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2904NOTE:�� 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: February 22, 1999 LOCATION OF CONSTRUCTION PGA West Tract 28444 Subdivision Improvement Permit —Class I II Minor Improvement Permit Class IV (Street address or Description of Location) PURPOSE OF CONSTRUCTION Curb & mutter Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Install curds 4 gutter for Woiskotaf and Winged Boot $91 ATTACHID CONDITIONS. DIMENSION OF INSTALLATION OR REMOVAL 8ssi n!M• SEX APPROVID PLUS. SIZE OF EXCAVATION, IF NEEDED See pla>res. APPROXIMATE TIME WHEN WORK WILL BEGIN 3/1/99 APPROXIMATE TIME OF COMPLETION 3115199 ESTIMATED CONSTRUCTION COST $ 749022.25 (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. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent Innovattiva Resort Coumnities 200 E. Wash. Ave. Iscondido, CAA (760) $394238 Name of Applicant (please print) Business Address Telephone No. Archuleta Costcrsts 79-607 country Club Seriauda Dunes, CA 345.9722 Name of Contractor and Job Foreman Business Address Telephone No. 551754 3055 Contractor's License No. City Business License No. . s Applicant's Insurance Company x Policy Numb"e"r # !e� FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 2,220.82 I Permit Fee 100.00 Penalty T ' Cash Deposit -Surety Bond if required TOTAL: $ 2020.82 Receipt No. Received by Date Recorded by J� r FEB 2 2 0909 PERMIT'VALIDATION PERMIT NO. *04 DATE APPROVED 2122/99 EXPIRATION DATE 2/22[00 DATE ISSUED 2/22/99 • ,. °' .ti BY .� Administrative Authority Telephone: (619) 777-7075 NOTE: With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class III DATE: Februtary 22, 1999 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION PGA West Tract 28444 (Street address or Description of Location) PURPOSE OF CONSTRUCTION Curb & nutter Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Install curb & frutter 1=n3r Wairkmf and Winged Foot SEE ATTACHED CONDITIONS. DIMENSION OF INSTALLATION OR REMOVAL See Man$, SEE APPROVED PLA17S. SIZE OF EXCAVATION, IF NEEDED See plans. APPROXIMATE TIME WHEN WORK WILL BEGIN 3/1/99 APPROXIMATE TIME OF COMPLETION 3/15199 ESTIMATED CONSTRUCTION COST $ 74.022.25 (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 j penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours .in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent Innovative Resort Cotmaunities 200 E. Wash. Ave. 'Escondido, CA (760) 839-8238 11 Name of Applicant (please print) Business Address Telephone No. Archuleta Concrete 79--607 Country Club Bermuda Dunes, CA 345-8722 Name of Contractor and Job Foreman Business Address Telephone No. 551754 3055 Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number 4 R� n FEES: Subdivision Improvement Permit — Class I I I 6 - v Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs FEB' 221999 Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 2,220•82 II Permit Fee 100.00 Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by $ 2,320.82 Date t 04 J tY (_ r- I, /,- (- , " r-29 v 4 �PERMIT6iVALIDATION PERMIT NO. 2104 s DATE APPROVED 2/22/99 EXPIRATION DATE 2/22/00 DATE ISSUED - 2/22/99 By Administrative Authgrity Recorded by Telephone: (619) 777-7075 OF---------- NOTE: •� g`` •� s With proper validation• this form constitutes.an CITY OF LA QUINTA encroachment permit 4 APPLICATION FOR PERMIT S PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) or 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 yZ Subdivision Improvement Permit —Class I I I r DATE: Minor Improvement Permit Class IV _ 49-r—T _ V4 -f- - LOCATION OF CONSTRUCTION . _ ' '(Street address or Description of Location) GdR� f � PURPOSE OF CONSTRUCTION . Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUC I N C 2 GU C n�-fi Ry�� ON^ "" �� FD`Vt• i./�Kf'1 .2 wy7 IOdT • .. DIMENSION OF,'INSTALLATION OR REMOVAL nJ a SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION '•�' -CONSTRUCTION a"� �— ESTIMATED COST $ (Including removal_of all obstruction, materials, and debris, backfilling,.com- paction and placing permanent resurfacing and/orreplacing improvements) In consideration.of the granting of this permit, the applicant hereby agrees to: - , Indemnify, -defend -and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all ' -- penalties, liabilities or loss resulting from claims, or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result. of any work'undertaken under the permit granted pursuant to this application. - Notify the Administrative Authority at least twenty-four. (24) hours in advance of the time when work will be started. - ' Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of ' La Quinte and to pay for any additional replacement necessary as the result of this work.' �frZ%E �Q.S��;^ �TT� k--'lG17kKii a re ppJAS%pt ql Ag�ntt Z(J[�j G4 .. _T;,v .0 c//�'T.v& pit Jyj /� 1 v � Name of Applicant (please print) 6 OBusiness fAddr4 CA V( elephone No. - • ' �If?c.Hd c..�H- Coy✓c��'�'LT � . owl.>rs �0 0 3�rf g�ZZ , . I Name of Contractor and Job Foreman TB slness Address Telephone No. 33 O S3' 1 S`f ' 3 0,97S— i / I 111111��� C7LI`��` Contractor's License No. L„Y City Business License No.IA o. Applicant's Insurance Company Policy Number . FEES: Subdivision Improvement Permit —'Class II I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs ` Minor Improvement Permit — Class IV: See attached schedule TIT4'� Inspection Fee $ • PERMIT _VALIDATION "Permit Fee Im PERMIT NO. I'• Penalty Cash Deposit=Surety Bond DATE APPROVED if required 2320 EXPIRATION DATE { TOTAL: $ • DATEISSUED Receipt No. By Received by Date Administrative Authority • _ Racnrrforl by 'rMe . - 1AIGN 777_7n7S Capstones Golf West, LLC The "Masters at PGA West,, , , Date: 2/20/99" .'SUBCONTRACTOR PAYMENT SCHEDULE { , ADDENDUM "All `SUBCONTRACTOR: .Commitment#: ARCHULETA.CONCRETE COMPANYi Job No.: 106-200 - - Cost Code: 20-155 , SCOPE OF WORK: Cost - CONTRACT. PREVIOUS THIS TOTAL Code quantity, Unit Price AMOUNT BILLINGS BILLING TO DATE Curbs and Gutters: 6" Wedge curb, and gutter 20-155 8,739 If g7.7 - ; .~467,727 6" curb only;. Type D. 20-155 840 If. .7.50. 6,300 ------------ "Note: Job is to be field measured CONTRACT AMOUNT: $74,027.25 upon completion and billed Less 10% Retention: :7,402.73 • according to agreed upon TOTAL, THIS BILLING:. $66,624.53 linear foot prices. n Contract is based on proposal dated: - December 8, 1998 Subcontractor shall bill'only for work completed at date of billing. To"ezpedite and ensure correct payment, please include an updated version of this payment schedule each time an invoice is submitted for payment. lncorrectly billed invoices without this form • • � N u. l . • and all required lien releases will be returned without payment processing. . F • . -rs • N y — • Builder's Initials Page 1 •of V., ' . Subcontractor's Initials The following General and Special Provisions are attached to and made a part of Permit No. GENERAL PROVISIONS The following shall always apply: ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes,work to be accomplished within City of La Quinta right of way -ONLY. Whenever construction; extends within private property, it is the responsibility, of. the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the,permittee prior to starting work. TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -faced street pads. ,All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing pavement is scarred, spalled, or�broken during the. term of this contract, or if the pavement is marred,' City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal cost as specified above. PROTECTION OF TRAFFIC: :All excavations and work areas shall be properly lighted .and barricaded as deemed necessary by the City. Engineer or•La Quinta City Public Works inspectors. Suitable detours and detour signs shall.be placed and maintained for the duration of the.project. The City shall be notified.24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES- Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary, to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept,free of debris at all times for proper drainage. RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better: All excess'material shall be removed, prior, to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately, after backfill: DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.. CLOSING STREETS: • No street shall be closed. A minimum of one lane of traffic shallbe 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 fo 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. L/ UTILTY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints 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: CR3' 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. I" 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. QR� PARKWAY GRADING: Area between the property line and top•of the proposed concrete curb shall be graded to a slope of 1/4 inch to one foot (1'). GRADE. CHECKING: City of La Quinta. shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer.. R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_feet) shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. R8 DRIVEWAYS:. A.C. driveway's 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. Rl SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the manufacturers specifications. COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State of City of La Quinta projects. 12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper project clearance. 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. R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of 95 percent shall be attained with the structural section of the roadway. R17 BACKFILL PLACEMENT: Backfill shall be applied. in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous. R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R19 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line. . One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class base shall be placed no later than days after completion of temporary road repair. R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. R23 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon completion of permanent repairs. R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be accomplished by a licensed,. bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compactedas specified in the following paragraph. Where is becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. . Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. SPECIAL CONDITION --PERMIT NO. 2904 --- Innovative Resort Communities 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. Innovative Resort Communities, 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 1 st to April 30: Monday -Friday 7:00 a.rn; to 5:30 p.m. Saturday 8:00 a.m. to.5:00 p.m. 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. 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 be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic -Signal Maintenance Department at (909) 275- .6894 if signal operation at the.iniersection is to be. altered_in any way. 6. Pursuant to Section 14.16.110_of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), 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. Page 1 of 3 Special Conditions' - Permit No. 29.04 SPECIAL CONDITIONS --PERMIT NO. 2904 --- Innovative Resort Communities --- 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 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 Pen-nittee 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 mithin City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the. City Engineer for the protection of the public.' Lengths of open trench shall not greatly exceed that which can not be backfilled in ,the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of 'excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length.of trench is completely covered by steel plating. 13. - All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed ' no later than seven (7) days after the completion of the work. Permanent pavement,shall be replaced.as required by the Public Works Department. 16. Permittee shall notify the City of La Quinta Public Works Department a minimum of 48 hours prior to commencement of any construction at (760) 777-7075. ' 17. Permittee shall stabilize, any soil that ,was disturbed (shoulder areas, etc.) as a result of work performed under this permit with an approved dust control treatment and provide continuous dust control measures as indicated in the Fugitive Dust Control Plan, if applicable. Special Conditions - Permit No. 2904 Page 2 of 3 SPECIAL CONDITIONS --PERMIT NO: 2904- ; --- Innovative Resort Communities --- 18. Pursuant to Chapter 1256 of the La Quinta Municipal'Code (Ordinance 10 § 1 (part), 1982).the City F. z lAk V � 1 OF TN AMENDMENT #1 ENCROACHMENT PERMIT #2904 This permit amendment allows the -roundabout bulb at the north end of Weiskopf Drive (centered,on Station 10+30) as depicted on the "Grading, Drainage & Paving Plan for Tract 28444", to'be constructed in phases. The first phase will leave the roundabout . bulb as a cul-de-sac per the attached 8'/2 x 11 drawing of the interim.improvement. The second phase, when the west leg of the roundabout is tied into the cul-de-sac, will be constructed by KSL,.or its assignee, Linless'otherwise approved by the City Council.• Prior to commencement of-construction_of the°second phase, as a condition of permit issuance, KSL or it assignee, will revise Sheet 3 of 9 of the "Grading, Drainage & Paving Plan for Tract 28444", to incorporate the curb elevation adjustments that were constructed'in the interim first phase and pay $100 for the plan revision. z It is further understood that no improvement bonds for Tract 28444 will be released by the City until all improvements required by the tract conditions of approval are constructed. f KSL Concurrence KSL has reviewed the"proposed phasing concept of the street improvements proposed by Innovative Communities as outlined in this Permit Amendment and concurs with the implementation concept described herein. KSL understands that a city staff level approval of this construction phasing concept- in no way confers future rights to d eliminat a west leg of Weiskopt North. Elimination of the west leg of Weiskopt North must' e e e City Council approval to be officially eliminated. 4/ �1' U,P, KSL Concurrence by Title: Date: Amendment Requested By: Amendm Authorized B �--� 6 g Ia Innovative Resort Communities Date of La uinta ate T:\PWDEPRSTAFF\SPEER\MEMOS\990608a.wpd . . .. � ,�ya.� � �. • 9855?ET� 48.51 •��!°.!` OF _•`; h� .. ,. � ' ► ►. wo r • � R� - � 486.12 .. • up 48.88 2� T� 486A5 TC 485.95 d, 486.19 TC 486.54 T �G 10+30.00 �C � 8666 TC � c � Q RCN RR5 1 � 91 C Q� SCALE, 1" =20% 30 � INTERIM PGA BLVD. 'ENTRANCE �� N MD.S CONSUL TING O HORSE DOKK;H SCHER 1. , k 0.0 - 79-799.01d Avenue 52 (760) 771-4013 Lo Quints, . CA EWUL 92253 FAX 771-4073 mdsloquinto®mdsconsulting.net O ..' i ... ., ,. U.. ... U. .. - June 8, 1999 Steve Speer ti City of La Quinta Public Works Department Dear Steve; I am writing to you to request that the city allow us totring the curb & gutter threw the intersection of Weiskopf Northat Weiskopf. We own the'property on Weiskopf at the turnaround, but we do not own Weiskopf North, KSL does. KSL plans on building Weiskopf North at a later date, at which time they will cut out the.above-mentioned curb. By allowing us to install the extra curb we will be able to complete our turnaround and keep proper drainage as well as the fact that we will be using this area for the entrance for our models. (see attached drawing) Thank you for your time and consideration. Sincerely, Michael D. Cusick Director of Operations Innovative Resort Communities 200 East Washington Ave. Suite 100 Escondido, CA. 92025 760/771-4252 200 E. Washington Ave., Suite 100 Escondido, CA'92025 Ph:(760) 839-8238 Fax: (760)839-824t ,gg Tune 8, 1999 Steve Speer City of La Quinta Public Works Department Dear Steve; I am writing to you to request that the city allow us to bring the curb & gutter threw the intersection of Weiskopf North at Weiskopf. We own the property on Weiskopf at the turnaround, but we do not own Weiskopf North, KSL does. KSL plans on building Weiskopf North at a later date, at which time they will cut out the above -mentioned curb. By allowing us to install the extra curb we will be able to complete our turnaround and keep proper drainage as well as the fact that we will be using this area for the entrance for our models. (see attached drawing) Thank you for your time and consideration. Sincerely, Michael D. Cusick Director of Operations Innovative Resort Communities 200 East Washington Ave. _ Suite 100 Escondido, CA. 92025 760/771-4252 ol2,19-Lfz69 r :2OO E. Washington Ave., Suite 100 Escondido, .CA 92025 Ph:(760) 839-8238 Fax: (760)839-8246 p.. 485s1 �0h AL 486. 2 w LIP 5188. 486.45 TC 485.95 E 486.19 TC s / 486.54 T 10+30.00 s co 866,E � • TC i �1 rn Q �G' .. .��- • ,1 �C Z• 52 �C • , . Q�s9 9 SCALE 1=20, INTERIM PGA BLVD. ENTRANCEN 'NO S. C O.N S Ut TING 0. MORSE DOKICH " SCHULTZ . 79-799 Old Avenue 52 . (760) 771-4013 �t'1.. . Lo Quints, CA 9225.3 FAX 771-4073 EMAIL mdslaquinta®mdsconsulting.net "ailyanspection Report No. Cityof La Qu.in. Contractor` y ` Sheet of . Supt. on Job Gl/CG2�i rt Date I t yVeather Temperature�°F Max .a - OF Min Proiect • Work •Hours to � /° Memos Issued Photos . Special Conditions, Delays, Changes' Accidents Damage e Sampling, Testing Visitors to Site Work Report (Work done, Personnel/Equipment working) f • j. By— • r Daily Inspection Report,No.. = City of La Quin Contractor LsCiLC'l� Supt. on Job Sheet l of o 1160 N+- Date 3 ``fir 9S Weather-r} ' Temperature°F Max °F Min Project to Memos Issued C� Work Hours -- Photos Special Conditions, Delays, Changes Accidents Damage , Sampling, Testing s ' Visitors to Site Work Report'(Work.done, PersonneUEquipment working)-17 l�2 s GRRni r conmucnon 'June 7; "1.999 compRny 1922E 21, t' Innovative Resorts Communities ;, F.,200 E. Washington,:Suite 100' .. La Quinta,.California Attention; Mike Cusick' • r - -�. _ �:--- Project: Masters at;PGA' West i a i f_.. is +� Subject' Caltrans Section 39, Asphalt Concrete Mix Design Submittal j 19.0•mm (3/4") Max Medium - PRODUCT CODE: T13A46MM a ' We intend to provide' 19 mm (3/4") asphalt concrete that conforms to the following criteria: •f r Sieve l X Val Caltrans Size 3/4 1/2" 3/8 Sand #1 Sand #2 Total (L of PG) Spec I Used 11 2f . .120 48 0 100 O. R'. . 1.5 100 _'100 '.100 100 100 100 1.0 - 100 100 100:> 100. 100.. 100 3/4, 85 100 f 100 100 98 95-100 1 /2" 35 78 100 100 88 d 3/8" 5 25 ,, 98 � .: -w100 73 1 65-80 No. 4 2 A-. 18 96 ` . - a 51 51(49-54) 46-56 No: 8' ` _ 2 �^ 5 78 39 39(36-40) 1 34-44 . No: 16 2---._E-_58_._. 28 No: 30 1 44 21 21(18-21) 16=26 No.50 28 13 No. 100 15 7 No.200 10 ; 4.8 3-8 PERCENT OIL: 5.0 % ' TYPE OF OIL: AR 4000 PLANT LOCATION: ' Indio, Ca AGGREGATE SOURCE`. - Indio, Ca: (91-33-0030) SAND EQUIVALENT: 55 STABILITY: 47 AIR AVOIDS: 4.1 % MAXIMUM. DENSITY: ? " 146.91bs/ft3 If there are any questions regarding this mix design, please contact the undersigned: Respectfully Submitted; _ w GRANITE CONSTRUCTION:CO R. Layne•Richins Quality Control Manager Southern California Region 38000 Monroe St. Indio, CA 92203 Phone 760/775-7500 FAX 760/775-8227 GRRniTE cornsmumon_ June 7,1999' commm 51922E Innovative Resorts Communities 200 E. Washington', Suite 100 La Quinta, California Attention: Mike.Cusick Project: Masters at PGA West La Quintal California Subject: Caltrans Section 30, Asphalt Concrete Mix Design Submittal 12.5.mm (1/2") Max Medium, Type A , PRODUCT CODE: T13A44MM We intend to provide 12.5 mm (1/2") asphalt concrete that conforms to the following criteria: Sieve X Val Caltrans Size . 3/4" 1/2" 3/8" Sand #1 Sand #2 , Total (L of PG) Spec % Used' 017 . 22 61 0 100 O. R. 1.5" 100 .100 100 100 100 -100 1.00 100"..., . 100- 100 3/4"11 100 100 100 100 100 1 /211 82 - 100 100 97 95-100 3/8"- 30, 100 100 88 80-95 No.4 4 20. .. 95. 63 63(59-66) 5868 2 .- 7.:' .78 49� 49(43=49) 44-54 No. -16 s 2 58' 36 No. 30 1. 44- 27=.. 27(22-27) 722-32 . . No. 50 28 17 No. 100' 15 9 No. 200' 9 5 3-8 PERCENT OIL: 5.5% TYPE OF OIL: AR 4000 PLANT LOCATION: Indio, Ca AGGREGATE SOURCE:. Indio, Ca. (91-33-0030) SAND EQUIVALENT: 55 STABILITY: 50 AIR VOIDS:. 4.0 MAXIMUM DENSITY: 145.1 lbs/f}3 If there are any questions regarding this mix design, please contact,the undersigned. Respectfully Submitted, GRANITE CONSTRUCTION CO R Layne Richins :. , Quality Control Manager Southern California Region 38000 Monroe St. Indio, CA 92203 Phone 760/775-7500 FAX 760/775-8227 June 7, 1999 Innovative Resorts Communities 200 E. Washington, Suite 100 La Quinta, California Attention: Mike Cusick Project: Masters at PGA West La Quinta, California Subject: Crushed Aggregate Base PRODUCT CODE: T23SASB2 Caltrans SS-1 Section 26 or SSPWC 200-2.2 We intend to provide crushed aggregate base that conforms to the following criteria: Size Sample Sample Sample Sample Total Caltrans SSPWC #1 #2 #3 #4 O. R. 1200-2.21 1.5" 100 100 100 100 100 .100 1.0" 100 100 100 100 100. 100 3/4" 95 96' 95 95 95 90-100 90-100 , 1%2"" 74" 74 77 75 75 3/8" 62 60 63 61 62 50-80 No.4 51 48 52 50 50 35-60 35-55 Nol: 35 33 35 37 35 No.16 28 28 31 29" 29 No.30 23 21 24 22 23 10-30 10-30 No. 50 17 13 14 14 15 " No." 100 11 9 9 9 10 No.200 6 4 5 5 5 2-9 2-9 PLANT LOCATION: Indio, Ca AGGREGATE SOURCE: Indio, Ca. (91-33-0030) SAND EQUIVALENT: 54 DURABILITY INDEX:. 42 R — VALUE: 84 MAXIMUM DENSITY: 136.8 LBS/FT3 If there are any questions regarding this mix design, please contact the undersigned. Respectfully Submitted, GRANT CONSTRUCTi O R. Layne"Richins" Quality Control Manager,, GRRnI"m conmucmon company 51E 922 Southern California Region 38000 Monroe St. Indio, CA 92203 Phone 760/775-7500 FAX 760/775-8227 PUNCH LIST Uu No. Project /Ywv19 i AAA %?�sUrr No. 7 a1�4�� � of , �. , (� Dow insper on vne conducted at above project by o'clock this date. I REPRESENTATION ` CONTRACTOR -OWNER ENGINEER Contractor: Project Mgr/Engr. Owner: Resident Project Rep. The following items•are to be corrected or completed to comply with the cootrect.doeumenes: - —- 3.. Residenrt "set Rep►eeentathre 4. ,File,. L ■ M.N•Pt ♦ ..--nr w -1 i -- -� - �.. ..-j.y;hr+• .y-� -. .. • r -.. - • -. 5.. - - 1' .. 1 ' y , I 1 I -11 • �,,� o, , Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714), 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 F Date 03 S'' 7 i Job No. ,S�aa'&417 FIELD MEMO Project Name E �aioe,� nR^iion Client: Site Address 96-A LA brI--- -V--) Y .:.w,e..S P'Ie, Job Phone Work Done �— c,►�r ��ro r7 'few- o r, Ct,,r a focj C, Test Summary / Footings Inspected Test No. Location / Elev. Dry Density Moist % % Relative Compaction Ref. Max pqf Moist % w3 /doh 7s p Coo v3 3y t omments it � ? at 10 sC!` Cis + ) -.-� t 1 l s 17 OJ e_ N©+- "rc-a yet{ -.a- OV4- C�� x/eXk wt@�C 6 d o Field T`e�cli. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity.to be of service. .'j.•^i�,(�1�}�"'N�}j �l�''iT�F?�.`+'*-1r/'•N-,�.. �f ��� .y�__�"„'7ZT��Pr•-,RQ.�lt�1{^�'aKb4}n�P.�,r'^I��►!isC9i.,h',��c���•ixJ'i'ri"`�{��R»VfF'-:�:^'�T4 nSl�dden Engineering 6782'Stanton Ave., Suite E, Buena Park, CA.90621 (562)'864-4121 (714) 523-0952 Fax•(714),523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772--3895 >:: ;.... Date <!2 Job No. -CaP p'// FIELD MEMO ` 'Project Name f �,f— IN't4r. t %1ec4.'an Client: Site Address bl vtx,yw's Rae_. Job Phone Work Done Y Test Summary / Footings Inspected Test No. Location Elev. Dry Density Moist o /o % Relative Compaction Ref. Max . pcf Moist 0 /o Lew re, l L r ro Comments r � / �� i� ; c Pia -1 ✓ % 'T•14f i+ r,- fop 1-e f 41 sh cPc� ccc.,o1 hrro�c h gig/, ,�5�" 1 L;40 C / Field Tee; :. Super. or Agent 24 hour notice 'requested to'schedule FieldiTechnician:i.<Thank,you for the opportunity to be of service. a : t 'JZ'Y.11'W? •• `4fiMi", k[4A �'lA+'!.��Y.