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4267
NOTE: ' ' I- -� With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA ' APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit— Class III DATE: 10-15-2004 Minor Improvement Permit Class IV SouthlEast Corner of Washington and Miles LOCATION OF CONSTRUCTION Centere Point PM 31116 F (Street address or Description of Location) PURPOSE OF CONSTRUCTION Hotel (See Plans) Sketch (attach• construction plans if appropriate) 44 1 1 -•m n I u r,)T%: i-, DESCRIPTION OF CONSTRUCTION (q ��- �j & and ralu and Clear and Grub C� ih.(1AiC,1^ VGCX.1 ^C, O�\2 J ./ �5�) J DIMENSION OF INSTALLATION OR REMOVAL 40.0 acres SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN SiteworR 11/ /04 & Hotel 12/01/04 APPROXIMATE TIME OF COMPLETION -See PK10 Plans. 1144 ESTIMATED CONSTRUCTION COST $ 838,755 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend, and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in,advance of /thetimewhen work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permid 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. I Signature"of Applicant or Agent Jeff Hall 44-139 Monterey Avenue, Pala Desert, CA 92260 760-340-6161 Name of Applicant (please print) Business Address . Telephone No. A/ T�r rn '74n 1rn car_t -' Name of Contractor and JobForemanBusiness Address V Telephone No. 210639 10989 Contractor's License No. City Business License No. Liberty Mutudl RG2-625-091880-014 Applicant's)nsurance Company Policy Number FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction c Private improvements: 3% of estimated construction - Minor Improvement Permit — Class IV:•See attached.sch Inspection Fee Permit Fee PenaltyAS BUILT Cash Deposit -Surety Bond if required TOTAL: Receipt No. $ 25.160.00 100.00 f 1 nno _ DD $ 26,260.00 Received by Date �r1 uts lits - --- - — Mli CE-C 2.21 !tlule- �' u 4267 .�_ . -_. _ • • L! ' L L_ ` ' • PERMIT VALIDATION PERMIT NO. A9A7 DATE APPROVED 11-08-04 EXPIRATION DATE11-08-05 DATE ISSLIEND( �,/ R By hN k �yI � h'k". — Administrative Authority Recorded by Telephone: (760) 777-7075 f/ VVith,'p per validation ! this form constitutes an encroachment permit CITY OF LA QUINTA j' APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) y 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]I I DATE: 10-1$-2004 Minor Improvement Permit Class IV _ LOCATION OF CONSTRUCTION South%ast Corner of Washington and Miles Centere Point PM 31116 (Street address oe Description of Location) PURPOSE OF CONSTRUCTION Hotel (See Plans) �fi'tt 11 f'lt Sketch (attach -construction plans if appropriate) DESCRIPTION OF CONSTRUCTION �ry ,!! ana FRIG aztd Clear and Grub !"»oP-,V k (_,1 i . A , ^G, DIMENSION OF INSTALLATION OR REMOVAL 4a.0 ecras SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN b teWOrtc 11 t U4 6 Hotel 12/01/04 APPROXIMATE TIME OF COMPLETION .''ee rV11U Fl.ans ESTIMATED CONSTRUCTION COST $ 63811}5 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend• and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the/time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result ofitb work. . / Signatufe of Applicant or Agent Jeff Hall 44-139 Monterey Avenue, Palm Desert, CA 92260 760-340-6161 Name of Applicant (please print) Business Address Telephone No. Air^ . 0�1" etn� 74nlAn 6191 Name of Contractor and Job Foreman Business Address TelephonerINo. 210639 10989 Contractor's License No. City Business License No. Liberty Mutual RG2-625-091880-014 Applicant's Insurance Company # Policy Number FEES: Subdivision Improvement Permit — Class II I Public improvements: 3% of estimated constructior Private improvements: 3% of estimated constructio Minor Improvement Permit — Class IV: See attached s, Inspection Fee $' ' 25,160.-W 100.00 `Pe`rmit Fee PenaltyAS BUILT 1000.00 Cash Deposit -Surety Bond if required TOTAL: $ 26,260.00 Receipt No Received by Date Recorded by J L,.I 1J le L�C t .. 4267 _trISED� s) PERMIT VALIDATION PERMIT NO. 4767 11-08-04 DATE APPROVED EXPIRATION DATE 11-08-05 DATE ISSUED / By ti ` Administrative Authority Telephone: (760) 777-7075 ` City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4267 . 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 ('A") 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 '/_") 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. Citv 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 (1q00') 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 (6) 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. ❑ R18 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. PERMIT NO.4267 Centre Pointe / Rough.Grading & PM10 / Parcel No. 31116 In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed'in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Turner Construction Company, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Prior to performing construction work or closing any lanes, the permittee shall call the City at (760) 777-7089 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 4. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris; the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. 5. This permit or copy of it shall be on the work site for inspection during the actual work performed. 6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 7. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 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 8:00 a.m. Work within 500 feet of a signalized intersection shall be performed -between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way. Special Conditions Page 1 of 5 1 PERMIT NO.4267 Centre Pointe / Rough Grading & PM10 / Parcel No. 31116 9. 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. 1.0. 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 Q) 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. 11. 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. 12. 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. 13. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. 'When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the. City Inspector and the resulting excavation backfilled with pipe bedding material. B. . Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the. project and ensured prior to use of the materials through progress testing on the stockpiles. Special Conditions Page 2 of 5 PERMIT NO.4267 Centre Pointe / Rough Grading & PM10 / Parcel No. 31116 C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 14. 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. 15. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 16. Access and egress to all local properties shall be maintained at all times. 17. 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 replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. Special Conditions Page 3 of 5 PERMIT NO.4267 Centre Pointe / Rough Grading & PM10 / Parcel No. 31116 B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2A of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved '/4" max medium asphalt concrete as the base course lift and a City approved''/z" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench.saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall.not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 18. 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. Special Conditions Page 4 of 5 PERMIT NO.4267 Centre Pointe / Rough Grading. & PM10 / Parcel No. 31116 19. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 2L 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. 22. If it is the intent of the permittee to 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. Special Conditions Page 5 of 5 GRADING PRELIMINARY COST ESTIMATE CENTRE POINTE MSA JOB #1612 October 12, 2004 CENTRE POINTE Residential and Commercial Development Southwest Corner of Miles Avenue and Washington in La Quinta, CA PRELIMINARY GRADING COST ESTIMATE GRADING DESCRIPTIONt:,",� '_{��, �t wl1NITsQUANTITI( UNIT, COSTS Y�TO,TAL COST ; ��nY• '� C. - �'�fr� + z.'7 Fi+F '�SF i AY -. F f'%�n r " :R`E 7�... - Mobilization LS 1 15,000.00 $15,000 Clear and Grub AC 47 •250.00 $11,750 Prewater AC 47 500.00 $23,500 Mass Grading CY 302,372 0.95 $287,253 Over -Excavation CY 27,618. 1.00 $27,618 Precise Grading SF 2,030,762 0.05 $101,538 PM-10 Mitigation/Stabilization AC 47 3,500.00 $164,500 Totals;On�'�ite�G�adin �',�«, z��:.r ��4>,;, � ,, �.��-��- � ` �- � < �s � f:•�- ;.� -�. ,. � t f Assumptions: 1 All grading related cost are based on phone interviews with grading contractor and similar type work done in the area. 2 Mobilization charges vary subject to project size, type and project timelines: 3 Clearing and Grubbing charges subject to actual conditions on the site. 4 Prewater charges vary based on actual soil conditions. Estimates are assumptions only and are not based on a soils report. 5 Mass Grading charges assumes a balanced site. 6 Rough Grading Plan has not been approved and quantities are subject to change. 7 Shrinkage of 25% based on soils report. 8 Subsidence of 0.2 based on soils report. 9 Entire site is Rough Graded. 10 Over -Excavating assumes an Over -Ex of 2' to 3'. 11 Precise Grade the entire site. 12 PM-10 costs vary greatly depending on site conditions and weather conditions. 13 Cost of water not included. 14 Off -Site Grading is minimal and is included with the On -Site cost estimate. 15 MSA Consulting Inc. makes no representation concerning the estimated quantities and cost figures other than that all such figures are estimates only and the Engineer shall not be responsible for fluctuations in cost factors or the actual cost at the time of construction. 4 NO.43880 � � lo•3bof � �ZOF CA0 R:\Documentskl.612\C6st:Estimates\jpf Preliminary Grading Cost Estimate 10-12-04.xls Page 1 of 1 GRADING PRELIMINARY COST ESTIMATE CENTRE POINTE MSA JOB #1612 October 12, 2004 CENTRE-POINTE Residential and Commercial Development Southwest Corner of Miles Avenue and Washington in La Quinta, CA PRELIMINARY GRADING COST ESTIMATE GRADING DESCRIPTION ;„ "` '- $ UNITS" 'QUANTITY UNIT COST- ; ; TOTAL COST,:.. Mobilization LS 1 15,000.00 $15,000 Clear and Grub AC 47 250.00 $11,750 Prewater AC 47 500.00 $23,500 Mass Grading CY 302,372 0.95 $287,253 Over -Excavation CY 27,618 1.00 $27,618 Precise Grading SF 2,030,762 0.05 $101,538 PM-10 Mitigation/Stabilization AC 47 3,500.00 $164,500 Total On -Site Gradin - ss .s.r". $631,160 Assumptions: 1 All grading related cost are based on phone interviews with grading contractor and similar type work done in the area. 2 Mobilization charges vary subject to project size, type and project timelines. 3 Clearing and Grubbing charges subject to actual conditions on the site. 4 Prewater charges vary based on actual soil conditions. Estimates are assumptions only and are not based on a soils report. 5 Mass Grading charges assumes a balanced site. 6 Rough Grading Plan has not been approved- and quantities are subject to change. 7 Shrinkage of 25% based on soils report. 8 Subsidence of 0.2 based on soils report. 9 Entire site is Rough Graded. 10 Over -Excavating assumes an Over -Ex of 2' to 3'. 11 Precise Grade the entire site. 12 PM-10 costs vary greatly depending on site conditions and weather conditions. 13 Cost of water not included. 14 Off -Site Grading is minimal and is included with the On -Site cost estimate. 15 MSA Consulting Inc. makes no representation concerning the estimated quantities and cost figures'other than that all such figures are estimates only and the Engineer shall not be responsible for fluctuations in cost factors or the actual cost at the time of construction. ��pFESS/Q\ /Jv G�a,r r NO. 43880 OF CA0 R:\Documents\1612\Cost Estimates\jpf Preliminary Grading Cost Estimate 10-12-04.xis Page 1 of 1 (H.L4 PLANNING M UVIL t,NGINEERING ■ LAND SURVEYING Letter of Transmittal Date: October 12, 2004 Via: Hand Delivered Job #: 1612 "CEIVED To: David Eames OCT 18 2004 BERRYMAN & HENIGAR PUBLIC WORKS 2001 East First Street Santa Ana, California 92705 From: Paul Sepulveda Re: Rough Grading Plans Submittal for Approval PCN04078 Project: Centre Pointe Parcel Map No. 31116 CC: (Paul GoblC, Anthony Colarossi, Francis Wong, Dick Oliphant ❑ Urgent ® For Review ❑ Please Comment ® As Requested ❑ Other GTY. ITEM 2 sets Rough Grading Plans (Prints) 1 Copy Hydrology Report 2 Copies Grading Preliminary Cost Estimate 10/12/04 • Comments: David — As a result of your meeting with Troy Clement yesterday we are forwarding the requested revised Rough Grading Plans, Hydrology Report and Cost Estimate for final recommendation for approval. Please contact us if you have any questions. v7� 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CALIFORNIA ■ 92270 760.320-9811 0 760.323-7893 fax ■ www.MSACONSULTINGINC.COM R PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING ID' Letter of Transmittal Date: October 12, 2004 Via: Hand Delivered Job #: 1612 RECEIVED To: David Eames OCT 18 2004 BERRYMAN & HENIGAR PUBLIC WORKS 2001 East First Street Santa Ana, California 92705 From: Paul Sepulveda Re: Rough Grading Plans Submittal for Approval PCN04078 Project- Centre Pointe Parcel Map No. 31116 CC: Paul Goble, Anthony_Colarossi; Francis Wong, Dick Oliphant ❑ Urgent ® For Review ❑ Please Comment ® As Requested ❑ Other QTY. ITEM 2 sets Rough Grading Plans (Prints) 1 Copy Hydrology Report 2 Copies Grading Preliminary Cost Estimate 10/12/04 • Comments: David — As a result of your meeting with Troy Clement yesterday we are forwarding the requested revised Rough Grading Plans, Hydrology Report and Cost Estimate for final recommendation for approval. Please contact us if you have any questions. 34200 BOB Hopf DRIVE ■ RANCHO MIRAGE ■ CALIFORNIA ■ 92270 760.320-9811 0 760.323-7893 fax ■ www.MSACONSULTINGINC.COM W. GRADING PRELIMINARY COST ESTIMATE CENTRE POINTE MSA JOB #1612 October 12, 2004 CENTRE POINTE Residential and Commercial Development Southwest Corner of Miles Avenue and Washington in La Quinta, CA PRELIMINARY GRADING COST ESTIMATE GRADING DESCRIPTION ', UNIT -, QUANTITY :R UNIT COST; .. ; ,TOTAL COST. GRADING.. � _• _ - - _ , Mobilization~ LS 1y 15,000.00 • $15,000 Clear and Grub AC 47 250.00 $11,750 Prewater AC 47 500.00 $23,500 Mass Grading CY 302,372 0.95 $287,253 Over -Excavation CY 27,618 1.00 $27,618 Precise Grading SF 2,030,762 0.05 $101,538 PM-10 Mitigation/Stabilization AC 47 3,500.00 $164,500 Total On -Site Gradin .', ' . - $631;160 Assumptions: 1 All grading related cost are based on phone interviews with grading contractor and similar type work done in the area. 2 Mobilization charges vary subject to project size, type and project timelines. 3 Clearing and Grubbing charges subject to actual conditions on the site. 4 Prewater charges vary based on actual soil conditions. Estimates are assumptions only and are not based on a soils report. 5 Mass Grading charges assumes a balanced site. 6 Rough Grading Plan has not been approved and quantities are subject to change. 7 Shrinkage of 25% based on soils report. 8 Subsidence of 0.2 based on soils report. 9 Entire site is Rough Graded. 10 Over -Excavating assumes an Over -Ex of 2' to 3'. 11 Precise Grade the entire site. 12 PM-10 costs vary greatly depending on site conditions and weather conditions. 13 Cost of water not included. 14 Off -Site Grading is minimal and is included with the On -Site cost estimate. 15 MSA Consulting Inc. makes no representation concerning the estimated quantities and cost figures other than that all such figures are estimates only and the Engineer shall not be responsible for fluctuations in cost factors or the actual cost at the time of construction. i�of IrSS/0 N®.43880 7 -011' &'36-05- �l9lf ,CAI O�r� R:\Documents\1612\Cost Estimates\jpf Preliminary Grading Cost Estimate 10-12-04.xls Page 1 of 1 ^NOV-r4 04 10:06 FROM-a&a OC7.28.2OC4 a:28PM YEAGER 3KANSKA INC. F,favosal +T146697320 T-278 P.003/003 F-448 NO. 754G '. dao Descriptlen: GENTi1E PT • LA QLgWA Proposal Date: 1t]iZElLOOv Time. 05V. &00P Fmrm VE7AMERSKA XA INM 0umdtY Ulm urdt POW TdE71 Prtca SIa IIHM Nr MbU 6'id ItAm D9So, or-n I'Dwo l g 40.6D0-DD 48,000,00 MOPOL12ATIONI z DEVSLOP GONST WATT 1.0000 LS 90,005.00 m.ow.00 46.0000 AO 54D.00 24440.00 e CLEAR & sue OVM EXCAVATION 70.00.0000 CY 1.2` 66.010.00 5 MASS p(CAVATION 207,300.000 cY . 1.22 SS0,e06.00 g RNM4 GRADE t.0000 L9 145,000.00 145,800.00 T� EROBiON ccWPOL 1.t]000 LS 8's,ODO.OD OOAO NoiImr OZZ-� E00/f00'd PZZ-J OZEl699g11t BIB-NO84 IO'-Et VO-K-00 NOV-0,4-04 10:06 FROM-6a OCT. 28, 2004 4:27PH YEASER SKARSKA INC, ��Yeager sICMsV4A OCTOBER 28, 2004 TURNER CONSTRUCTION CO. 400 GXC-IANGE, #F250 1RVINE, CA 52602 ATTN; TED HURDLER RE CENTRE POINT -MASS EXCAVATION LA OUINTA, CA PROPOSAL QUALIFICATIONS: +7146697320 T-278 ' P.002/003 F-448 NO. 7S4E P. 1. BID INCLUDES LISTED ITEMS ONLY. 2. BID EXCLUDES: A. ENGINEERING, INSPECTIONS AND PERMIT FEES B. SOIL TESTING C. REMOVAL., RELOCATION AND ADJUSTMENT OF EXISTING UTILITIES D. COST OF SON E. PERMANENT EROSION CONTROL F. STORM DRAIN PIPE 8 STRUCTURES G. PERMANENT EROSION CONTROL H. EARTHEN BERM (DETAIL C) I. CONCFtETE CHANNEL LINING AND EXCAVATION 3. BID BASED ON ONE MOVE ONLY, 4. OWNER TO PROVIDE SUFFICIENT SUPPLY OF CONSTRUCTION WATER AT CONSTRUCTION SITE BOUNDARY, CONTRACTOR TO APPLY WATER. BID INCLUDES THE COST TO PURCHASE CONSTRUCTION WATER. 5. BID BASED ON UNAPPROVED PLANS PROVIDED BYTFIE OWNER AND DESIGNED BY M S A CONSULTANTS DATED SEPT. 17, 2004 FOR CENTRE'POINT. BID WILL BE REVISED UPON RECEIPT OF APPROVED PLANS AND SOILS REPORT. 6. DID BASED ON SITE TO BALANCE, NO IMPORT OR EXPORT OF FILL MATERIAL AN ON SITE BALANCE AREA WILL. BE AGREED UPON BY YEAGER CONSTRUCTION AND THE OWNER PRIOR TO START OF CONSTRUCTION. 7. WET MATERIAL THAT CAN NOT BE HANDLED WITH STANDARD PRODUCTION EARTH MOVING EQUIPMENT WILL. BE PROCESSED AT YEAGER'S CURRENT LABOR AND EQUIPMENT RENTAL RATES. S. BID FIRM THROUGH 6130/22005. INCREASES IN MATERIAL AND LABOR COSTS DEYOND 6/SO1200S SHALL BE PASSED ON TO OWNER. 9. STREETS AND CONTOUR AREAS ARE TO BE GRADED TO +i- .2'. PADS ARE TO BE GRADED TO +/- .1' AND SLOPES ARE TO BE GRADED TO a/- _S'_ 10, TEMPORARY EROSION CONTROL INCLUDES; SILT PENCE AROUND THE SITE BOUNDARY, THE INSTALLATION OF A CONSTRUCTION ENTRY=IT AND THE COST FOR A WATER TRUCK DESIGNATED FOR DUST CONTROL ONLY FOR THE LENGTH OF THE JOB DURING NORMAL WORKING HOURS ONLY. 11, YEAGER WILL BE RESPONSIBLE FOR DUST CONTROL. 0UF1►NG NORMAL WORKING HOURS ONLY. TIM REYNOLDS, E ATOR 6ZZ-1 E00/200"d PZZ-1 oZU699vll+ E73-moll 0011 70-62-170 CRM TECH 4472 Orange Street Riverside, CA 92501 November 4, 2004 Richard Jacobs Centre Pointe Development La Quinta, LLC Equity Direction, Inc. 77-564 Country Club Drive Palm Desert, CA 92211 SCOPE OF WORK AND COST PROPOSAL Archaeological Monitoring Program The Centre Pointe Project In the City of La Quinta, Riverside County California At the request of Richard Jacobs of Centre Pointe Development La Quinta, LLC - Equity Direction, Inc. ("Client"), CRM TECH is submitting this cost proposal and scope of work concerning archaeological monitoring during earth -moving at the proposed Centre Pointe site located at the southeast corner of the intersection of Miles Avenue and Washington Street in the City of La Quinta, Riverside County, California. The monitoring is required by the City of La Quinta (Lead Agency) and will be performed under provisions of the California Environmental Quality Act (CEQA). Scope of Work The Client requests that excavation and/or other earth -moving operations on the subject property be monitored by a qualified archaeologist as per City requirement. In order to satisfy the Client's needs, CRM TECH proposes to accomplish the following tasks: 1. Provide on -site monitoring during clearing, grubbing, grading, trenching and/or other earth -moving operations; if cultural resources are encountered while monitoring, the archaeologist shall have the power to temporarily halt or divert work in that area until the finds are recovered; 2. Identify, record, recover and evaluate all subsurface artifacts, features, or sites discovered during monitoring, if any; 3. Catalogue and analyze all artifacts recovered during monitoring, if any, and arrange for their permanent curation at an appropriate facility; 4. Consult with Native American representatives and/or local historical societies in the event of significant archaeological findings; 5. Complete site record(s) or site record updates and submit them to the Eastern Information Center at UCR; 6. Analyze and interpret the data and prepare a final report to document the results of the procedures of the monitoring program. Cost Proposal CRM TECH proposes to complete the tasks listed above at a flat rate of $55 per hour for the lead archaeologist and $40 per hour for additional personnel if needed. Hours beyond eight per day and/or forty per week will be billed at an overtime rate of $80 per hour for the lead Tel: 951 784 3051 Fax: 951 784 2987 Cell: 909 376 7843 archaeologist and $60 per hour for additional personnel. As a rule of thumb, one archaeologist can safely and effectively monitor six scrapers if they are working in the same area. If more than six scrapers are used, or if earth -moving is occurring at separate locations, additional monitors may be needed. If unexpectedly important finds are uncovered, additional personnel may be required to salvage the items with a minimum of delay to the project. In addition to the time spent in the field monitoring the earth -moving, time and effort are also needed to process and catalogue all recovered artifacts, if any (item # 3, above), complete site records and/or site record updates if artifacts are found (item # 5, above), and analyze and interpret the data and prepare a final report for the project (item # 6, above). The extent of these efforts depends mostly on the number and type of cultural resources found during monitoring and can not be predicted, but will be discussed with the client. These tasks will also be billed at a flat rate of $55 per hour. It is understood, therefore, that the full amount of the archaeological monitoring program, as outlined above, depends on the number of days of monitoring earth -moving activities and the amount of time needed to catalogue and analyze the finds, if any, and write the report. Finally, upon completion of the final report, the Client will be presented with options, and their costs, for the curation of the recovered artifacts. Note: if a buried archaeological site is exposed during grading that requires an extended mitigation effort, such an effort would require a new proposal for mitigating the impacts to the resource, including a new scope of work and budget. Payment Schedule Invoices for completed services will be submitted monthly. Project Schedule A one -week notice prior to starting the rough grading would be appreciated, but no less than two (2) days is required. Co-ordination of project schedules should be made with Michael Hogan in the CRM TECH office!" Agreement If the Client agrees to the terms and conditions of this proposal, an authorized signature below will constitute a contract and an agreement to proceed. Alternatively, this document can be incorporated into a subconsultant agreement. Submitted by: Michael Hogan CRM TECH 2 Centre Pointe Monitoring . CIA Agreed to: Print name and title Signature A+ Centre Pointe Monitoring Date 10/13/2004 WED 12:07 FAX 760 777 7155 City of La Quinta Pub.Wk R002/002 PUBLIC WORKSOMPARTMEN'I`-..--.. APPLICATION FOR PERMIT Date: OcWpe.r 15, '4004 Location of Construction: S E C.orinle.-r 0 Q Wc.slnV V, I Quo Ao +t-4-, e.Ms.rnheA �SA4- N�i Pu�seofConstruction: re o� site..wov-k (,-nSkrve..�u o w "I 1 Ara h flu vh,k wo Oak S U f; •in c k4 n 1: e. l L Sig F Description of Construction: _rv1a s s trtreadt � vtG i s � S; L e . : v,s a It 4 a Se jNe t_% _ trJn_u r•.—el P--.- .2—L.ow I+_.-.4. Dimension of Installation or Removal: y 6,6G LY-c S Approximate Construction Start Date: t t 1 t 1 too 4 ko kti t tZ 1 t (� c gLj Approximate Construction Completion Date: Estimated Construction Cost: S' F 3'9. 7 S S Estimated Construction Cost shall include the temovul of all bsbuctions, materials, and debris, back -filling, compaction and placing permanent trsurfaciug and or replacing improvements ' Contact Name: TVA "All Phone Number. -11 •W 1 a 31- l QOi Name of Applicant: 3'e V 14 11 Applicant Address: Li 4 t `3 9 MO •4-e-re y (Avt. �r -% 0e s e v- 4- C. A I ao Applicant Telephone Number: `t Go( 340-6161 a r 1141 66 9---7-530 1 Name of Contractor:.. Turw er �' Contractor Address: -.44-tvj movtitrty Avenue- SQWt r_ fat Uok .tj CA Contractor Telephone Number. 7 bo 1 3 4 Contractor State License Number: a A u (639 Contractor City Business License Number. 1 O q $9 ► A COPY OF'fglE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED-4 Applicant or Contractor General Liability Insurance Company. L; Applicant or Contractor General Liability Insurance Policy Number: R&4.-Gas--©91$'bo - 0 1 H Office Use Only: I-spoctionFee: 2-5 160, J Perinit fee: ' As-Huill Deposit Dust Control Deposit Sce. U�r Credit Amount �7 ` TOTAL Ov Office Use Only: Assigned Permit Number. ApprovalDate: Expiration Data Issue DatC _ Administrative Authority: I(f/.I 'Vz 20041.1.58PM1 76TURNER CONSTRUCTIONA Quinta MD-wx NO.2046 P. 20uciuuc •''•+-n"-'=� is .;:Z• �:f'": '� !�,'..' �l• .,f� r"' •:i.•'-4" PUBLIC WORfK'SPAR7M1�T---' APPLICATION FOR PERMff • Date: 0C'jgjqf =r Location of Construction: I Purpose of Constriction: Description of Construction: Dimension of Installation or Removal: LI b, 4 i-Se Approximate Construction Start Date: 4: �sv 4e i zee y z ► as Appcdximate Construction Completion Date: e 1 Esdmted Construction Cost: $ _ �5 3g 5 5 F.s6�atedCom4u�an coa*A bduda d3evmo.a1 ot`aA atrucdona.,o�e�;res, aaddc�sis, bactc�fumg, oompucoon aad P10cw6Pit stadaMbAW1MMvU9Mts CotwEactName: St� - -A1 Phone Numberfl Name of Applicant: St V � 11Applicant Address: Lt 4 • ► 3 Mutx 1'c ry Applicant ss: Telephone Number; 7 (so 3 *t o- w 61 e rt-f b 6 q- ti 33 b Name of Contractor . `C rw er o �ns�wac.•� � Contractor Addre•-tli M r �vt �' CA Contractor Telephone Number. o� Contractor state•LicenseNumber: a t o 1639 Contractor City Business License Number. t O ► A COPY OF THE„ C-MTa --T- EMb NCE CifRT CATE 14tiTS'r BE PROVIDED ,Applicant or Contractor General Liability lnsuraucC Company: later mUAI&M \ Applicant or Contractor General Liability Insurance Policy Number: Lr'N ba5"091 S-b4 - O 1`'i 0mce Use OQIy'. cv-A-ia x 3% ,pnF` 25 160, D J pa+wt Px. 1 fl 0, O J ws.Euit� - l ®0 � . � •� . ' IkposiC� Dud conUol crsaic � • A�o+mt 'roTAL FEE'DUE: Z G Z60. O u ofie a Use one Adgied remtit xu=bcr. Z 6� ApproNg V%w! rvi—lion n 11 Issua rat= Adminisvanv. Audnooty: NOV, 5.2004 1:58PM � w , Tunm FAX TURNER CONSTRUCTION NO.2046 P. 1 To:P I rSi- �•Tumm coa err 44d39 Ma 2cM AV w. Suits :01 �:`70•��77-•-► 5 p� 34.E - p6�ooe (?6� 340.6 i61 tic (760)344ba t i Dates d Nwnber of Ngcs Qnludias this cow sh"O Not=