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4093
NOTE: ' With prolper 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 II I Y DATE:_ >P'8bruary 18. 2004 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Tract 313.49, Fountain View Country Club (Street address or Description of Location) PURPOSE OF CONSTRUCTION On—elte street b storm drain Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Construct stoma drains *See Attached Special. Conditions* concrete curbs and asphalt pavement . 1) DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN February 17, 2004 Prior to unique construction, unique contractor information is required. Please call. the Public Works Dept. at (760) ZV4--7"?. 2)P5Na. APPROXIMATE TIME OF COMPLETION February 28. 2005 ESTIMATED CONSTRUCTION COST $ 1,238,875 (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: FEB 2 3 1004 CITY OF LA QUINTA Indemnify, defend• and save the City, its authorized agents, officers, representatives and employees; hhFaale69-€__U=iAAj;�- 2Qd.2"' 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 swwork. j Signature of Applicant or Agent -Toll Bros., Inc. 50-400 Jefferson St.. Ltd 92253 (760) 564-9930 Name of Applicant (please print) Business Address Telephone No. Varies a Sae Special Conditions Name of Contractor and Job Foreman Business Address Telephone No. 03832 Contractor's License No. City Business License No. Lit&rty Mutual Fire Insurance Company RG2621004723022TD7 Applicant's Insurance Company Policy Number -on se n 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 $ 34,778.00 •,� h '`F '�� Permit Fee 100.00 P" alty (As --Built) 10000.00 Cash Deposit -Surety Bond if required (Credit) (15,750.00) TOTAL: $ 20.128.00 Receipt No. Received by Date Recorded by -� '' 4093 4 PERMIT VALIDATION PERMIT NO. 4093 DATE APPROVED February 18, 2004 EXPIRATION DATE February 28, 2005 DATE ISSUED 2 By Administrative Authority Telephone:. (760) 777-7075 Lpi�LUNf.7q,C ' PUBLIC WORKS.DEPARTMENif S� 9w5 APPLICATION FOR PERMI'I'r y E OF Tl Name of Applicant: (ZoS, C1 Applicant Address: S •- ' F F S —ME 0-7 10M Applicant Telephone Number: ` S p . p s_k - Z Name of Contractor:yco_c; e,5 5ee SDec-iw\ Contractor Address: Contractor Telephone Number: Contractor State License Number: , Contractor City Business License Number: I licant r Contractor General Liability Insurance Company: i. «i 2 c Co �� Pf� licant or Contra for General Liability Insurance Policy Number: f 6Z(oZico4ILSO UTo7 Office Use Only: Inspection Fee: q,777�%78.J Permit Fee: As -Built Deposit: )0 07 , D J Dust Control Deposit: iJ Pc Credit Amount: Z-1 15,7 SO,J J FEE DUE: TOTAL Office Use Only: Assigned Permit Number: Approval Date: Expiration Date: Issue Date: ' Administrative Authority 1\-�) 7CSd,� yea.! �C1 c�l, 1 G1 .,.1c+; �-5,,,, p can l � ��-�-01��, o� . '----�- { ,, U � , _ i � �' ` , � � � - , .. , v [ i � ' �. � ti, ` r - ,. � r � Y F � Y J � � � .. � � ' � � - i .. � � w + � i _ ` t +T ' .. ,. r .. k - . � - _ i. _ � ,.. MDS CONSULTING PLANNING, ENGINEERING,,SURVEYING IRVINE/LA QUINTA, CA COST ESTIMATE, ENCROACHMENT PERMIT TRACT No. 31349, STREET IMPROVEMENT & DRAINAGE MOUNTAIN VIEW COUNTRY CLUB PREPARED: FEBRUARY 12, 2004 ITEM,' QUANTITY - 'UNIT COST COST DRAINAGE IMPROVEMENTS REMOVE TEMPORARY CMP RISER 8 EA 150.00 1,200 REMOVE EXISTING STORM DRAIN PIPE 81 LF 20.00 1,620 INSTALL 18" HDPE (N-12) STORM DRAIN PIPE 1,076 LF 45.00 48,420 INSTALL 24" HDPE (N-12)ISTORM_DRAIN PIPE 66 EA 50.00 3,300 INSTALL 30" HDPE (N-12) STORM DRAIN PIPE 279 SF 60.00' 16,740 INSTALL 36" HDPE (N-12) STORM DRAIN PIPE 164 LF 75.00 12,300 CONSTRUCT MODIFIED CATCH BASIN PER RIV. CO: STD. 302 WITH STD. DWG. 305, SINGLE (1) TYPE 24-18 GRATE PER DETAIL (SEE SHEET NO. 21) (SEE PLAN FOR SIZE) 8 EA 4,000.00 32,000 CONSTRUCT MODIFIED CATCH BASIN PER RIV. CO. STD. DWG. 305 DOUBLE (2) TYPE 24-18 GRATE PER DETAIL (SEE SHEET NO. 21) (SEE PLAN FOR SIZE) 1 EA 5,000.00 5,000 CONSTRUCT MODIFIED CATCH BASIN PER RIV.CO. STD. 302/DRYWELL WITH STD. DWG. 305, SINGLE (1) TYPE 24-18 GRATE PER DETAIL (SEE SHEET NO. 21) (SEE PLAN FOR SIZE) 3 EA 18,000.00 54,000 CONSTRUCT MODIFIED CATCH BASIN PER RIV. CO. STD. 302/DRYWELL WITH STD. DWG. 305, DOUBLE (2) TYPE 24-18 GRATE PER DETAIL (SEE SHEET NO. 21) (SEE PLAN FOR SIZE) 2 EA 20,000.00 40,000 CONSTRUCT MODIFIED.CATCH BASIN PER RIV. CO.. STD. 302/DRYWELL WITH STD. DWG. 305, TRIPLE (3) TYPE 24-18 GRATE PER DETAIL (SEE SHEET NO. 21) ( SEE PLAN FOR SIZE) 1 EA 22,000.00 22,000 INSTALL CONCRETE COLLAR PER RIV. CO. FLD. CNTRL. STD. DWG.M803 4 EA 800.00 3,200 CONSTRUCT GUTTER DEPRESSION PER DETAIL (SEE SHEET NO. 21) 12 EA 500.00 6,000 CONSTRUCT MANHOLE NO. 1 PER RIV. CO. FLD. CNTRL. STD, DWG. MH251 1 EA,' 3,500.00 3,500 CONSTRUCT DRYWELL PER DETAIL. SHT. NO. 21 (SIZE OF GRATE COVER NOTED ON PLAN) 1 -.EA 15,000.00 15,000 INSTALL TIMBER BULKHEAD PER RIV. CO. FLD. CNTL. STD,.DWG. M804 1 EA 100.00 100 CONSTRUCT TRANSITION STRUCTURE PER RIV. CO. FLD. CNTRL. STD. DWG. TS303 1 EA 2,000.00 2,000 • TOTAL ESTIMATED DRAINAGE IMPROVEMENTS $ 266,380 PAGE 1 2/12/2004 MOUNTAIN VIEW COUNTRY CLUB G38206\CEST\ENCROACHMENT MDS CONSULTING ' PLANNING, ENGINEERING, _SURVEYING IRVINE/LA QUINTA, CA STREET IMPROVEMENT REMOVE EXIST. 2"X4" REDWOOD HEADER 58 LF 2.00 116 CONSTRUCT 6" CONCRETE WEDGE CURB PER DETAIL ON SHEET 21 21`,338 LF 10.00 213,380 INSTALL 3" A.C. OVER 4.5" C.A.B. 373,747 SF 1.45 541,933 CONSTRUCT CROSS GUTTER PER RIV. CO. STD. NO. 209 - MODIFIED TO 6' WIDE 2,421 SF 3.50 8,474 ADJUST STORM DRAIN MANHOLES TO GRAD, 2ND LIFT 1 EA 350.00 350 ADJUST MANHOLE TO GRADE, 2ND LIFT 39 EA 350.00 13,650 ADJUST WATER VALVE BOXES TO GRADE, 2ND LIFT 58 EA 300.00 17,400 CONSTRUCT PERIMETER WALL PER ELEVATIONS ON PLAN PER LANDSCAPE ARCHITECT'S WALLDETAILS 729 LF 60.00 43,740 INSTALL 6" CONCRETE FIRE ACCESS ROAD 5,840 SF 3.50 20,440 ADJUST SEWER CLEANOUT TO GRADE, 2ND LIFT 1 EA 300.00 300 INSTALL 2'X4" REDWOOD HEADER 29 LF 3.00 87 TOTALESTIMATED STREET IMPROVEMENT . $ 859,870 t ESITMATED COST 1,126,250 10 %.CONTINGENCY 112,625 UNIT PRICES USED HEREIN ARE BASED UPON EITHER CLIENT TOTAL COST , 1,238,875 PROVIDED INFORMATION OR FROM BEST AVAILABLE INDUSTRY DATA AT THE TIME OF PREPRATION. CONSULTANT ASSUMES NO RESPONSIBILITY FOR THE EXACTNESS OF SUCH UNIT PRICES IN EITHER EVENT. PREP REO UNDER THE SUPERVISION OF: QPpFESS/O,y STA Y C. MOR E, R.C.E. 20596 z TE. . Z EXP. DATE 9/30/05 c7 ' No.20596 ilu Exp.09=3cl.os m v P ' OF C PAGE 2 2/12/2004 MOUNTAIN VIEW COUNTRY•CLUB G38206\CEST\ENCROACHMENT 1 rn A \IC ►A 1TTA I 79-199 Old Avenue 52 To: City of La Quinta, Engineering Date: February 12, 2004 La Quinta, CA 92253 Address: 78495 Calle Tampico Job #: 382-06 VOICE: 760-7.71-4013 La Quinta, CA 92253 Attention: Anthony Colarossi , Subject: TR 31349, "Mountain View FAX: 760-771-4073 Country Club" E-MAIL: mdslaauintala mdsconsultinq.net From: George Prine cc: Toll Bros., Kelly Amman and Lee Dotson NO. OF ITEMS: DESCRIPTION: 1 Public Works Department -Application for. Permit 1 En ineers Cost Estimate 1 MDS fee calculation E F E B 1 2 2004 THE ABOVE ITEMS MESSAGE: ARE SUBMITTED: E AT YOUR REQUEST ` IJ FOR YOUR REVIEW FOR YOUR FILES Toll Bros. has'not selected specific contractors for the various construction E FORYOURAPPROVAL tasks, other than.Jones Bros. who is installing the storm drainage systems. l FORYouRUSE This permit is intended to cover the entire tract, even though it will be FOR YOUR INFO constructed in stages. THE ABOVE ITEMS Please confirm our calculation of the fee so the checks can be ordered. ARE TRANSMITTED: r HEREWITH Call if you have any questions. IJ VIA DELIVERY • I J UNDER SEPARATE COVER �a�•� S She S�e�:�` Coiv PERMIT NO.4093 Mountain View Country Club/On Site Street-& Storm Drains/Tract No.- 31349 Inaddition 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. Toll Bros., Inc, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 3. This permit or copy of it shall be on the work site for. inspection during the actual work performed. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 5. 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 lst to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday, 8:00 a.m. to 5:00 p.m. Work shall be prohibited 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. 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 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. } 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. 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 Special Conditions Page I of 3 PERMIT NO.4093 ` Mountain View Country Club/On Site Street &.Storrs Drains/Tract.No. 31349 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 stormldrain 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 difected 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 does not allow excavations within the City Right of Way. Apply for a separate permit at the Public Works Department at the City of La Quinta. 12. All landscaping, irrigation, decorative rock,•. decorative concrete, lighting, etc., shall be replaced to its original condition. �. 13. Access and egress to all local properties shall be maintained at all times. 14. 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. 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 200-2.4 of the Standard Specifications for Public, Works. Construction. The replaced pavement and base material shall be . compacted to 05% relative compaction and respectivelytested, for'each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. Special Conditions Page 2 of 3 .PERMIT NO.4093 Mountain View .Country. Club/On Site Street & Storm Drains/Tract No. 31349 C: Permanent pavement replacement shall be installed using a City approved 'W' max medium asphalt concrete as the base course lift and a City approved'/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior.to its placement. 15. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust controltreatment. Soil stabilization shall be done immediately after completing the operation. 16... 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. 17. ' The City of La Quinta reserves the right to revoke, suspend or void this permit'at any time. 18. 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. 19. 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 3 of 3 C . Quinta City of La The following General and Special Provisions are attached to and made a part of Permit Number 4093 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 ('/".) 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. - 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 peimittee. 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. ❑ 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 ( 3 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base shall be placed no later than ( 7 ) 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. t P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO ` (760) 777-7000 LA QUIN-rA, CALIFORNIA,9.2253 FAX (760) 777-7101 July 25, 2005 Mr. Glen Smith, Project Manager Toll Brothers Inc. 50-400 Jefferson St. La Quinta, CA 92253 Re: Encroachment Permit No. 4093 Tract Map 31349 On -site Street and Storm Drain Improvements for Mountain View Country Club Dear Mr. Smith: This is to inform you. that the; above mentioned permit has expired as of February 28, 2005. Please come to the Public Works Department counter and pay the following permit fees to renew. this permit. The renewal fee is as follows: Encroachment Permit - renewal of expired permit $100.00 plus 10% lof original fee for each year the permit has been expired ORIGINAL PERMIT FEE 10% EXPIRATION PENALTY For each, year permit has been expired $20,128 $2,012 $100 RENEWAL AMOUNT DUE: $-2,1 1.2 If you have any questions or, need. additional information, please feel free to contact me at (760) 777-7044 or, Christine Kerry, Secretary at (760) 777-7078. Sincerely, CZ , _c:� Brian Ching Associate Engineer Public Works Department CC: Anthony Colarossi, Assistant Engineer I Raoul Martinez, Assistant- Engineer 11 Christine Kerry, Secretary File - Pe`rmit.4093�-1 .:. CITY OF.IA;QUINTA PUBLIC. WORKS `DEPARTMENT ENCROACHMENT:PERMIT PERMIT.NUMBERj DATE .' • EXP DATE" • 'ACCEPTANCE DATE INSPECTOR_,: = 4�93 ;." 2%18/2004 ,:. 2/28/2006 ELDEN CONTRACTOR' fORACTOR`NAME'• INFORMATION' TRACTOR ADDRESS:. INSPECTION FEE U'R C ENT , $34,778 00 ONTRACTOR CITY: CONTRACTOR STATE ,•CONTRACTOR4ZIP PERMIT FEE: %$100.Q0 CONTRACTOR TELEPHONE:. CONTRACTOR 1LICENSE CONTRACTORS STATE , PENALTY: LICENSE BOARD � ,. "": $1,000:00� DE /SU TY + CASH RE -TRACT/PARCEL NUMBER :, - PERMIT;TYPE BOND .SDP/CUPhETC: x' 31349ONSITE'STREET;IMPROVEMENTS7ST0;�$15,75000 . ' PPLICANT NAME: ., APPLICANT _ • . .. , .. TOTAL FEE AMOUNT:" TOLL'BROTHERS INC INFORMATION PPLICANT ADDRESS 20.128.0 50-400 JEFFERSON STREET PPLICANT CITY` . . • APPLICANT STATE . APPLICANT ZIP CODE ` s LA QUINTA;" ,t PPLICANT-TELEPHONE: Z60 DESCRIPTION { TRACT 31349 ONSITE STREET AND STORM DRAIN IMPROVEMENTS FOR MOUNTAIN SEARCH�PERMITSBY TRACT NUMBER VIEW CC 7/25/015 THIS PERMIT HAS EXPIRED PER BRIAN;CHING; THE RENEWAL t NOTICE WAS SENT OUT AND $211.2 IS DUE. 8/22/2005RENEWAL PAID 2,112.00 (JGJ) _ - "'� `"� SE' ARCH PERMITS BY APPLICANT a • M®NTHL�YE�XPIREDPERMITS�" ►� 1 ";MAIN MENI�J �Y. - - , ' u � ti Ap h .7' �a" .� o. yy.. s c' 121 m cc c.;------------ La i �. J. P.O. Box 1504. LA QUINTA,' CALIFORNIA 92241-1504 78-495.CALLE'TAMPICO (760) 777-7000 LA QUINTA, CALIFORNIA 9.2253 FAX (760) 777-7101 July 25, 2005 , F r, Mr. Glen Smith; Project -Manager Toll Brothers Inc: 50=400 Jefferson St. La Quinta, .,CA 92253, Re: Encroachment Permit No. 4093 = Tract Map.31349 �. On -site Street and. Storm ',brain' Improvements for Mountain View Country�• Club Dear Mr. Smith: This 'is wt6,. inform. -you that. the.: above mentioned permit has expired as of February 28, 20Q5 ;.:Please: come:4o-.the -Public,. Works Department •counter and pay the following, permit :fees :to:rene:w..this..permit.`; The renew.al•.fee is:as, follows: Encroachment Permit - renewal of expired permit $1.00.00 plus 10% of original fee for each year. the permit has been ezpire.d ORIGINAL PERMIT FEE 10%. EXPIRATION PENALTY For each year permit has been expired $20,128 $2,012 $100 RENEWAL AMOUNT DUE: $2,1 12 If you have any questions -or need additional information, please feel free to contact me at (760) 777-7044 or Christine Kerry,'Secretary at (760)'777-7078.. Sincerely, Brian Ching . , ... Associate Engineer Public.:Works: Department. ,CC:... Anthony: Col6r6ssi,: Assistant• Engineer Raoul:.Martinez,; Assistant' Engineer..11 Chnstine.:Kerry,. Secretary, File -`Permit 4093 -` to f— 7 o &0 _,� �"i•�`;#i) sw .,.�.%v.v/ ",r r ,. v�.,t *4 a'•>K, k"t+� v« es -sue s*•n .�$• i .;'Y'"• 7 •asry q. ��; .:� --..., : .t . «ter .• —I w.lrY7 � YW�'•.w��w- 4 � Si '� , �s4X S n _ f S , . i,� i s • 1, i } '� y .,.� is .' { ::... .. • ,✓ fu K-.;p-;tiS n ;t' .4ia"`_.v. t'._ di - i J i .xL.s{., r b "• r {x t S - b y -� Y :. rJ `Toll:`Bros, Inch=? HORS GHAMPAA19066Da4e d ;Xi�'. ac' s. x, �, 'Check��No;, ",�8512240 - ' ' , ,N.?' . r1•'. , .: «,,, (215)938-8000 rk , _ n:. , Check, Date-.,=x 08/09/05 >sri 'Stub 1" of ,1`."-� • .' ti t 'm,., ! ?�.',INVOICESNO ,'A` INVOICE71DATE = �`COMMENT;`�£ t+ ' t ""� x'OROS3' DEDUCTIONS AMOUNT:'PAJID 0:50805 r P c a „'x080505� x ENROAC}�IENTt PRMT STORM DRAIN 2 112 00 , r q i 'w i 2; 112 R �' y >A,r f S'a a a ri �F n^.• >?t.: j+'�,,. l.+J* " v t f j',^ _ �. Y r f n 4. - 4{ X t •.. j - .0 - .. Z7 S i ., t ! d - t rya b�,j\Y •� + t•'. - i e- '` i3'"'1 J i ,t ^' A i �G w ({••4 ,yl�' �,J•'t ,Kc A j. 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N `7o11�Bros.^Inc ® 250�GdiraltariF;oa`�E�IDOR NO` CHECK DATE x . f b :klsha90 mP orA1."4°4 • , . %, 938`800 , r I �N`!'HS AFTER D k858M09/05 * INUAL DSI�X M© ATE ISSUE T11V0 TFiO.�US,gi AU N1 EHUNDREDfiNELEAND001.00 # *,.** �....*... *►t*.*:****##*.*.. f � •� C t� y,�of La �umta '�'ts� � �' ^� ��.�� t 4.�...�,-•• � / i,. / ���, r,) _ TO �ORDER�rOF df"ii` SSA',-t.' Y • 3'1 ii'✓ t fi ♦ .. /.. N Wp LaQu(nta CA192253 £ �. �_'�:' - :� " A . n Wachwia Bank of Delaware-.Netlonal Aetwn ! /�/ 1 t �J,♦ ♦ ♦, ♦ ♦ r % W.. ba x ODE 1� s/i �. :l'♦—♦ .�..♦r�� �.1.. CO., N 11208512240ne i:031100225420799500203341I' `a --, /.._ *See Reverse Side For Easy Opening Instructions* `Toll `Bros., Inc 0 250 GIBRALTAR ROAD N HORSHAK PA 19044 • N City of La Quinta 78-495 Calle Tampico La Quinta CA 92253 :. Test Summary / Footings Inspected Test 'No:' Location Elev. Dry_.. Density • Moist %. % Relative; Compaction Ref..Max pcf : Moist _ _oa�� a - , ;4 ff CofCJS �%7 f HY, Comments Field Tech. r or g Super. nt A e � � y . 24 hour notice :requested to scheduie:Field Technician:<Than k:you-for the opportunity,to be. of service.