Country Club Drive . Bermuda Dunes, CA.92201 • (760) 345-1588 Client Name Client Address Client Phone DATE JOB NO. PROJECT � LOCATION CONTRACTOR OWNER .VEATHLR TEMP Oat AM Oat PM PRESENT AT SIT ti J • 1 r TEST NUMBER 'SF I rld ,L•©T'� • NUMBER ELEVATION FIELD TESTING REFERENCE CURVE .MOISTURE CONTENT % DRY DENSITY Ibs/cu. ft. MAXIMUM DRY DENSITY % MAXIMUM DRY .DENSITY Ibs/cu. ft. OPTIMUM MOISTURE CONTENT % /,7,6 zeZ.- / �.la �/ /Z;� Iv�1 f r/ . ✓i 7 Z., ��/a /U, �v�r I . r / iu 7 Ll 7 REMARKS: /mot 4.1 iv a 0. CLIENT REPRESENTATIVE SIGNATURE . BD-FS-001 (10198) FIELD REPORT TECHNICIANS SIGNATURE N E 0570 4 Jari-21""=99 .09:17A P.03 - 190� Earth Systems. Consultants.!,.: Southwest 79 811B Country Club Drive - - _ Bermuda Dunes, CA 92201 (760)`.345=1588 %' 800 924-7015 [�4(.7AA c ct n! .�.�. ,. ._:__:.i. i. ^ _•�rf ir'>i t�. l_�%,ii i �ei: i r ...•rs_ .,f -�l i.i r3 it ,. .. s . .•_ all _ _ .. :•._ :. - '_ ` - .. ... .•. T::. T,. ♦ts�< r'3 -.A• 0 ^ice f •i w -�+ t JAW2.. 19 9 PUBLIC WORKS January 13, 1999 99-01-719 R.J.T. Homes, LLC P. O. Box 8.10 La Quinta, California}92253- Attention: M Chad Meyer Subject R-Value Testing Project: Tract 28797 — Citrus Course Proposed Single Family Residential Development -Mango, Toronjia, and Azahar Streets La Quinta, California As requested by the City of La Quinta, this letter has been prepared for your use with regards to the results of R-Value testing performed on a representative of soil from the subject site. The sample, as indicated on the attached test sheet, was returned to the laboratory and tested for...�R.N..aluejn::e. general accordance with California Test Method 301. The testing resulted in an R-Value: -of .62:..: The paving sections provided on the project plans are based on an R-Value of 50. Therefore;=these' : values should be acceptable for the proposed improvements. :.' ' - If you have any."questions:regarding this letter, please do not hesitate to contact this office. R6spectfully Submitted, - EARTH SYSTE SULTANTS Southwest OkOFES%�( yQt`UPpJG S, 111 rirr cs CE 36234 m Craig S. Hil EEXP 3/3vo1 Letter/pc y� CV"- �3 OF CA1.\t�P Distribution: 2/R.. es, LLC 2/City of La Quinta l/VTA File 1/BD File t JOB NAME: SAMPLE I. D.: R-1 SOIL DESCRIPTION: Moderate Olive Lrown, Silty'Fine Sand (SM) • • 1.1WUMWWWWUdgUndulnutltlnn11111111/U1I11tld1 WUtuW111nInIW10nWIn1uul11WIIul i11Wl,Wtln11W tWituWulniunuuHutlmuRn • dldwWulu1u1d11udl1idluuw111111m111u1ltulumn WtnnwutuinnwuuntWuuitiniiitw uwiuttiNiuinnitinnutwiuduunitlti tluunlutuWunnuun tlt11uminiunn tinullullunnn iiin1l11 • nUU111111W11numinmulminuituu1nn1111111111r111111111 nminm-!P•s•uui/uluunituitnitnillulnlild InlltdtllnlRUlUd/lgnNt:�w�uu, W ��!'�!�wlllntd tuninttttuttununututlituinnuuutn Iwtlwulluumulltllluwltuuillini llttliut1l11lllltil wituttluinnin nllnluunllndumnun • • Iul11WIWUnuUuullilWlllIIIIIIutW1111u11Wt1UtwlUi uliniwtutlliliwitinliWinlnilliwulli lunlnnunniniu11WWWiuW alumiltuiultu idn • nunuilllnuu imnmdnitlltlwlWulwuWInnuiLmmunillinu MnMWdninuuudlll IMIIlutitilillilinnn nnuuutwwwuunum nm uuwtinj mmmiumalsommilmlEmninniunnnuiimllllinnIllid ndluulutuuiluumulWwwtiwwiu! • IIIlludmiLmmi ilwluwluUllll nnldndulttlimnun11i1.1•iniinuUW • N�l•Jit�A ���/�� t�tllltt�W!•�aW du�il� wlvtti��� t�■�>s�nlus�tlw�wdm���� mt■it�r�r�als� � 1lrl�totNr SPECIMEN NUMBER . A 6 C EXUDATION PRESSURE 573 442 191 77 RESISTANCE VALUE, 6 6 64 60 EXPANSION DIAL 0.0001" 0 0 0 EXPANSION PRESSURE (PSF7 0.0 0.0 0.0 % MOISTURE AT TEST 1 1 .9 12..8 13.6 DRY DENSITY AT TESTJ 113.6 113.4 1 12.6 R-VALUE ® 300 PSI EXUDATION 62 R-VALUE m EQUILIBRIUM 100 {' arth Systems`` Consultants k.- � cif ,.• y * + Earth Systems Consultants Southwest 79-811B Country Club Drive JD ermu& Dunes, CA 92201 RECEIV(800) 345-1588 (800)924-7015 FAX (760) 345-7315 JAN 2 0 B�UB�OC W January 13, 1999 File No. SS-6965-PI 99-01-719 R.J.T. Homes, LLC ; P. 0. Box 810 -La Quinta, California 92253 Attention;. Mr. Chad Meyer Subject R-Value Testing J Project: Tract 28797 Citrus Course Proposed Single Family'Residential Development Mango, Toronjia, and Azahar Streets La Quinta, California As requested by the City of La Quinta, this letter has been prepared for your use with regards to the results of R-Value testing performed on a representative of soil from- the subject site. The. sample, as indicated on the attached test sheet, was returned to the laboratory' and tested for R-Value in general accordancewith California Test Method 301. The testing resulted in an R-Value of 62. The paving sections provided on the project plans are based on an R-Value of 50. Therefore, these values should be acceptable for the proposed improvements. If you have any questions regarding. this letter, please do nothesitate to contact this office. Respectfully Submitted; EARTH SYSTE SULTESNTS , : Southwest OQPOFESsip \G S. P ti / 0Fyp CE 38234 m Craig S: Hil Ew xnoi Letter/pc,9 CIVII- OF Distribution: 2/R. es, LLC 2/City of La Quinta 1/VTA File 1/BD File 4 Is 0 r 1 1 IIIWUMIIUIIWI/IUNgI/nUU1nUUU1/UI UII/IIIIIIIIIUUI WU/UW IIIUInUUlItIiWInItl WUlu1/U1 fIW WtW11UlW IUIIIUUIn1111U11nIn11q11U111U1111000111/U W UUIIUItU • QIuw1UY1U1ulUIIWIIUIIlU1U111/1/IIU111/UII/Ueuw tl1111UW W NInnW UtlniW WUnUl111W It/11111t11U1WIn Wulu/tiNiutnwtinutlinnunnunimi ttu/nlWUtnuu iiiiiiumnuiiuut�nwqutuipumuntiul tl/IUutInin111U In111000111/UgIJUllnnntuwtuu.:... / IWu1U1tI1u1n1UU innumlunuuulnnll/i/UII/N/Ullitt ttlWltluimiunmWwuumiluU1111ni tii111tt11W WIW tuninitttutninununmtwt/muuuin iniinttluttinin Intntuuuunutltnlwtilnlutuuuunlu iut/wwWuun • ' Itiltllmuluunuuuunmii"WllunWnlultwllUIMInt U11WWIII/Itttiwutnumiumutiumiiiiinni aiwiu/in iinmimummiumailtittllnlntUumoiUtn inumuuitium • UUUWUItlumnntWUWltnnl11u1Wllnuut111111111/tn niunnittitiunnnuunnllWtuuuUUwinumm 11UlU1 IwnlUlltutumninnufminuflunUIW uWU11111I111W1 Iu1 iInn mm unnunimnM11 ii1HU1u1iuut>w / :11 11 11 Io 11 11 11 11 11 1 • • 1 1 / o 1 11 / 1 •1 1 11 �t1WlUWllt���t=W��O/�! WiWttl srV�aW WvsW �s�W� �t�t>•!vW �■t��a■�it�i/at/din����iuir�� �slls!•� Wtl•WWs �W A��1��1111 WltitWlW JOB NAME: SAMPLE 1. D.: R-1 SOIL DESCRIPTION: Moderate Olive Brown, Silty Fine Sand (SM) SPECIMEN NUMBER A B C EXUDATION PRESSURE .573 442 191 RESISTANCE VALUE 66 64 60 EXPANSION DIAL 0.0001" 0 0 0 EXPANSION PRESSURE (PSF) 0.0 •'0.0 0.0 % MOISTURE AT TEST 11.9 1 2.8 13.6 DRY DENSITY AT TESTI 1 13.6, 113.4 112.6 R-VALUE ® 300 PSI EXUDATION .62 R-VALUE m EQUILIBRIUM 100 _ artW Systems Consultants 54 yr�� yr�� � •. � ,� i � � t .� f ` f a t � � � � ` -. :� � 1, . ._ .. t .� , � � _ . _. � � � _ '� � � + � -i t -� -.- I 1 l� t �� `a } II ' ' ��� Y r c �. l .. ..! �.. Jan 19.9.9 r0924a"- Earth�System's Consul'tants .760-345.-7315 { -Earth .Systems_ Consultants f a 4 �/ $OUfhWeSt V 79411BCotintrvC16Dr,'veO' Bermuda Dunes, CA 92201 '• r * (760) 345-1588 r + 1 (800)924-7015 _ T i�. .." "• ` FAX (760) 345-7315 ` .. FAX TR S Vi TTAL ' SHEET -NAME: FAX NUMBER` w. 7 7.7 7`�71� FROM: DATE: `��l9�49 l'IME: Number of page`s including transmittal,sheet: .� ' If'you"do not receive all ,the pages, please 'Contact. this office as -soon as possible at the above-'p hone number. _ a i. .• ' Comments: - •.. �,• •,• •'� '' .: - . ° •• "� . .. � ". , . . �f'� ! /7iso i•QY��� • C�t1. ✓�J� - 1 iP�..f B•I'l.:. �,YG !�>%. Lp—�_ [3►,VC�- • QVc�i S'71LL/ * _ oS��" � if, Da.ZSoNA �{•t �� •• ` BD=BF-3W! 10198 _ Jan fig 99 09 24a Earth. Systems_Consultants 76,0 345-7315 p.Z Earth` _Systems Consultant SOldtflWBS't' 74-81LB County Club Drive Bermuda Dunes, CA 92201 (760) 345-1588 " (800)924-7015 FAX (760) 3454315 January 18, 1999 . '"File No. ST-6965-P 1 99-01-726 RJT Homes Post Office Box,810 La Quinta,'Califomia 92253 .Attention: Mr. Chad Mever` subject: Laboratory. Test Results . " - Crushed Aggregate Base- - Project: ;.. Citrus Course.`, . La Quinta, California This s the results of a .laboratory test. performed on -three report present samples of crushed aggregate base.; The samples were obtained by our personnel from the above mentioned project ; site on January 14, �1999: Per your request the following test was'perform-,d; 1) Sieve Analysis (ASTM C117/C.136) The laboratory test" results are attached. We trust this meets - your current needs. If you have any questions or need furtherassistance please contact us. `Respectfully Submitted, . EARTH Si'STEMS -CONSULTANTS jkOFESS/O Southwest Q ; G S. . y� wig . CE 38Z r�n Mark Houghton Craig' S. 1 EXPt 3/3t/Ot -Materials and Testing Supervisor CE 3823 Distribution: 2/RJT Homes ti .- 1/Janies.E Sirnon Company " BD File' l/VT:A File . .. i _•- _ __ ;---r -----, - --- - .-,-- --- Y-•----- _ - -•_-- , MATERIALS SIEVE ANALYSIS WORKSHEET , ASTMC-)36 - JOB NUMBER: - ST t;9co s t r: ! { ~. DATE: ., PROJECT NAME:' C �=T .��..�15 `' COvi S� t TECH:' _ • .' •'CLIENT: . ' - ; •k. . ; , . �. r, cix- '' SL'PPLILR:. ►„•,r;ti " SPjMPLE I.D. i SAMPLE LOCATION: -!Z-- 2 'SDII . pF - Ni�•��c� S ORIGINAL DRY'WT, DRY WT A'Il1�'US #4, g: 5'Q01� DRY WTAFTER WASH; , ; • tip. '; r - - 'CGNIULATIVE. CLTMULAT'IVE� �• PROJECT _ SIEVE SIZE „r WTRETAINED - % RETAINED; %PASSING SPECS - 2" 3/811 53� _ Q41. s8,9 s`s ... F u . #16 x ,� %y tt30 '450 ,. #200 - "- PAN, - ' �' •,•.'' r .. .'A.' .. .t- k• - , •` r BD-L4I0' ' REVISED 10/23I98 JAnl 19 9.9 09:25a Earth' S!stems Consultants • 760x 345-7315 �� p. 6 MATERMLS SIEVE ANALYSIS WORKSHEETa ASTM . C.136 JOB NUMBER: ST (_n9COS = i� I: ' • DATE: , . PROJECT \TAME: Ck-r 7,,.AS TECH: .4 CLIENT: i. r SAMPLE I.D.-;' SAMID LOCATION: T02v�Tq. ORIGIN DRY WT, g: 33f.� DRY W,T NDINUS T4, g: DRY WT AFTER WASH, � x CUiUiULATIVE CUMULATIVE x PROJECT SIEVE SIZE ; WT RETAINED T ` ,% RETAINED: %PASSINGSPECS , ,. 1/2" • � • 3 • � � '3/8" .. ,Ito 44 #30 r. .. 450E `#100 PAN ' . REVISED 10/23/98 , Jan 19 99„09:26a Earth Systems Consultants 760 345-7315 p.7 MATERIALS, SIEVE ANALYSIS W®RKSHEET ASTM C-136 JOB NUMBER: ST (_09LOS 77,f�l '! DATE: PROJECT"NAIVME: Ck-t :2- os C�u`�- TECH: CLIENT: r P AIL L:. - - -1 • • SA.'�SPLE.Lp.; � �� - SAMPLE LOCATION:-n4o,;1 �'i/�,.� 1 �j 7lc%� 2 E,�r�L �u�- ,�c sA ORICINTAL-DRY WT, n59� . DRY �N'T M11ZJS #4, DRY Vv'T AFTER WASH, s: CUIMliLATIVE " CUMULATIVE " PROJECT, SrEVE SIZE -. WT RETAINED ' " %RETAINED % PASSING SPECS, 3' ." 3/4" ,.T� �" B Ho 010 10 C) #16 #30 #50 #100 PAN BD-L-110 REVISED Iol23/98 •