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4091
� �' • � •NOTE: .. � ��• • `• _, .. , , With proper valldatibn 2 O "'this form constitutes an' � R ` ' CITY- OF LA `QUINTA ! encroachmentpermit• . ... , '. APPLICATION FO R'i PERMIT �.= �• •' • ' . �� PUBLIC WORKS'CONSTRUCTION (ENCROACHMENT) ' OF TRg� For the, construction • of public or. private curbs drivewa s pavements, 'sidewalks arkin lots- sewers water mains' P P Y. P parking and'other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS °i Subdivision Improvement Permit — Class III R DATE:'-•Februair • 13. 2004 ' Minor Improvement Permit Class IV .LOCATION OF CONSTRUCTION Tract 31627,, The Ret>;idince• at PGA Went. cn PGA Blvd. 'and ave. 54 (Street address or Description of Location). PURPOSE OF CONSTRUCTION ' RO'U%t x Grading Sketch•(attach:construction plans if appropriate) DESCRIPTION:OF, CONSTRUCTION Prierw'ataxin' e. clear '> ' .*.See 7Attached 8pod1al\Conditions* IF R.ruh.' r6uoh aariaft ,31 aedm AnA -axr nrt 34:300 � , ' cubl'r- va da . :. : Flau Sat 03145 ` DIMENSION OF.INSTALLATION OR REMOVALApprox. 22 acres SIZE OF EXCAVATION,'IF NEEDED' APPROXIMATE TIME WHEN WORK WILL BEGIN Yebruarw 1„ 2004 •• APPROXIMATE TIME 'OF'COMPLETION Febxuarv• 28... 2005•__ t u ESTIMATED CONSTRUCTION COST $ 174.500.00 ' (Including removal of all obstruction, materials, and debris, backfilling, com ►► 'paction and placing permanent -re surfacing'and/or •replacing improvements) t ': In`consideration'of the granting of,this permit, the'applicanthereby ag'rees 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,un'der.the permit granted pursuant to this application: Notify the Administrative Authority at least twenty -foul (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 L'a,Quinta and.to pay for any additional. replacement necessary as the result of this works ' ,' ' .' , ,• • Signature of Applicant or Agent , Naldador, LLC 7f3-120 'Cal le:'EstadoA; •Su1'Ce 203; I.Q 922n ' ' (760) 564-8888 Name.of'Applicanf (please print), Business Address Telephone No. .A. Floies : P.O.-BOX 1036, I,8 Qu`iritn ► .CA ' 92253 (760) 360-0255 Name of Contractor and'Job Foreman Business Address Telephone No. • ty J99499' .� 00497 Contract or's'License,No., City Business License No. Ar> h"Sp�aci"ty=lnsurauce Co. ; , 39DCQL000514 'Applicant's'lnsurenceCompany' 'PolicN mber .FEES: Subdivision Improvement Permit — Class I FEB• I 7 1004. Public improvements: 3°0 of estimated' construction costs Private,improvements: 3/o of estimated construction costs CITY OF LAQUINTA � ; .:. ' .FIN PT. '. Minor improvement Permit- Class,IV:'See attached schedule Inspection Fee $ 5,2S•00' t• ;+; PERMIT,,VALIDATION , .1 1 1i -y�+✓�`.,Permlt'Fee ,,' , t t• ` i 1 400.00, y .S iC^ ••'..�I' •�"{7 t: ,, PERMIT NO.. .. +< Penalty 4fl81�r i r DATE APPROVED iebruarv' 13. 20fl4 Cash Deposit -Surety Bond f. ; - if required :EXPIRATION DATE. FBbruarY 28, 2fl05 $ 5.335.00 , 1 ` . DATE ISSUED TOTAL: Receipt No. 1�1 I�y*.K�w�+.� ,• f ' B a r r , r:.. ,mot y t Received by Date 1 • Administrative Authority I _ ord6d by Tel,ephone:: (760) 777-7075 ���' ,i ' �•'�i -��� � � • � .tln�r � i �' �'• t � _• ;ion '' ... ' y,r 1•• . . r F 'PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT.. . Location ofConstruction: PG oA e_GV�A �-�-.A Ae SL '. 31(o2� Thy R.s cOCt° PC-, Purpose of Construction: Description' of.Construction: a b revue~ ,� -- r p � e' '� G r,��j v � G� z Dimension of Installation or Removal: f vp c xCC_re 5 ` Approximate Construction Start Date: Fe-, 0 LA .Approximate Construction Completion Date: F,6 `0 Estimated Construction Cost: $ "1y 0 ��ov.o + 3y� S�j = 1-7`A� 50 v : J Estimated Construction Cost shall include the removal 617 all obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing'and or replacing improvements !• ; Name of Applicant: Applicant Address: Applicant Telephone' Number: �7 (6 p - 5_(6- $ �g g•A , r i Name of Contractor: Contractor Address: 0, o �a �,. ,� . C ZZ,53 Contractor Telephone Number: - 760- 9S0 — l (_67 Contractor State L•icense'Number: -1 T°( Contractor City, Business License Number: r v �plicant or Contractor General Liability Insur )nlican or Contr� "°° a torZeneral Liability Insur ;e Company: ;e Policy Number' Office Use Only: Inspection Fee: Permit Fee: O) As -Built Deposit: Dust Control Deposit: X2 �C'Lt��StT `' S�efi Credit • i Amount: C) GeJ TOTAL FEE DUE:__ 335, ,)'l) office Use Onlv:. %ssigned Permit Number: Gam` \ \ kpproval Date: 'expiration f " L )ate: ""�G Q ssue r )ate: kdmmistrative Authority • '• �0'd S698t�9509L�Y102i3 Q�AIH��ii FJ211372E�d4 15:11 7607719695 A FLUXES EXCAVATING ACOBA CERTIFICATE OF LIABI PROOUCER - De■art Southwest Xlaa 77-955. Calla Tampico Lim Quiuta CA SQ253 Phone 1750-771-555D Fax.76�_771_54![S w. floroa avaC3np 6 aradsnp La Quiaanza CA 92233 OVERAGES TZ:VT b0-I;T-Z0 PAGE 02" L- ITY INSURANCE;, OP ID of ° /04 THIS Crinw-KATM 16SUED AS A MATTER OF INFORNATIUN ONLY AND CONFERS NO RN3NT3 UPON THE CERnPr-ATt MOLDER, THM QIRMIMP GATE DOW NUT AMEND, EYTLLNO OR ALTER THE COVCRAOE AFFQROEO ISY THE PO4JCIE6 BELOW, ' (WMK I$ AFFORDING COVERAGE r+BurteRA: Arch 9 eaialt Insurance Co. INS~ 0; State Fund OMRVR C: INSURER 0: . IMaURMR l: THE POLIMES OF INSURANCE LISTED BELOW HAVE BGGN IBBUEO TD TNC INSURED NAAIEO AMQ-4 FOR THE POLt;Y pURoo INDICJ ANY RE(2UIREME@Ir, TERM OR CONDITION OF ANY QONTRACT OR Drt*ROOCL#dMT WITF R[BTLCT TO WWH TIIla Cl°JCTIFICAYE MAY PGRYNN, THE INSURANCE ArronoCO av TM POUG66 0goonmt3D niREN I8 gtgw i:T TO ALL Tf! TaLIS, tiifCU1910NYANl POLICIES. AQGRCGATG LNVTe 3ROYYN MAY HAVE SUN RF_Ol10ED BYPAID q,Ag1& d TY►C OF IRWRAMCC •OLICY NUIINMII OCNMRAL VAMILRT A A EOMMERCIAL OF Rum LIABILITY 39DCGLOOO514' 02/23/03 0 CLAN{! Nowt Ex-1 QCCUR 7[ over/Copt Prot. SLXV ADD' L rROU M Z CrN'L ACOREOATE UMIT ADYUEB pM. POLICY -T& El LOC - AUTOrDOI&A UABIU YY ANY AUTO ALL OWNED AUTO% SCIAMOLKCD AUTOS NricD AUTO! NON-0WNCO AUTOS GARAGE LIABKITY _ .. MIV AUTO CXGeBA LAABIUrf OCCUR ❑ CLAW MADE OEDUCTIOLE RMNTION l WORNMRL COMrENMAMON AN[) . H O&dPL.OVTiWUA&ILRY 'JTA7IS P.11n ATTACMM of/ol/41� Ol, OTHER Oe.3CRl PTION Or OI'eRATpNSfLOOAT L ICI ADOEO BNDOMt7rM /'ROMbONO [altJwTlMc OF D. ,•� irloluded` In G*nGZal aggregate JOAI R$SI4RRC.W CLUB a POA WNPW CERTIFICATE Np40QR Y MD. NOTWITNSTANDING MAY BE ISSUED OR CONOIYIONB OT SUCH LLYfTM EArH OCCURRENCE i 1, 000 000 FIRE DAMAGE (Any— o^I S 0 MED GXP O"y am POI'eoe) t 5 0 0 0 PERSONM. A AW INlLIRY i 1, 0 0 0, 0 0 0 DEWfWAGG'REGATE t71000,000 PROOVCTB-CDMP,OPADO t www« COMWNCD OINOLIL UMIT (6o a-denq I BODILYINJURY '. {PM Wtoe%) t MODILYruURv "tcddqM) t PwOPCRTY DAMAGE AUTO ONLY -lA A4=DEIoT L . t OTI•I!4 THAN CA ACC AUTO ONLY, ACC GACH OOCURRENCG t S t AC.ORE,OATE t i x T RV LNAH-� i C.L. CACM ACaOFNT ' SlOOD000 G.L. OtgWe• RI. wno t lo0ao00 G.L. 019eme-POLICY UMrr $ 1000000 AOD-MALDftkUM;OSMMMIlTTMIh 'CANCELJA►TIMON k MNOW.a AM OP TMe ADON[ gGgCR1AlO PQLpIMIt MC GANC/LLZD MEYOR! THE EXMRATK)N OAYr 3NEgWF. YMC r➢6U(Ng WWPGR VYILL, W MAVOR TO MAIL -,- DAYS WR1TTem korneH TO Y CrPIy1F"TR TO T i CAMUM TO 00 80 SHALL_ NADA R LLC ICA OR L On ANY PON TOM WBLIRFJI, ITS MEN" OR 76-120 CALLZ ROTADO #203 Re IL T.A QVINTA CA 93t233 ACORO 2&S (7m) OACORO CORPORATION 198E SOOC1'd d07-,—zCI to/sT/ZC1 SEaafaS09L 1SOM V5d le grii•J OMUepl_e;y -3I-il •60'd 5699t9909L.:W02i3 QRAI2021H TZ:t7T bO=ET=ZO E�1%l i%LY]E?3 15: 11 �af,� 7lyliyj ` S FLl7kk� k3it SVA1 IIdC�.: WAU 03 Policy Number 39DCCYL000514 A l:lores EUavating & Grading THIS ENDORSEMENT CHANGES THE. POLICY + .i • P LEASE. READ' IT' CAREFULLY BLANKET ADDITIONAL IN8URED It Is agreed coverage is provided to the additional Insured(e), named in thi8 endorsement as follows As respects liability covered under sectlon.a only, section 11 of the policy (who is an insured)•is amended to Include any person or organization that the named Insured has agreed -In an irm' ured contract to name as an addltlanal insured provided the bodily Injury or property'damage first takes place after the execution or'the insured contract and the bodily Injury Or property damage arises from your work perldrmed during the pntley pariod. 2., The applicable limit of our liability shall 'not 09 Increased by the inclusion of any number of additional Insureds: i 3. Other than as expressly modified herein, aovereye for the additional Insured Is governed by the terms and conditions of this policy; including the insuring ogre©menta. 4,' The coverage provided for additional Insured(s) . -is `only to the exteni,of and In the proportion the additional insured is held- liable for the negligence or strict liability/conducts/acts. of the named insured., No coverage Is' provided for liability based upon the acts, errors or ornlsslons of (he additional Insured. All other terms, conditions and exclusions remain unchanged RRtC•CGL-F_6(5f02) Pepe t o1 1 1: 2. 3. 4. 5. PERMIT NO.4091 PGA West The Residence Club/Rough Grading/Tract No. 31627 In addition. to the standard permit conditions, the. following shall apply: Pursuant to Section .1 4.16.320'ofthe 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. Nadador, LLC, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control: This permit or copy of it shall be on the work site for inspection: during the, actual work performed. 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 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.lo 5:30 p.m. Saturday 8:00 a.m. to. 5:00 p.m. _f May 1st to September 30: Monday -Friday. 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays.. Note: Construction work (including setting up.traffic control devices) is not permitted on any Arterial . street, (ie any 4 lane street) before 800 a.m. 6. Work within 500 feet of a" signalized intersection shall be performed 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. 7. 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. Page 1 of 3 PERMIT NO..4091. PGA West The Residence Club/Rough Grading/Tract No..31627 8. -Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with. the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction. sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum• of two (2) travel lanes. of paved surface shall be maintained at all times. 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. This permit. is for rough grading only. A separate permit is required for other than rough grading operations. 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. Special Conditions Page 2 of 3 Y PERMIT NO.4091 PGA West The Residence Club/Rough Grading/Tract No. 31627 14. Access and egress to all local properties shall be maintained at all. times. 15. The .permittee must apply for another permit for any asphalt construction. 16. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 17. Pursuant to Chapter 1156 of the La Quinta Municipal Code (Ordinance 1.0. § I (part),1982) the City has designatedcertain city; streets as Truck Routes. The weight limit for restricted streets (i.e., streets not r part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making'a delivery or pickup on the subject street, or if this permit specifically grants permission L to.use the street to deliver street construction materials and/or equipment. 1$. The City of La Quinta reserves, the right to revoke; suspend or void'this permit at any time. 19. ` The permittee shall indemnify' hold Harmless and assume the defense of the City from all damages, delay costs, costs•or expenses:in law or equity that may arise out of work under this permit. J 20. If it is the intent of thepermitteeto cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to . perform the.required restoration work. r Special Conditions 4 + Page 3 of 3 ` City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4091 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility' of the permittee for his contractors to secure permission from`.abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be' removed from the right of way. All paved surfaces shall be broomed clean of earth and. other objectionable materials immediately after backfill and. compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions. and shall be used immediately after, backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles.' In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ®, R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area.between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than (** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. , ❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (1/4') to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by 'a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing "concrete curb and/or curb and gutter ('" N/A ** )'feet shall be removed. Curb and/or curb and gutter shall.be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 ''/2") of A.C: paving on (*` N/A **) of class (`" N/A ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ® R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 . COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under• no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more.than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ RI COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A'* ) inches of A.0 surfacing placed on a ( ** N/A ** ) inch (" N/A *' ) aggregate base shall be placed no later than (** N/A '*) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ❑ R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. P.O: Box 1504. LA QUINTA, CALIFORNIA -9224.7-1504 78-495 CALLe TAMPICo (.760) 777 4000 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 November 30, 200.6 Karen Gaabucayan Nadador, LLC 78-120 Calle Estado La Quina, CA 92253 Re: Encroachment, Permit,, -No. 4091 — Tract Map 31627 Permit Type.: Rough .Grading Rew cl,,Sep. of Sub styFie �or P5 N 03H 5, Dear Ms. Gaabucayan: �- Encroachment Permit number 4091 has expired' [will expire] as of February 28, 2005. In order to avoid the issuance of a "Stop Work Order," .please renew this permit immediately.. The renewal fee as per City. Council Resolution 96-27, states: Encroachment Permit - renewal` of expired permit.shall consist of a $100.00 permit renewal processing fee plus 10% of original fee .to extend the permit one additional year (xc2 until .February 28, 2007). ORIGINAL PERMIT FEE 10% (x 2) PERMIT RENEWAL FEE of original permit fee (two year extension) $51335.00 . $1,067.00 . $100.00 RENEWAL AMOUNT DUE:: ' $1,167.00 If you have any questions or need additional information, please contact Tony Colarossi at (760) 777-7089. Sincerely, Paul Goble Senior Engineer, Public Works Department cc: Bryan. McKinney, Principal Engineer Leonard St. Sauver, Assistant Engineer II , Permit File, No. 4091 : Tract File.31627, Folder V M4 Project Name:. `--..THe.Re'sidence Club Tract No. 31627� , On Site. lmprovments - Improvement Description, ,Performance Labor & Materials Gradin $ - - $- Draina a $' 165,140 $ "165,140' Street Improvements _ :. ; , $. 245,107: $• , :y 245;1017 Domestic ater $' 193;665•. �$ 193,665 ' Sanitary Sewer $ 122,840 $ . 122,840 Dry Utilities $ 82,500 $ 82,500 + Monumentation �' $_ ° ,7,500 $ • . ' - r Totals ti .F ' $. 816-750 . $ 1 809250". standard 10%tontingericey � $ 81,680- $ 80,900 ' r Total Construction Cost '. $ 898,43b $ i 890,150 - Professional Fees, Design 10% ` $ 89,840 $ 89,020 Professional Fees, Const ;10%' $ 89,840,.. - $ 89,020 N6.,Plans Contingency•15% • ; ,$ r 134,760 $ 133,520 1. - . _ ' . :• ^ ' t. Bond Amount ',• $ 1,212,900 __ $ 1,201,700 10 0 ERR ST. j3. q aq NRIN A! A t . F51 I -- MU, 0 N is uj CO jhu )!" - 5- 9 ! w c, V) -0 ZPA C01,11 z z 09 o oo.` KA SLO. < J I o R .0 cn�' A .... ...... w :7N C10 p err 0 as C) w SK go %21 8 G 2 Ar +113 0 .0 :c CM, o 0.1 z z qf? S, z zi im 15 cz v z co 1UOJ 1k 'CAS N - I - AO V) Ui Cf Aff -x' 5 iJ 0 06 ie 11M I lou ffib b 111I g ',IIR 15 C 1lo 115 �C)) H wig b"O log 9 cd Oil Psty.. ce A �g 10 go Co IR b b 19 mill 14.9 9 bblubb;ISM Mull gig f - M,}_ ! 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SIP I aeR:fw "1 %1 go I 012 h! �~dfi g gg g b�J a 2.1 pip� 3 � 11 �r5AHA095MUER1.114 1w fini 113w x w . , gwil � d co o�Id a Isla.��� gnu c�M g� I§ x III it 3 - Q IR wagc �9@ 3€ z fZ �i <�ai • IN!"<o3if fig?^ `g 151 &dbi�QR I �+. �� a �a �isL $e���� �� 6'° ��ffpi €� �a� � �e � •• � � $� � � ��b�� q��� s �s�� HIM R? bR Wig ai MINN is a g �� � � g _ ; lit cz Rig W lv-aa�� C7 V i pow �11§1051glixHap gel 41 < gig m I w R X IBM - I 111M, AR111 9 T A '11,11 Ili I I elm !%xialix 11 n HaD �� � ��� g � �� • g �8p � •fin m� � aa� �� � �� � hill . ab LS A - all gN 111 If �!415gpl Ive"'il Bill !11 1 h Hill I,, jqjsj 11 114s, mg, 0513 'IgIL flR-1i -11 1r; MIR Nis �ax� �� �< ��xa 3 �.• a .. M a I g 12 D 9 xg� II I E& : � � or W W I x , HIM, I C7 _asp �g .�; ? i : R � g Ia n dR sa 3 - a "_ 9 •_^1 m � c ��� ��� _ � aval � e d ; � � ��� Hxul U I 8o'd �N: ,SIX. HE d 5 I5 In the City of La Quinta, County of Riverside,. State of California 5LA AYOAI . . ■ ■ a 3N {1. 01A D TAOR N1AVENUE 0- LAESTmmmPLANS OF CITY 'Grading Dr' Plans GENERAL NOTES ACCORDANCE THESINTM aving AND WYE9COUNTY STANDARDS AD SPECIFICATIONS DDINAMCE P n "D. 461, LATEST EDITION, , F MANOR OLM 2. THE CONTRAIOR SHALE OBTAIN ALL MUM AS REMO 9Y THE CITY OF LAOLWA PIRA YVFST 3 THE LOCATIONS OF COSTING UNIxRf CLAM UW11ES ARE SHOWN N AN APPROVO ME - - - MIB((m UTr OF ALL Tract No. -31627 � AVORAT WAUREs THE CO FACTOR HALL K AGIMRMIXE m ff NLLY RESPO6 BE FOR ANY GRADING NOTES NO ALL DW/G6 WHICH MIGHT BE OLYA90RED BY NIS FMM M MAINLY LOCATE NO PRESERVE ANY AMID ALL UNDERGRDUNQ uMIFS '1. P llE CIVIL ENGINEER dt SOTS ENCdEflt ARE CtOiED DUR@D THE COURSE O 4. THE CONTRACTOR 9LUL BE RESPONSIBLE FOR THE RO MAL, REPLACEMENT OR WORE ALL WOK SKKL BE STOPPED UNTIL A REPIACOADIT HAS AGREID TO ACCEPT RELOCATION O ALL RECIAAIDHY, waaOD AND IXmE SIG6 TIE RESPONSIBILITY FOR CFAfF1GTMN UPON COMPLETION OF THE WOOL H➢IG A SL19)MM OF PARCEL 8 OF PARCEL WAP NO NOT TO SCALE 5. STREET NAME SIGNS AND TRAFFIC CONTROL SIDS, TYPE AND LOCATION SIWL BE � z0428 As FLED N BOON 129. PAGES 49-55 II PIFEi1 SHEET NO. 10 � APPROVED BY TIE CITY ENGINEER. TRAFFIC SDDPDIG. LEGENDS NO PAYMENT 2 'CO eRI6ML PILED VEGETATION AND VDER FROM T E STE POOR TO RA A FILL. L 1 LNG ZAPS OF1WL REICOROS. CDIKfY a RNFIL�E, SHEETINDEX MARKERS, TYPE AND LOCATIONS SMALL BE APPROVED BY THE CITY Ocumm TH COJFCTA RFD REMOVED FR011 THE SITE POOR ro 1PLACPIO FOIL LEAVING FALiORIM . & THE CONTRACTOR SOUL NOT DISTURB EXISTING SURVEY MONUMENTS OR BORN MARE THE SITE ERE AND CLEAR FROM OBKCNIOMABIE MATERIAL - ... ._ A.IA ANCNuc IIOTFD CH 11E PLN6. OR FOND 01X@4C Cd61RUCTH A RE310IAL AID REIPIAL9IET 3. ANY UNDERGROUND STRUCIIIRES SUCH AS CESSPOOLS. SEPTIC TANS, WELLS OR LEGEND _ _ �: 3 P OR A UXNSED LAD SURVEYOR ONLYSMALL BE DOME BIT A REGISTERED . WITH AM R.C.E. NUMBER BELOW 33.960 PIPES NOT LOCATED PRIOR ro GRADING ARE TO BE RMNMED OR TREATED N A LUMBER - ADeREvwxNIS -A A . r. 4 .e n -+-_` / r 5 PLAN SHEET SECTIONS & 7. GRA00IO SMALL ff N ACCORDANCE WITH THE ENGINEERED CRMOIG REOIIDELENR OF PRESCRIBED BY SOILS ENGINEER - / THE UNIFORM BLRANG CODE. LATEST EDITION. AND 4• SOIL OR � WAS TIC MOP OF CURB ELLV ELEVATION \I I / / 9 1 10 17 I E- --L CROSS SEW SOPS ENGOEEDIG REFIRE, PREPARED BY BX]41 E1IGNFES, INC. CALIFORNIA, •. OATED DELUNOR 14. 1954. REPOT NO. 84-12-M � � N mo OF EDI i - �'f �_ �, UPDATE LETTER POl N0. s44-o25z 03-07-442 DATA .FAIT 1a 2ow (REVISED 11/16/03) PREVENTDOES UNTIL THE SURFACE 5 FREE fMA JE r `,e - a .11 PREPARED BY: SIACDED ENWPIIOIG UNIFORM COMPACTION BY•�! I 9 OFT-S IM P'GATO 8. THE CONTRACTOR S MLL NOIFY DE CITY PUBLIC WORE 06PECTM 48 INCURS PRIOR & BUI DING PAD TEAS 9gUlD BE AND ROO 1f ro ANY CRIC 0 LASHING OR OFAR70 A D EACH ROM OF CONSTRUCTION AT SYSIMS POOR m CADING. BUIU SHOIAD BE VANED ro A �� / \ 73 \ 1 (76o) m-m75 AND 48 HOURS PRIOR ro REQUIRING NSPECIIOLIS _ DEPTH O AT LEASE (3) FEET BELOW COSIM GRADE OR (3) FRET BELOW THE BMW - EVC END VERTICAL 1xARYE TOP TOP OF SLOPE / t2 ' I 15 - 1 3 44 R PONT O 1ERIx'AL NTM6ECIIOI TOE TGE'OF SLOPE 24� j 9. DURING RNI01 GRADING OPERATIONS AMID FRI ro IXX6IRIIOIICH OF PERMVENT O THE F0019DS WHENEVER 6 DEEPER 11E FR00SED SURFACE SHOULD) GE COImK7ED 4 DRAINAGE STRIICRXES, T OPORAIO OMOMGE CONTROL 91ALL BE PROVIDED TO - TO A MI DIUM O (90) PERCENT RELATIVE r OVERT Y \ A PREVENT Po1DNG WAFTER AND aMAGE TO MMCENF PROPERTY. � FILL MATERIALTIED AY LEAST (90)ELEVATION� 011 ECAIEVAIIM�AT RN OF SfRI10ENE _ • 3 L 3 14 - 25 _% ` / O. 3 OWNER / DEVELOPER 10. consilLTION OORATIONS ANO MAINIFRWNCE O EQUIPMENT WITHIN ONE HALF MILE - . O HUMAN OOCIPNRT SMALL BE PERFORMED ONLY CURNG THE TIME ROM AS GE VOWED BY TESTING AMON BOR NCO CFS W NCO YEAR SIGN 28 FOUDWS END NORMAL WATERSURFAGE '/ « �ST, , NADADOR, :LLC OCIOBER 15E To IPRIL 30IIU 110101Y-FRAY 7D0 NI m xw PM • Sp05 MDDEEt1tt Sd15 SHALL BE ArDN (1 - HIGH WATER ANFME - •, / '"�"m - 78-120 CALLE FSTADM SUITE 203 (780) 584-8888 STATION Olt ON _ / FAX 780 584-8695 MAY IST TO SF IDW 30RE YODAY-P6MY &00 AY ro 7.00 PM Ono �� S��Q (47s.15) DOSPNG ELEVATION PIG PONT Oi INT$CTNG CUTTER • 1 _'' \270 },� Ig Quints. CA 92253 ( ) WORK SMALL L BE PROHIBITED ANY TIME O4 SUNCAT OR FEDERAL NOLAAY. 7. THE MATERIAL USED N THE COPACTOD PROCESS SMALL BE EVENLY SPREAD, OR GRADE BEAK S.Y. • SQUARE YAW o� ' 11. AFTER CLEARING EXISTING LOUD SHALL BE SCARTED TO A MINIMUM O E ON THE WATERED. PROCESSED AND COMPACTED N THE LIFTS NOT TO EXCEED 6 INCHES N . HP HIGH PONE [47500] PROPOSED ELEVATION - A AT /a,, / •\ I T ENOE SITE OR AS RECOMMENDED BY SOS REPORT AKD UPDATE LETTER 03-07-442 THICKNESS ro OBTAIN A UNFD KY DESE LAYUL - LP - Law NOT ASSESSOR'S PARCEL NO: S DATED JULY, 10. 2CO3 (REVISED 11/18/03) BY 9AD00N ENGREEINIO ° ' - TW TOP of WAIL - 32 p:Y / + 775-080-009 TTRRU 775-OBD-015 - 12 MAXIMA/ CUT AND FILL SLOPES - 21., - &WHEN DE YOSRIE NINTDIT IS GEIOW THAT SPECIFIC) BY THE SOS ENGOEEL TF TOP O TOWNG •\� i - Il PHIS SMALL BE COMPACTED TO A MINIMUM O SOX RELATIVE DENSITY PER A5.7.Y. WATER SMALL BE IDLED BY THE CONTRACTOR UNTIL THE MOSNRE CONENT 5 NEAR 10 LOT NUMBER TRACT BOUNDARY N o \ ' \ - FLOOD ZONE DESIGINATION SPECIFICATIONS AND ABOVE MENTIONED SOILS REPORT. OPTIMUM AS SPECIFIED. _ 14. MNM1Y BIDDING PAD DRAINAGE SMALL BE ZIL -DRAINAGE SINES SMALL BE A ® PAD ELEVATION ----- � \ 31 /\ •F/ _ ZONE X 9. WHEN TIE MOISTURE CONTENT IS ABOVE THAT SPECIFIC BY THE SOILS ENGINEER THE - UNTY EiA4NENRS � a _ MINIMUM E Off DEEP AND COOT SMILES A MQNaW a: Y RIOM4 THE TOP O art DR A MATER9. SHALL GE HINTED BY MADING EDGMG OR OTHER METHODS SMISFAINORY COS08KT10N NOTE - - - '� P \ ' Y _. • �; .O� �, _ _. f BASIS OF BEARBJCa , FILL 9DPES MDDIILL SLOPE d 5WNE6 SKILL ff O SOf ' ©' \ - 15. ALL FILLS SHALL BE CONTACTED ro A MDODM OF NINETY (90) PERCENT OF MAXIMUM ro THE SOS ENCTEFIR LAIR THE MDISNTE CONTENT 6 HEIR aPWAw AS SPECIFIED. _ - FLOW LANE - • - _.-,. . . OR - PAVING REMOVAL DE36JTY AS DETERMINED BY UNIFORM BINDING CODE SEC. 7010 EQUIVALENT AS 10. WHERE ELLS ARE MADE ON FWS7DES OR EXPOSED SLOPE TEAS, GREATER URN , •.�_.._.. - ^ COSTING WATER LINE yO . \ \ ' }-�/ THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE O AVENUE 54 AS APPROVED M THE THE EN47lEFR FIELD CENSITYDES 70 BE OTFRIO®N TEN (10) PERCENT, HORIZONTAL WOO SMALL BE CUT AFRO FIN UNDISTURBED . . • .. EXISDNG SEWER LINE ' 49 P ACCORDANCE WHIN THE UQDRII BIODNG COO SEC. 7000. OR EOIINNENT, AS NATURAL GROUND TO PROVIDE A HAIR UNIAL'BASE SO THAT EACH LAYER 6 PLACED NEW PAYING _ SHOWN ON PARCEL MAP N0. 20426. FILED IN BOOK 129, AT PAGES 49 7HROl1GM SS DETERMINED BY THE fllY EMCNEER AND OOPACED ON A HORIZONTAL P1AEL THE INITIAL BENCH AT THE TOE OF THE CI CURVE DATA - 'A r`' PROPOSED FIVE HYDRANT < c �V \ %/ SCALE 1'=200', OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. 1& ALL STREET SECTIONS ARE TENTATIVE THE MNONY SECTION 6 3• AC/4_T CRU9ED A9. FILL SMALL GE AT LEAST TEN(t0) FEET N WIDTH ON FILL UIDISrum D NATURAL - _ ADDITIONML.SO. TEST SHALL GE REQUIRED AFTER ROUGH GRADING M DE7FRIONE a&Du1m AT THE ELEVATION O THE TOE STALE RACED AT THE NATURAL ANGE O Ll LANE MTA - ... .... PROPOSED WATER/SEWER LINES ) (IJ BRING NORTH 843 G FAST. EXACT SECTION REQIAROA DNS CITY DIG EER ro APPROVE FINAL STREET SECTOR. `�� SOIL'S ENGINEER CERTIFICATE, REPOSE OR DESIGN SLOPE AND WOIH AND FREQUENCY' OF SUCCEEDING BENCHES ® PROPOSED CATCH BASIN 11 17. LOCATIONSEDTES O FEED Y AND TEST BALL GE DETERMINED IN BOOT Br THE NIL ANONFFR di' � WILL VARY WREN THE SOIL CONDITIONS AND THE SIEEPRSS OF SOPE ---- TOP OF UK / TOE O SORE _ \ Ii � ] - • - APPROVED TESTING AGENCY AND SWILL GE SUFFIONT N BOTH HIORDONTAL AND '" - -,. .. : EXISTING TMWR UNE - - PROPOSED JUNCTION STRUCTURE • �! I I I - • _ THE UNDERSIGNED SOILS GRADING CEHRFlFS THAT . VERTICAL PLACEMENT ro PROVIDE RU40WATK TESTING O AL FILL AND PLACED. � 11. F BURIED 'RDA" NE ENCOUNTERED DURING OEVMOPYENT. A QUALIFIED - P,.-- � - EARTHWORK' QUANTITIES L, ' � 11I I HE HAS RECEIVED THIS GRADING PUN AND FOUND R TESTING N TEAS O A CRITxYL NATURE OF SPECIAL O ALL FILL PLACED. TESTING. N - PROPOSED MASONRY WALL ! UTILITY AGENCES TO BE IN CEIV EANTIAL COMPLVNCE WITH THE TEAS O CRITICAL. NATURE O SUM EMP051S SMALL ff N ADDITION ro THE ARCHAEOLOGIST CAN BE BE CONTACTED IMMEDIATELY AND APPROPRIATE MR1CAtION •- ._A!--+ : PDPOSED�OONEWR LIVE _ I - RECOMMENDATIONS CONE . I C. THE SOILS ENGINEERING NORMAL REPRESENTARrE SAMPLINGS. � GVI eE. TAKEN. LOT LINE / R/W . t I , ',JIII I I - REFIRE (BUEHA ENGINEERS, INC.) NO.. B-IM13-P1 « 1& ALL UNOACROU D FACILITIES, WITH LATERALS SHALL BE N PAIR AND 015PECIFD J _ - . ' r - _ . 1,j. 'j, ' COACHE LA VALUED. WATER DISTRICT (WATER R SEMI:_ (760) 398-2651 DATED DEC. 14'1984, AND THE .UPDATE LETTER 03-07-442 PRIOR ro PAvOfA IIIQIIONG, BUT NOT IDLED ro THE :aLOADI& SEWER. WATER 12.EMIIFMOVPIO AND MIXING OPEATIOIS SMALL ff CONTRCILID ro PREVENT - AUs IO YEAR SHIREI FLOW RATE W 173 3 I I DATED 7/10/03 (REVSED I1/18/03) BY SUDDEN ENGINEERING ELECTRIC. GAS AND WAVE WATER FROM RINN01G KID EXCAVATED AREAS EXCESS WATER SWILL BE PROMPTLY �• _ - REMOVED ARID THE SITE KEPT DRY. FILL MATEDE ESS NOSE PLIED. SPEW C I • - O 40 I'. III IYPFItIAL Ptl@717NN 06TRICT p1oJ (FIELTRECIY'): _ (760) 398-s811 9AD001 ENCIEIIifIG :.. 19. THE FINAL UTILITY UNE DOM REPORT FROM THE PRDECT SLY ENGINEER SMALL CT/RLL LINE - DE7LIOE AN APPROVAL STATEMENT THAT THE BA00ILL 6 SUNUBLE FOR THE INTENDED OR ROLLED OURO UNFAVORABLE WEATHER CODRIONS WHEN THE WOK 6 F RINKA 3465- - SOU HERO CWFOOO GAS COMPANY (760) 346-4248 39-725 GARAND UAL. SE. G . IRE. INTERRUPTED BY HEAVY RAIN, FRE OPERATIONS 91ALL NOT ff RESUMI) UNTIL FIELD _ Mf 1M� - PALM DESERT. CA 92211 ~ 20. ERE FINAL COMPACTION REPOT AND APPROVAL FROM THE SOS ENI'IEFR SHALL TESTS BY THE SOS ENGINEER INDICATE THAT THE MOISTURE CONTENT AND DENSITY - _ _ u,u P Vamm MLEPN%* (760) 854-1715 - - 20 THETAIN THE TYPE PA TEND TESTING PERFORMED APPROV. FROM TEST SWILL I IDENTIFIED SHA WRIT OF THE FILL ARE As PEVIOUSLr SPECIFIED - TYPICAL .LOT • GRADING METAL (SEE SHEEP 8) SCALE 1•=200' TIME WARIER (TELEVISION} (760) 31a-1712 (760) 772-3893 C[TY of LA OUINTA THE METHOD OF OUTMM THE N-PLACE DENSITY. WHETHER SAND DOE OR DRIVE ROD t3. COMPACTION SMALL BE BY sHEEPSFRXIT ROIEIS, vBRA70D 9EEPSi00f ROLLERS. * PERT Set No AND SINE OR OR NOTED FOR EACH TE57. SUFFICIENT THE MAXIIU DENSITY OTRVES MUTPE-WHEEL PNEUMATIO-TEED ROADS OR DOER TYPES OR ACCEPTABLE FF���Af� ,1 . BRETT L ANDERSON, P.E. - - DATE swu GE PERFOOIFD CH ICIAX 7. ALCVRNx GE THE MINIAAw DENSITY cuRYEt SNIW WG 8L SUPPING"NOTES 21 BY TTHERAVELED F°D 1E°fOdNL "' ro TO COMPACTING ROLLERS. ROLUERS �BOnes rE OF �Ra�SWAiL BE ACCOMPLISHED THEY BE PAANG NOTES 21' ALL TRAYFMID WAYS MUST GE CLEANED DAILY GE ALL ONE MID AND DEBRIS - 1 cast 5NK1 BE 001E K ACOOPDINGE WITHt LIE SGNOYD SRECIIGFTNI6 FOR PIBlC WORKS EST CONSTRUCTION NOTES 8t QUANTITY ESTBuIATE . CON6NRIJCTtONL DEPOSITED ON THEN AS A RESULT O THE C CM OPERATION. OfNRNG 6 ro BE 60K WIDE THE FILL MATERIAL 6 Wlim THE SPECFID MOSRIRE CONNErt RANGE ROLLING O EACH LAYER SINE GE CONIINlld15 OVEN Mrs ENOE AREA AND THE POLLEN stall 1. ALL 1ADEIN;RWOUND FAOTES, WGIJOOD SERVED LA 9ALL GE LA EDITION, AND RMASIO COUNTY SUNOVD PANS, LATEST EDtl1011 HEREAFTER RFRERRED ro AS DE 4ANDM0 SPECF1CAlld6 TO THE SATISFACTION O THE CITY DKDNaEal - MALE SUFFICIENT TOPS ro MLR THAT THE REQUIRED DENSITY HAS BEEN OBTANED. N RACE WITH TRNOES COPACIFD NO TESTED PPoOR TD a� OAO INSPECTION AND PAVING THE CONTRACTOR SMALL SUBMIT WRITTEN AND STANDVO PANS. uLas OREIRM'sE SPECIFIED.. - 22. BLOC( WALLS ARE NO PART O THE GRADING PEREOT SUBMIT FOR SEPARATE .. EIDDIICE ro THE CITY ISSUED BY THE RESPECTIVE UNITY PURVEYOR ' BINDING PERMIT. A. INDITHE HE SUBS PORTION GE THEN IIDENROAID FICITEs .. _ _ _� WITH HEE LATEST THE PHERAFIER E�AIE 23 ALL CONSTRUCTION TEAS SAIL. BE PROPERLY POSTED AND LIGHTED IN CCOOBKRE AND HAVE BEEN INSTALLED AID /IPORTIED. HAVE GEE! OF D2. GITRANS STANDNDPPAHs AID STAIDND SPEfpl01TIOK6, 1R= T ASLT STANDARD SLEDIFKATIONS WITH THE STATE MANUAL O WINNING SEW, LIGHTS AND DEVILS FOR USE N THE - 14. FILL CORD BACIFILL 9NMAD R COMPACTED TO THE MNOW O NINEP (90) - • 2 A SEPARATE PERMIT 6 REQUIRED FOR ALL EXCAVATIONS WITHIN DOW AND STATE STANDARD PLANS . _ . T . . PERFORMANCE O WORK UPON HIGHWAYS, N OTHER TO ELIMINATE ANY HAIAMS PERCENT O MAXIMUM DRY' DENSITY OBTANED BY THE ASTM 0 1557 TEST METHO.. _. ROADWAYS AND TRAVLLWAYS LANE CLOSURES AND DETOURS SMALL BE 1 PAVEMENT LEGENDS SMALL MATCH CRY -OWED STMDIS. CALL CRY' INSPECTOR AT (760) m-7075 ro MINE AWANGEIOM 24. THE SOS ENGINEER AND DIG EFIDD GEOLOGIST SMALL EXERCISE SUFFICIENT - , . - - DELINEATED LIGHTED IN CONFORMANCE WITH THE CALTRANT FOR RENAL O CRY' S7EDlS OR INFORMATION REGARDING YODEL NOS. O CITY SIENCES , SUPERV60R1• CONTROL CITING GRADING ro INSIDE COMPLIANCE WITH THE PLANS. SPECFlCAlIONS, AND CODE WITHIN TIER PURVIEW. 15. AUXILIARY SFRUCIXES IMMUCO1G FREESTANDING OR RTANM WALLS 900 OF TRAFFIC CO ITROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES AND ANY ADDITIONAL RECAREENTS DEFIED NECESSARY Br THE - 4. RAISED PAVDEJNT MARKERS SMALL CNFORII ro DE PRM7SIC6 IN SELIM 85 O THE STATE STANDARD SPECIFICATIONS. 25. THE CITY ESN W WILL REVIEW FOR APPROVAL THE SKEET SECTIONS OVER HAVE THE DWDIG SOS Y BENEATH THE BORW O THE FOOTING O THE STRUCNR COIPACITD TO Sox. THE GRADING REQUOPEIIEIHR APPLY TO THREE . • CRT' EDgEEt. A ING C 0. ASPHALT IXRNRETE PAVING EXCEPT FOR OAIIIATS SMALL BE INSTALLED EORLED PAVEMEM MAILERS. AMOK FOR PAVEMENT MAIDENS SHALL CONFORM TO THE PRM6Xx6 N SECTION 95-2.04 O DE STATE STANDARD SPECIFICATIONS ENITIIED RAPID SET EPDXY AMOK FOR PAVEMENT MAR ERS.. - � - SUBMITTAL OF'K VALUE TESTS FOR ROADWAY SUBBASE (3) FEET M-00 THE FACE O WALLS. 7WAL (2 CR MORE E WITHFRO DESxRS THAT CGDaREH TO - 2& THE DESIGN CALL EDOEER SMALL ExFRCSE SUFFICIENT CONTROL OLD= GRADING SECTION 2 3.2 O TIE STANDARD SPEC0ICATNM (GREEN BOOK) S. TRAM STRIPES AHD MARKINGS SMALL BE APPLIED N TWO COATS, WITH WE LWWRIID MATELAL N BOTH COATS. AND S1KL' AND CONSTRUCTION TO INSURE COFIANEE WITH THE PLANS, SPECIFKATIOS, AND 1& FIELD DENSITY TESTS WILL BE PERFORMED BY THE SOIL ENGINEER DIXDD CRACKING -_ MUM AS FOLLOWS - COIEORII TO SECTION 84-3. ENTITLED PAITED TRAFFIC STRIPS AND PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARD C1GE WTIIOI NISRA NRAIEW. AT (FAST ONE (1) SINE O MADE FOR FILM FIVE (sO) CUBIC WTARNG OO COPPER C2-AR-40O �• STUD � PAVEMENT IEGE/DB AND RAISED PAVEIB)D MARKERS THAT CONTACT OR CONTUSE TRAFFIC AS RESULT 27. DE CONTRACTOR 6 RESPONSIBLE ro PREVENT SILT COMAIOWION O STOOMATFR DOOTRATION FA ALIT S MOM CONSTRUCTION OF 9E6ECAiMT IMPROVEMENTS BY YARDS OF 2) TESTS CUBIC TADS OR FRACTION HERO RACED WIN A MNIYIAI O 7Wo (2) IESTs PER LAYER 01 ISOLATED AREAS WHERE S EFPSF00T ROLLERS ARE USED, THE SOIL MAY GE Erd(L BASE COURSE Il0'WFA COE66 B-M-4000 4. DE MFARID COURSE SMALL O A 0.1 FEET ED AS THE BAY (5) - A OF THE NEWLY 06EAlED WORK 9NIWN CH TADS PAIR 91ALL R RIMED BY WET SANDBLASTING OR IxDN00D. - THE CONTRACTOR IMMOKCLY PRIOR ro FOR A7CESEAIWE OF STORM ORMIAGE RETElIION/OIii1RA1xN fACNIES 1HE CONTRACTOR 9M11 Comm. IN THE D6NRRED ro A DEPTH O SEVERAL ODES DENSITY TESTS SMALL BE THEN IN OOPALTED MATERIAL OEM THE DISTURBED SU16ACE WHEN THESE TESTS INDICATE 9KL Cd(TAXN 1HE O THE REOURED ASPHALT CON4GEE CONCCOURRETE THXKN SEVEN 7 DAYS PROM ro COMMENCEMENT O PAVING 7. DEBRIS FROM RE/WAAL OPERATION SHALL BE CONTAINED WITHIN THE WORT AREA AND THE CONTRACTOR SHALL TAKE AL PRSEICE O LIE CRT' NSPECTat A PEIiORELVIOE TEST DESNNED ro CIFAREY THAT THE DOM O ANY EATER O FILL OR PXTION DO W 6 BCIDW THE OPEN TIE 9KL SUBMIT FCIt CITY APPROVAL A PNECAL ITIONS NECSSIRI' ro PROTECT PERSONS NO PROPERTY ADACENT ro THE SANDBLASTING OPERATIONS. THE DEEMS RESULTING DEMONSTRATE NNE FUNCTIONAL A7IEOYLT O THE FALtTIES. - REOUFED DE)ISIIT, 7I05 PARIICAAR UYFA OT PNTxH SIKl SE REWORIED WIL THE IRE DED DENSITY HAS BEEN R LACED. DESIKRN [IDENTIFYING THE MIX SUCH AS: AGGREGATE GRAM VFXUS N 1@NE+AL AGCROAE - FROM THE SANDBLASTING SMALL BE NYEBLFTFLY REMOVED AND DISPOSED O BY THE COHIRACTOR DEBRIS WIND! THE ROADWAY GE REMOVED BY MECW400AL SWEEPING O MGH-PONTL VACML 28. THE CONTRACTOR SHALL PROVIDE .WIND EROSION AND DUST CONTROL MEASURES AS AIR VOIDS AND 5-VALUE FIN VAP01U5 IL CNTENTS PoR FAW - REQUIRED BY THE FIMITIVE DUST CONTROL PUN APPROVED BEFOIE THIS PROJECT. - I7. DE YEIIIODS FOR REMOVAL O SlB91RfACE IRRIGATION ND UTBRIY L9E2 WILL' S A TACK COAT 91ALL O APPM TO PAVOENT. P.CC & SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL GE SEAMED WITH ASPHALT PARR CONFORMING ro _ - - DEPEND ON THE 00" AND LOCATION O THE LINE WE O THE FOIIIMDNG D5NG 9XEAGs AND THE A.C. BASE i iIMFF1C a OMEN ON R. . THE T(Cf COAT SMALL BE S DAN SETTING AAOHC ERASRDD ASPHALT SECTION 204 O THE STADMD SPECIFICATIONS SCORED AEAS RESULTING FROM WORD OR CtWOC LEGEND REIMK SHUE O NLLY CB�EIED WITH AN ASPHALTIC PAPRIm SO O RECTADUIIA SWIPE THATCOMPLETELY OBIIIFRAIES THE OID IEClO FbIN. „ NED= MAY RE USED: 1) REDONE THE PIPE AND COMPACT DE SOIL N DE TRENCH • ACCORDING ro THE APPLICABLE PORTIONSN. O THESE RECOMMENDATIONS. 2) THE TYPE SS-IH CONFORMING TO SECTION 203-3 O THE STAND" T. sRY11 BE (TARE s0-m AND LIQUIDASPHALT 9. ALL SIGNS STALL CONFORM ro SECION 56-2, EHITNLLD 'ROADSIDE SKINS,' AS SPECIFIED IN THE SATE STANDARD CH SILADING ' PPE SMALL1GE C8191ED N 71E FRENCH. THE TRENCH SHALL THEN GE FLED AHD IN T APAT THE RAITETE OF 1 ��� SIGNS 94ALL BE REFLECTOLEO SHEET ANONY USING HIGH INTENSITY GRADE SWING WITH 3M 1115D COMPACTED ACOO DNG TO THE APPLICABLE PORTIONS OF THESE GRADING & NEW I PROVOCINNIS THAT JON COSTING IMPROVEMENTS SHALL. OR MATCH N P1TO7ECTNE OrIIOAY FILM OR APPROVED EQUAL .ALL SIGNS SMALL BE MOUNTED WREN THEFT/VADAL-PROOF FASIDIE6 ' CONTACTOR SMALL OC41 ROADWAY SIGNS AND POSES PER THE SON AND POST SCHEDULE ON THESE RAMS WIESS OTHERWISE SPELBDADNS, 3) CAP THE ENDS OF THE LIE WITH CONCETE TOYT07E ENTRNL[ O WATER THE LENGTH O THE CAP Soli MO BE LESS THAN FIVE (5) FEET. THE A LUMBER SATISFACTORY TO THE CITY (MOM CONSTRUCTION OEKXIIS REX IRFD ro ACHEVE A SME RUABIL ALSTNERGULY NOS' ' CONCRETE MIX SHALL HAVE A MINIMUM SHRINKAGE.PLEASING TRAN9IION BETYEH ENE NEW CORD FI05TID IPCOrpM05 WY 10. PFR COVERNYENT OROE SECTION 421E IF THE WON( 6 N AN AREA WHICH IS KNOW OR REASONABLY 901A) BEKNOW'AL TOIN11UDE SAW CUTOD, RELAVAL REPIICEIER, CAPPING AND OR COlD PLANING As N®ED. CONTAIN SUBSURFACE ISTAILATDA6• CONRACO SMALL CONTACT UNDERGROUND SERVICE WENT NSA) AT 1-ROD-227-2600 AND I& ABANDONED WATER WELLS ON THE SITE SMALL BE CAPPED ACCORDING TO THE - OBTAIN AN DOWry DETITOTION NUMEEIt A (FAST TWO WORKING DAYS (48 HODS) PRIOR TO COMMENCING ANY WON DAFT ROIOEIEN6 O THE APPROPRIATE REGUATORY AGENCY. THE STRENGTH O THE 7' ALL UkV*XES SMALL BETO VPAVEMENT OX PENETRATES THE E105 M SURFACE. CAP SMALL LE AT LEASE EQUAL ro TIE ADJACENT SOWS DE FINAL ELEVATION O THE+ FNAIFNAL GRADS LAND II� IS COMPLETED - TOP O THE WELL CASING MUST GE A WDDM O THIRTY-SIX (36) INCHES BMW L TIE CHID SKI BE ETCHED OR STAMPED SHOWING UTILITY 11. STRIPING LAYOUT. SHALL GE APPROVED BY CITY .E OUREEMNIC DEPARTMENT PRIOR ro APPLICATION O PERMANENT PRIM. COMACT ADJACENT CAGE PRIOR TO GROW OR FILL OPEATION& STRUCTURE FONDOx1Ms SERVICE LATERAL LOCATIONS AS FOLLOWS: THE CITY ENIODMNC DEPARTMENT 48 HIM PRIOR TO LAYOUT. .. GRADING A PAVING CA 900 ON Ni U PER a S B ' N CT 'D B U STANDARD 15 4 CONSTRUCT RIBBON CUTTER DETAIL (SEE SHEET NO, a FDR REJAJL)- SF 376 CONSTRUCT ONM Ir M FACE 1. Or CURB FACE IN 3 0' SEE DETAILN SHEET NO. 8 04 6 CONSTRUCT G' WEDGE ON I 1 0. a C LF120 NSTRII P 3195 10 CONSTRUCT RAMP PER RIVERSIDE- PAWING NO 401 CASE A EA2. 11 TO 'D R S NO. 8 4 1 PAINTSLID WIUIE STRIP CAL 13 REMOVE AND RECONSIRUCE COSTING SmEWALK I A IS PAINT'STOP' PER CALTRANS SM. PLAN A240-- - 16 PANT STOP BAR 1 4 ' EA I A INSTALL R-1 "STOP` SIGN AND P RAN TS STANPM EA 1 DRAINAGE 50 R D N 5 B• 6 52 CONSTRUCTIS! CONCRETE COLLAR P '- 6 • N UCT SAND Fl UN PER C OF 1 -EA I 4 NST RUC C ON N SCOT No 8 1 56 CONSTRUCT MODIFIED RIVEMIDE COUNTY STD. NO - - SI -1 E N A - EA 13 57 CONSTRUC T BUBBLER PER DETAIL ON PAGE 8 - - EA 7 58 INSTALL BROOKS JENSEN 36'X35' DRAIN INLET WITH H-20 TRAFFIC RATED FRAME AND GRATE • EA - 1 59 CONSTRUCT MANHOLE No. I PER RA. CO. FLO. CNIRL' SID. DWG. MH251. EA 2 60 ANSI 16 A C- R 5 165 BLOWOFF P LF 256 Er FOR OL QM DET. DWG NO, W- 1 N N - ,KA>v BRDI G 9262E IAc • - 1-(800J 227-ztlCO SHOULD NO BE PLACED OVER THE CAPPED WELL - •S' FOR SEWER 'C FOR GAS, AND'E7 FOR ELECTRICAL POWER • - _ • Q N PC SLEEVES ro FACILITATE REPAAfHIs: wan. R • `SEE SHEET 9 & 10 FOR OFF-$ITE QUANTITY ESTIMATES) ' . 12 STILL SIGN FOSS IX It N CONCRETE AREAS 9K1 R UND THE .• POSTS SHRILL HAVE 11 x 1Y CONCRETE RLLFD BLDCKdTS AROUND /HE POST. UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXATRMINED ARE INDICATED WITH THERE APPROXIMATE LOCATION AND EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING WIM IMPROVEMENTS PURSUANT THERETO. AGREES TO ASSUME LABIUP AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM IXISTFNGE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTEO TO THE UNDERSIGNED. NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR 6 REOUIRED TO TAKE DUE PRECAmONARY MEASURES TO PROTECT IHE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FWND AT THE SIZE. R STALL BE CONTRNCEORS RESPONSABIUTY TO NOTIFY THE OWNERS. OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTACTOR WILL RE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBJLRY FOR JOB SITE CONDITIONS DURING NNE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAF'EP OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT. SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UMTEO TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND. INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM : ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION NTH THE .' PERFORMANCE OF WORK ON TH6 PROTECT. EXCEPTING LABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL - - - '1' N - RppfE C.. �S FAY C. A - '� NIL 20596 '" n "r1. DIP. 9-JO-OS ^ * r `D' C VIL 7� ti CALFF - _ . -i.j{" APPROVED BY: CITY OF LA OUINTA •. �uW4W 7�7w aFw..4a [Z• Q- 03 • I o W A c ■ OTHY R. AS N EXP. DATE: T2/31/O6 YY1�1W?771.tl/W R.C.E. 45843 W C H O L T Z - FAIL 76►7 4w2 IN THE CITY OF LA OUINTA, STATE OF CALIFORNIA RADINGA PAVING, & DRAINAGE1 -TRACT N0. ,31627' - COVER SHEET - - ' A PORTION OF THE NW 1 /4 OF -.SECTION 16 T.65.; R.7E. .S. B.6: de M._ - n IN SFiT._ Lh OF 12 SHTS. Z f U PREPARE UNDER THE DIRECTION OF: - - _ W l A N N @ @ f @ N O 1 N @ @ @ f f U @ V @ W O @ f /� / PD-IOY3-70 M 1 1/C ODIP. FMLD W CLNC N 5 -SCALE: SEE ABOVE BENCH YAREI:' / - • J •OJL GONG CORM OL TN a cL o - - WANK RFVISNNS APPR. OAT ANLEY C. , MOR EXP. DATE: 9 30 05 • - / / R:C:E. 20596 DALE.: NOVA 2CO3' IN F TPI W WASIW4TO1 STD7 A S7M A`.D116 A'6S SOUK OF WI 0095/6 CV. SW.110 I XONTAA DAM 5 SA LDn MIS 500 FEET TO AVOID NEGTK NW90iS Q FOR:. NADADOR.. LLC � a < - W.O. NO: � DESIGNED BY: DRAWN BY: CHECKED BY: . _ " - A • .. _ _- FREE` A.\58800\WP\0DP\COP-OJ 11-13-OJ P.O. Box 1504. LA QUINTA, CALIFORNIA 92247.-15:04 78-495 CALLE TAMPICO - (.760) 777-7000 LA QUINTA, CALLFORNIA 92253 D a. 60) 777-7.101 November 30, 2006 NOV 3 01006 Karen Gaabucayan �F�NgFLA`QUWTA Nadador, LLC. �CE0EPr 7,8-120 Calle Estado La Quina, CA 9225.3 Re: Encroachment Per`mit.N.o.,4091 - Tract Map 31627. Peemit`Type: Rough -Grading cL11A fie'lo5t:F,Ae. (24)14�.(C, Sor P5 0 03H s. Dear Ms. Gaabucayan: {- Encroachment Permit number 4091. has expired [will expire] as of February. 28, 2005. In 'order to avoid the issuance of a ."Stop Work Order," please renew -this permit immediately:. The renewal fee as per. City CouncilResolution 96-27, states: Encroachment Permit - renewal of expired. permit shall consist of a $1.00.00 permit renewal processing fee plus 10%, of original fee' to. extend the permit one additional year (x 2 until February 28, 2007). ORIGINAL PERMIT FEE 100/6 (x 2) PERMIT RENEWAL- FEE of original. permit fee (two year extension) $51335.00 $1,067.00 : $100.00 RENEWAL AMOUNT DUE: $1,167.00 . If you have any questions or need additional information, please contact Tony ..Colarossi'at (760) 777-7089. Sincerely, Paul Goble Senior Engineer,. Public Works Department .,cc: Bryan McKinney,' Principal Engineer. Leonard St. Sauver, Assistant Engineer II Permit. File, No. 4091 f Tract File 31627, Folder V M August 9, 2007 Karen Gaabucayan Nadador, LLC 78-120 Calle Estado La Quinta, CA 92253 Finance Revenue Code E-1 Re: Encroachment. Permit No. 4091 - Tract Map 31627 Permit Type: Rough Grading Dear Ms. Gaabucayan,: ..Encroachment _Permit number 4091 had expired as of 'February 28, 2007. In order, to avoid the issuance of a "Stop Work Order," please renew this. permit immediately. The renewal. fee as per City Council Resolution 96-27, states: Encroachment Permit- - renewal .of expired permit -shall . consist of a $100.00 permit renewal , processing fee plus 10% of original fee to extend the permit one additional year. (until February 28, 2008). ORIGINAL PERMIT FEE ' 10%0' of original permit fee (one year extension) PERMIT RENEWAL FEE 55,335.00 $533.50 RENEWAL AMOUNT DUE: . ' $100.00 $.03 .-50 If you have any questions, or need additional information, please, contact Amy Yu at (760) 777-1047. Sincerely- imothy R. Jo son, P.E. Public rks erector/City Engineer cc: Bryan McKinney, Principal Engineer Amy Yu, Assistant Engineer 11 LPer_mitF 6 ,_N6 _4.0.94, Tract File.31627, Folder V. P.O. Box 1504 • LA QUINTA, CALIFORN1A 92247-1504 78-495 CALLS TAMPICO • LA QUINTA, CA.LIFOANIA 92253 (760) 777-7000 -FAX. (760) 777.-7101 AUG 31 2007 CITY OF LA QUINTA FINANCE DEPT. 5W 3 e Titt August 9, 2007 Finance Revenue. Code E-1 Karen Gaabucayan Nadador, LLC 78-120 Calle Estado La Quinta, CA 92253 Re: Encroachment Permit No. 4091 Tract Map 31627 Permit Type: Rough Grading Dear Ms. Gaabucayan: Encroachment Permit number 4091 had expired as of February 28, 2007. In order. to avoid the .issuance of a "Stop Work Order," please renew this permit immediately. The renewal fee as per City Council Resolution 96-27, states: Encroachment Permit — renewal of expired permit shall consist of a $100.00 permit renewal processing fee plus 10% of original fee to extend the permit one additional year (until February 28, 2008). ORIGINAL PERMIT FEE 10% of original permit fee (one year extension) PERMIT RENEWAL FEE $5,335.00 $533.50 - $100.00 RENEWAL AMOUNT DUE:' $633.50 _ If you have. any questions orneed additional information, please contact Amy Yu at (76.0) 777-7047. Sincerely, +Pu thy R Jo son, P.E. blic rks erector/City Engineer. cc: Bryan McKinney; Principal Engineer . Amy Yu, Assistant ,Engineer II ; Penjit -File,-No: 409-111. Tract File 31627, Folder V P.O. Box 1,504 • LA QUINT:A, CALIFORNIA 92247-1504 78-495 CALLL TAMPICO - LA QUINTA, CALIFORNIA 92253 (760) 777-7000 -FAX (76,0) 777-7101