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4089WNW —.— NOTE: 'r.. , ,` , ' ',�c —.�.,: • , 't :� ,, , E With propel' validatit n I this'form constitutes.an encroachment permit ,CITY' OF LA•. QUINTA ; APPI:ICAT:ION FOR, PERMIT r i PUBLIC WORKS CONSTRUCTION (ENCROACHMENT).''oFOwSw F j or the construction of 'public or private, curbs' driveways, Pavements sidewalks, parking lots, sewers,• water mains s and'ottier•like-public works improvements in connection with MINOR IMPROVEMENTS'and APPROVED SUBDIVISIONS ebruAzy �`�' �N; Subdivision Improvement Permit '= Class.11 I DATE: 2004 - Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Stone Creek Ranch; Tract 30834; ' Avenug, 58• atloug Tract' 30834 (Street address or Description of.Location) . . 'PU*RPOSE OF CONSTRUCTION On 'Sites' and Off Site Street Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION • On • Situ and Off 'Site Street.-Izorovems ite ***SEE ATTACHED CONDITIONS***. DIMENSI.ON OFINSTALL'ATION OR REMOVAL Sae 'PlAnn PS, 03082 5 04002. ti.'=• SIZE OF EXCAVATION, IF'NEEDED ' APPROXIMATE TIME WHEN WORK WILL'BEGIN,'.2��%O�' 'APPROXIMATE,TIME OF COMPLETION"! Ai/U10Q •r U $ 869.24�}.A�f 3 2004 I' ESTIMATED CONSTRUCTION COST FEB . l (Including •removal of all obstruction,' materials,,and debris; backfilling;:com ' } paction'•and:,placing•permanent resurfacing and/or replacing improvements) In coriside'retion of •the granting of this •perrnit, the;applicanvhereby•agrees to: FINANCE '• a 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 ail,applicable rules and regulations of the City of )s La Quinta and to,pay�`for any additional replacement necessary as the result,of this woik. _ .; . ,• • ; `Signature.of Applicant or Agent -Jf,�n 'M�o�af;., 3 2, Se Uth' Point COnfltruction/Madiapxz Rnt AtA nth 1ttswnR"}A! i'trst�4' (iA4i117�1-,#RQtI Name of Applicant (please print) :Business Addr`essta '( i g� C,�' t}x253Telephone No. 004tE .Po#ait, Cortetructi0 /Xddtson Estate. Some. Sawa Name of Contractor and'Job'Foremari ',Business'Address , Telephone No. + f�I E449883 I Co ntractor's-License No ; ' �,` City Business License No. + AROH SPECIALTY .Tno. 'C6../GOLDEN- EAGLE .Ins..Co. 39DGGI.t1007Q�1/BA97091i1 Applicant's Insurance Company Policy Number r - FEES: 'Subdivision°Improvement Permit - Class'I II ; Public improvements:'3% of estimated construction' costs , . =Private improvements: 3% of estimated. construction costs Minor Improvement Permit = Class IV: See'attached schedule 4�� << ,,Inspection Fee $ .26,080.00' PERMIT VALIDATION , r 100" 00' ;Permit•Eee PERMIT NO. 4089 /P/n/ t/ - Plancheck " (Uj 750.00) .. Peb>ruory lfl, 2004 Y C e4it ,} Cash•Deposii'-Surety Bond DATE APPROVED if required ' EXPIRATION FL,ebrutiry 10, 2005 TOTAL': $, - •13.430.00 • . ION DAT r . DATE ISSUED; Receipt No... Received by Date ; s Administrative Authority' -7075 Recorded by '' Telephone: (760) 777 as - a't LA JOLLA BANK 6134 La Granada . MADISON ESTATES, LLC. Rancli0 Santa Fe, CA 92067 437.SOUTH HIGHWAY 101, SUrrE 219 9043649r SOLMA BEACH, CA 92015 2/ 10/2004 PAY TO THE City of La Quinta "13,430.00 ORDER OF Ti"een Th8m8nd four buRdF@d ThiF#y and 90/100 �����a�..*.. *R..*s. ** ....*.•.*..«w.�.*..��,a �,« �r City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4089 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 shallbe 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 but 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 i 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-wateririg 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 ('/4") to one foot (1'). ❑ R6 GRADE CHECKING: City.of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal: Depressed curb, matching concrete gutter and. concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 ''/:") of A.C. paving on (** N/A ") of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area`'to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall, be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (T) 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 ( •* 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 61.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO.4089 STONE CREEK/ON & OFF SITE ,STREET/Tract No. 30834 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. SOUTH POINT CONSTRUCTION/MADISON ESTATES, 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 1 st to September 30:1 'Monday -Friday 6:00 a°.m. to 7:00 p.m. Saturday 8100 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 beset up after; 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way. 7. Pursuant to. Section 14.161.110. 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 J, Special Conditions Page 1 of 5 PERMIT NO.4089 STONE CREEK/ON & OFF SITE STREET/Tract No. 30834 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. A set of traffic control plans must be submitted for approval to the City prior to construction of Avenue 58 (PS No. 04002). 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, sign age requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code'(Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform to 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' etting 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 lise of the materials through -progress testing on the stockpiles. C. The first length of trench backfilled shall'be backfilled iri 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. Special Conditions n Page 2 of 5 ' PERMIT •N0.4089 , . , STONE CREEWON & OFF SITE. STREET/Tract No: 30834 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 compactiontests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomlyselected 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 theconditions above shall be borne_by the Permittee. Copies of all'test results shall be furnished'to the City Inspector. 12.. All excavations -within City of La Quinta right-of-way shall boa, ckfilled, 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 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 t miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Special Conditions t.4i' Page 3 of 5 PERMIT NO.4089 STONE CREEK/ON & OFF SITE STREET/Tract No. 30834 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 3/4" 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 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with4he 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. 16. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. . i 17. 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. 18. The City of La Quinta reserves the right to "revoke, suspend or void this permit at any time. Special Conditions f Page 4 of 5 02-10-04 68:18 City of LaQuinta Comm-Dev.Dapt ID= 760 777 1233 o�4 4vg" PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT P-03 Date: TAACC Location of Construction: 9?Q- 0rJZ OG/J Purpose of Construction: Description of Construction: Dimension or Removal: Approximate Construction Start Date: Z 1 d Approximate Construction Completion Date: Estimated Construction Cost: $ bq 12 c) Utimated Construction Cost shall include the tumoral of all obstru tions, rnaverials, and debris, back -filling, compa:t:on zr.- i placing permanent resurfacing sad or replacing improvements ' Name of Applicant: -� DM7W 1�?O/A/7'- �OdC/S�ILCG%/let/ �ij /%/fd�/ ice/ Applicant Address: �/ cJZ O'G/J /19/1G!/ � �L Li�l�%L��/%c ! ZZ Applicant Telephone Number: /%O -- 77/ e) Name of Contractor: z9a Contractor Address: O- pG /1-57-ox—// Contractor Telephone Number: to - ��%/ - 3 —5 99 Contractor State License Number: ' Contractor City Business License Number: Z) y 3 2 6 Applicant or Contractor General Liability Insurance Company: Applicant or Contractor General Liability Insurance Policy Number: Office Use Only: Inspectiun Fee: remit FCC: As -Built Delmsit:...__... _ Drat Control DepubiC Credit Antotutt: TOTAL FCE Uri. ?-, Fs r 0 �308-Z- - P>S <�s qend Z OEflce Use Onlh•_ Assigned Permit Number. Approval pare: Cr,pirrlion — - -- Da:c: Issue Date: Administrative Aathority : ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID R DATE(MM/DD/YY) &FGR-1 01/20/04 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Desert Southwest Ins Brokers HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 77-955 Calle Tampico ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. La Quinta CA 92253 INSURERS AFFORDING COVERAGE Phone:760-771-5550 Fax:760-771-5755 INSURED INSURER A: Arch Specialty Insurance Co. INSURERB: Golden Eagle Insurance Corp. F & F Grading Inc. INSURER C: La Quinta CurD & Gutter P.O. BOX 1467 INSURERD: La Quinta CA 92253 INSURER E: COVERAGES --cm won,ic cno Tuc onl Iry ocolnn mnlrATcn unTWITusTAntnmr iIMt YULIUMDUr INOUrVtl9l.CUQ.cUo¢wv­a.v��......... .. ... ... ......�..__.-"'------------------ ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. R LTR TYPE OF INSURANCE POLICY NUMBER DATE MW OD FF E POLICY DATE MM/DD TI N LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1 , 000 , 000 FIRE DAMAGE (Any one fire) $50,000 A X COMMERCIAL GENERALLIABILITY 39DCGL000703 04/11/03 04/11/04 MED EXP (Any one person) $ 5 , 000 CLAIMS MADE ❑X OCCUR PERSONAL & ADV INJURY 1 $ 1 , 000 , 000 X BLKT ADD ' L INS GENERAL AGGREGATE f $ 2 , 000 , 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG ; s included i POLICY FX PROJECT n LOC B AUTOMOBILE LIABILITY ANY AUTO BA9709111 05/01/03 t 05/01/04 COMBINED SINGLE LIMIT 1$1,000,000 (Ea accident) X BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS X BODILY INJURY (Per accident) j I$ HIRED AUTOS NON -OWNED AUTOS I X PROPERTY DAMAGE I (Per accident) I $ i " I GARAGE LIABILITY AUTO ONLY - EA ACCIDENT I $ OTHER THAN EA ACC ONLY: AGG $ ANY AUTO HAUTO $ EXCESS LIABILITY I EACH OCCURRENCE I $ I AGGREGATE Is OCCUR CLAIMS MADE r is i $ DEDUCTIBLE $ RETENTION $ I I _ ` WORKERS COMPENSATION AND EMPLOYERS' LI481LITY� E.L. EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEEi $ i I E.L. DISEASE - POLICY LIMIT $ OTHER I I DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Re:Stone Creek Ranch B0492 Old Ranch Trial,.La Quinta *10 Day Notice of Cancellation applies for Non -Payment of Premium CERTIFICATEHOLDER IS ADDITIONAL INSURED PER ATTACHED BLANKET ADDITIONAL INSURED FORM RRIC-CGL-E6 (5/02) CERTIFICATE HOLDER I Y I ADDITIONAL INSURED; INSURER LETTER: A I:ArvVtLLAI IUN STONECR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN South Point Construction, Inc. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Madison Estates, LLC ( owner) IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Dr. Bruce -Baumann 80492 Old Ranch Trail REPRESENTgo ATIVES. La Quinta CA 92253 Au O RESE E lHou leccour t ACORD 25-S (7197) OACORD CORPORATION 1988 Policy Number 39DCGL000703. F & F GRADING NC. Feb 09 04 05:05p DYSON ENTERPRISES 8584813428 Al" p.2 A, Ivi-TI, ',ao Dio(yo. (,A 121 9 UNIT TOTAL, C OLJANH ',','[(')N (.,'ON PROL 1.50 s 1.250 ulog", ------ IS 5.0f.) X", 00 F '114"'l .4 ix 71.5r )s 7 AC 3,6: 5 100,000. ;0 �-S • 533,78,5 Grading Subtotal' G .Lilt a 4 a—l— ...... .. . .. . J (puf:100 TS LF. .. .......... 36).500 • i-F 7, I A oo.00' .10% M."257 s, $ . ................ 3 0,40 S 72�90, c.- curb 4 o -,;) .. . I C) -7, ...... .... . .42 IT6" i S 'f ypa A-0 x) S i.7,534 2,100 EA 'K ......... ... ... . m 1 1 " v-;(-;.00 3,000 It Rafnp EA SF 's 2.50 . .......... '00 �0,� ri o ....... ... 666" -A ...... Y", flI I lon-0 L F 4.00 �80 ... . .. . ....... ..... . . ......... 7'. '12 C' nj�g 4129 -2-A i''i'" i?�!� f 1 't;lf�if)701�? ih;1'ltt�l7c l.1FiA17`S ------ -- _ -- .._._ ,`� ...._- .. _ ` 0% 33.00 59.44p, t-F z; 47,745 1, 175 Lq $ . ....... .... azu.00 15 FA 10,200, ' . ....... .... . F, A s 2, t� o o o 0 r-> EA 7b 0,10.00 . . ... ....... -7 x -IS � * 02-99-04 16:38 RECEIVED FROM:8584813428 4,3 c) p - 02 Feb 09 04'05:07p DYSON ENTERPRISES 8584813428 p.3 U. f'i-:i-17.�i I'!._)1'i �I �:I i'i� �l)i.:i,�'. I`1; ill.atli �'f:': �i:1• :i:li'.{ S ..f,.?..I I', tt.. I ;:-C:)i s C)1V it f !; if,si''i;'OVL-.miE:N t ;i :;y'? "+::r(f:+• I -,; �;'r..•.`� a` i,r i::;J?'0 i Vt'!)ili: i]f riClG'(')Cr: 1;'I of S7rt Jr -ao CA _) ): 9 UNi i LINI•T• 1?RIr;;E CC:IS t :'•llli"s'+7;:%a._: (�I_{ltiV T I1 Y t , Ir h.r, 1 711000 i _ .. 150 i p t n l:•'I,.:;r.r '' 1 S r.:0fl.Llte' ; 1 •Rt7i) 1 t SI l i CA R J �t1f� ifQ V�TV — Subtafal i �hittr t^prrtfrr t)rre 25°l� t -• � '- 3t39,322 q _......_.._.. faun l ! - (.)I) ~ o _.. Ci 3 T:3 ..... .._..... _... � _ ._........_...._. - - '-- � 3 Sri: ti i _ _�`' ::- 'iti ",jl:I•� :;t':c'it�! Fdl�=tif. r L - • ! �1 'iQ $ i,). �)I) til-,O9 . - _ . I ,,..., _.. ::arx;,; • E'A - c i `s'0.C1( T 3tt38.'.[t !U Fs� ! 11 .,� ' i_�TT3-0..) sf ..._ 29. )0 _...._.. . ' ' �eiyur 5�ri�JOP:r1 .. S tv liiEFY L•Uriirrlt Hf)Cl/25a!n .._..:;.._. _.___._._:.... - 35,6,Tomle9 L.—_36,834 - -- j d' i ._AITdC , l-i . P.1r:•:I. Vfi'J \I' ',•E'Nff�' 1 :-i i :1` is{' 02-09-04 16:40 RECEIVED FROM: 8584813428 P•03 ESTIMATE FOR OFFSITE STREET IMPROVEMENTS 11/07/03 .. - _ . .•= ,mot ,-- '• JNt L;KttK KANGti . ��ffsite Street Improvement Estimate f °En ineer. Nolte and Associates 15090 Avenue of Science #101 San Diego, CA 92129 NOT . E _ . ITEM DESCRIPTION UNIT TOTAL QUANTITY 'UNIT ' - PRICE ' _ .' ,I COST SUBTOTALS 77 GRADING & EROSION CONTROL Landscaping SF , . n 23,000 $ 3.50 B $ = 80,500 -- - - - . SURFACE IMPROVEMENTS• " =r Sawcut and Remove 2,700 $ , 0.50 B $ _ 1,350 ; Grind and Overlay l ' SF 15,310 $ p 1.00 B = $ 15,310 Collector 4" AC/ 6" CAB SF '• 32,160 $ 1.80 B $ 57,888 Subgrade Preparation ' • SF; -4•'32;160 $ 0.40 B- $ - .. 12,864 8" AC Dike ' _ = LF a —y ' ' 400 $ 8.00 B . $ 3,200 _ 8" Curb & Gutter TypeA-8 . _ -LF.. • ' 1,057 $. _11.00 : B - $ 11,627 4" PCC Sidewalk . SF_;i;` 8,820' •$. -- -2.50• B $ °. 22,050 Striping _ .LF 1,800 $ 0.25 E } $ 450 Street Signage .. r EA' - ' 6 . $" 200.00 B . .$ 1,200 _ Joint Trench Utilities INSu Lace Im rovements 5ubto'>!al EZ'Surface°fm ro�_em_ents Cont�n e►nr LF• 1,320 $ ., 16:50 E $ . �47; 9t ` 10% � �; � L$-) 1'4,172 r r F�'e�y�'t ��.Ylii~��i�.i'a���►�.��.,,�h� Iota/ ��I T �d1� i7G�L��: - ; ' KENNETH W. MELVIN• � R.C.E. 59105 EXP: 6/30/07 1,00 G{ a -�- RECEIVED NOV 12 2003 `'i::° BERRYMAN & HENIGAR h J ° SANTA ANA Z,✓�- 1 Q r. 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PAVP}O NOTEB [ Y. 1' - [ A4 K[Aafl]1Df��.�a�xHGm�Y HN Aa•M P�c�A� OFF S/TE STREET /MPRO VEMENT PLAN Ol7ERAL N07E9 .. • ra•Im waW m atY oGor NsacaN AAD vAHW tt mi@Aclm sNNt sTmrr rarmv txHNz m tt ansnsD er tt amrear u¢m MaYrW Padx tt P®[YAH Poems W a>Q uadVnTM _; • '- a[afrA[Oa Wax.Ga Aa Nc ur6r mm[ lianas wY AL®m - L uH .. .. • TRACT NO. 30834 •t tt mvoGcrW Pwt Ww Au amrrs AS acaaam to tt Dn a u aarG W onaR mlmec A�AG¢marr¢Ha..�rW'AUGurAmKrono¢fpcauuGKAwLeA�aGK amN6 AAO H101a6 PW1 H R¢R¢ HIMGQII LOI®x mlaalAxa Nd tt G[RGAT Yd1IN W ' 1 tt LlG mrs O [PfOD 06{9:RM YDrlaS AH 9DM N Ax ARYApA¢ Gr W [ tt m1'BeHmi dNRC Lpd¢S IDR m0'm.CHII AID YAMmIIYH E!/n'ta6• AM) AM Amm1N HaAROQ'JS nOd[D • - 9uLL H¢RrE tt RICI mGl[A' 6 AU /m[pC UQI16 8'IV¢ NIELWA' IO0. x AWm>m H IB[Y CITY OF LA 'G?UINTA, STATE OF CALIFORNIA our asvlam m Prtax Iaf-aa} v tt slAHuw srtaluluK (daDr' BdnO w®as m[oc . a tt mIJGCIW PNIt H,�Y)®f rW tt ImDYN, imvmair W Anouoov rz Au aRLAmrc ! oovK .. 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I G ^ 4' �dK a/¢W maduaN sBsaar.FROloorrs er tt mraAcnR rmimrMml m rRN Ac®uNs W SIOBr BPANAH EF¢Rm MEIRAOi FAaI¢S OE mvWACmR 9rW mAW'C N M R1�xT 6 tt Z - ♦ F O sm MAY ANGH No SIW G@Aa M Gl@AK' ) G aeApm star MR =� - ] Ae6 /OI OSL LILY: . O�� m2 'n'AWGLQ RSI omPm m OFAHY m10'aWA¢ tt tt /IrLmG[ AHOURT tt < N .. • OO MSGLL axrLRPE SteVD r{R N[@AA'f SIn [.1r0 rz ' mG aP•IaW MAR - S ' � mYW Mµ M � AID aaf 0a'n'O IEARR6 Ai RminD Br RE ILOIK I DIG A L ERT nw AzaA HDa c - y _ Dat vAN�aYr I m fmuD ®DIAL 1011 R� • teoo-a27-aeon fa C DG FAY B TYPICAL SECTION AVENUE 68 E 0- S/A a/raan m 6}NRa � r • d� xrs D4BE8 i Ill®16Gaf uc u U, smM ICHAr rd, v¢ zA LITV AA w OWNIn T IPABT TYq OAYB .. - E6AOrE: YaA, p0 Qi Fawt lr Tar sma WAx nc w .. Q maLBLJWReL PER H1H 9[r/ 1 mU Ili � J V mAYA H.1IX W WNA lMA f4n SOI Na - ♦ 65F_M.ND O LIQQ Z, YO3aabfHrEAltW6mIOfINCAUOW • • ' a W • PRIVA IE ENGMIEERING NOTE a> aNHAcnN.o�nurN.ctsm.xa .M m�wf., ` .N'�y ARTIO.D Br Ott 6 ODIIA fan AYEW @ EIEI[fi MINE OTr OF IA W TA. STATE M WITO[xIA orm ¢rts sTmru oRRoVOI97 PLA" 6 �Rp �—Pi-CTOR/ an [�wrmdmao =a, G Dm rAE TRACT N0.90891 68TH AVENUEM. I¢Fr tt IAiI1S AM tiNxFa'N [DvliKM MINT _ E E Y o M o E E E e E E E R I r E rrE11HTFPa1 TITLE SHEET a ats .�oectt m A. AAOMY AAa r4O Ha01 HIa"1IIoaN NAMtII u•aurc HAl W Autml N OMF[Ipl NN tt �'`YaA[Gmxr a maw �.uc G®oe uwJn.awc mp p yd M •. wl m. wQ m/mNr et'L Sam - C.m[ � rr.♦yI N m�r wlAwu - Pmn'� �EUr i rrcroan uE Pml. SE t A aF Sx 1 A 4G T RT'. SB.R.x. ` ..n rii: YADISON ESTATES LLC m So089M1300 G - .Y•Nmnu.r ..+gym lN.Tx ESTIMATE FOR OFFSITE IMPROVEMENTS - 01/08/04 STONE CREEK RANCH 4. ` Offsite Improvement Estimate \ Engineer: Nolte and Associates 15096 Avenue of Science #101 San Die o, CA 92129 NOT E ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT PRICE ' COST SUBTOTALS. GRADING & EROSION CONTROL Landscaping SF 23,000 $ "3.50 B $ 80,500 Gradrn `�Subfo`tal^• � - _ _ • � �: �ya ��80 500. 'Gradin` Coriain enc i10% �--M" 0-$FzP",8;050 DRAINAGE IMPROVEMENTS (PUBLIC) 12" HDPE Drain Pipe LF 40 $ a25.00 $ 1,000 Curb Inlet Catch Basin -EA 1 4,200.00 $ 4,200 Drywell ' EA i 1 . $-10,000.00 B $ . _ 10,000 Drainage Subtotal $1:5;200J SURFACE IMPROVEMENTS, Sawcut and Remove Pvmt._ SF .�OT— 1, $ 0.50 13. 1,350 Grind and Overlay '.SF 15,310 .$ . _ 1.00 B $ . 15,310 Collector 4" AC/ 6"' CAB . ' SF 32,160 $! , 1.80 B $ . 57,888' Subgrade Preparation °SF ,; 32,160 $ 0.40' B $ - 12,864 8'Z�AC,Dike•-- -� """ """ _-•;LF-�- = •�_400 $ — 8.00 . B $ - 3,200 8" Curb & Gutter Type A-8 «' ` - LF _�,:.i r 1,057 $ - 11:00 B $ :, ' 11,627 4'-.PCC'Sidewalk-•�. -r-' �-=-.--_,. rr_: SF"':' -----8,820: -$--- 2.50 B $ _ 22,050 Striping = LF 1,800 . $ — 0.25 E, $ 450 Street Signage EA s 6 $ 200.00 B $ ' _ 1,200 Joint Trench Utilities LF, 1,320 $ '. 16.50 E $.` 21,780- Surface�lm oiiements Sub"fotal 4 -, +�.+-.-�y��r�-.^+'mti—e.s+r�--bye- ...rsn,--�c-pN _�» `5urface;lm rovemen.ts Cont�ngern,1,0/ f `"' .,, „pro a $�14;772 �( WATER DISTRIBUTION . IMPROVEMENTS 6" DIP Water Mairi _LF 6 '$ 33.00 B $ 198 12" DIP Water Main -,LF 150 $ 45.00 'B' $ 6,750 18" DIP Water Main LF 2,001 $ 59.00 B. $- 118,059 6" Gate Valve EA' 1 • $. .920.00 B _ $' 920 18" Butterfly Valve EA ,- 13 '$.• _ 3,500.00 . B $ • . `45,500 6" Blow Off . EA, 3 $ 750.00 .13 $ . 2,250 ' g n M r Cross EA ' - 2 .$ 350.00 B $ 700 Tee EA' , 2 _$ '. 310.00 NC $ 620;,-- Elbow EA 1. $ 200.00 B $ 200 Reducer .EA 3 $ 150.00 E] $ 450 SEWER IMPROVEMENTS - 10" VCP Sewer Main LFr -. 914 $ ' 23.00 B $ _ 21,022 Sewer -Manhole EA 3 $ 1,400.00 - B $ 4,200 Sewer�5`u6ytota%���� �Sa-r.,,.1• -*�. iia\.+..mow '�' ewer�Cont►n enc °�,,�' 4 , _ . ,�. a _ A2 g ,Z . 2 � i 5'2 2 •Y '`�10% � -- { . witk��? � �����1 ��FFk'. ['�•',`iRrop��, , :1I-��µ+�'�... .c'le t'��� .tte.Y ..�� _N:\SD0898\Doc\Const$Offsite.xls \ t! ESTIMATE FOR OFFSITE IMPROVEMENTS e , 01 /08/04 " u STONE CREEK RANCH' 'y4... . *.; t� ...� - . ; •• _♦.. t - ;�: Offsite Improvement Estimate' Engineer. Nolte and Associates 15090 Avenue `of Science #101 San Die o; CA 92129 OT E- % ., ITEM DESCRIPTION UNITS •� 'TOTAL UNIT PRICE'.' COST • SUBTOTALS QUANTITY . ; w } - `�- • . NORMAN L. SAKARA '= R.C.E. 46166 . EXP.12/31/06 •. • �r` , � '; . s `r x+ .f ' .ESTIMATE FOR OFFSITE IMPROVEMENTS },Y 01/08/04. STONE CREEK RANCH t# f Offsitelrrprovernent Estimate Engineer. Nolte and.Associates 15096 Avenue of Science #101 San Diego, CA 92129 a Nor .... ITEM DESCRIPTION, . UNIT` .'TOTAL : UNIT PRICE' COST SUBTOTALS , E, w- `QUANTITY 488,7171- r a _ y NORMAN L. SAKARA R.C.E. 46166:. EXP.12/31/06 ESTIMATE -FOR OFFSITE IMPROVEMENTS 01 /08/04 STONE CREEK RANCH Offsite'Improvement. Estimate - Engineer. Nolte and Associates 15090 Avenue of Science #101 San Diego, CA 92129 "oT e ITEM DESCRIPTION UNIT I TOTAL QUANTITY UNIT PRICE COST "_ SUBTOTALS GRADING & EROSION CONTROL Landscaping SF ' 23,000 $ 3.50 ; B $ 80,500_ :Grading Subtotal ri - � r� t -"� ;. "' :,,; • wg $ a%' 80,500,' Grading Contingency 10%; r $ !. '8,050, DRAINAGE IMPROVEMENTS (PUBLIC) 12" HDPE Drain Pipe. ,LF 40 $ 25.00 $ 1,000, Curb Inlet Catch Basin, EA 1 $ 4,200.00 B $ 4,200 Drywell '• EA 1. $ 10,000.00 B $ 10,000 Drainage Subtotal -_ •. _ �,�r � . , � $... �.. 15,200, Contingency, m10%Drainage.. _. ..,.:x. a ;50 SURFACE IMPROVEMENTS Sawcut and Remove Pvmt. , SF ° <.�2;700- �$ 0.50 B $ 1,350 Grind and Overlay t SF.' 15,310 $ 1.00 B $ 15,310 Collector 4" AC/ 6" CAB SF ' 32,160 $- 1.80 B $ 57,888 Subgrade Preparation SF 32,160 $ 0.40 B $ • 12,864 8" AC Dike LF. 1, 00, i$ . 8.00 B 1 $ •3,200 8" Curb & Gutter Type A-8 LF 1,057 .$ 11.00 B '$ 11,627- 4" PCC Sidewalk ' • SF 1'8;820, $ 2.50 B $ 22,050 Striping LF 1,800 "$ 0.25 E $ 450 Street Signage' EA 6_ $ 200.00 B $ 1,200 Joint Trench Utilities LF 1,320 $ 16.50 ,E $. 21,780 %Surface Im-ovements;Subtotal ";', wK w, r'"� r,r r ray; •147,719' `Surface lm` rovements Contingeiri'..10%'"=s =. "- �.- �"'" ' T f`? °`';" ,4 ,' �'" -�14 772; $_- ." , WATER DISTRIBUTION- IMPROVEMENTS �B 6" DIP Water Main LF _ 6 $ 33.00 $ 198 12" DIP Water Main LF 150 $ 45.00 B $ 6,750 18" DIP.Water Main W LF' 2,001 $ 59.00 B $ 118,059 6" Gate Valve EA 'r ' 1 $ 920.00 ' B:_ .$ 920 18" Butterfly Valve EA 13 $ ` 3,500.00 B $ 45,500 6" Blow Off EA 3 $ 750.00 B $ 2,250 Cross EA 2 $ _ 350.00 B $ 700 Tee' EA 2 `$ 310.00 NC $' 620 BERRYMAf Elbow EA 1' .$ 200.00 B $ 200 CA- Reducer . _ EA' ; ' 3 $ 150.00 E $ 450 " .r°w.-s �r 'r;,Water Subtotal{. *• :: £, 3±:� `�` , :;.. ". .F r ... 1 k.< • ..�. f;4y: $ r 5,6 7; 17 4 Water Contingena ? ,.-.�____"�., SEWER IMPROVEMENTS 10" VCP Sewer Main-' LF 914 $ 23.00 B $ 21,022 Sewer Manhole EA 3 $ . 1,400.00 • B a $ 4,200 " SerirerSubtotal iw_. Sewer,.Contrngenc .t °,. "'� ; .10% s H..:�• :.". `,'ri ?��i ' w#; 2,522 'µme ...<N „' a ryc, any yr ' ,[. � 4 .",� •' V'G��- 4 . � .. �� w�',qg`,� �� � ,4 �,. vk } �,.� ^ ; ;' - age co - NASD0898\Doc\Const$0ffsite.x1s . _NCFi 60:77771-55-Cit:of.auIltP.&A�102/004I 754NhE :002/00 �.. Revenue Code l/ October 12, 2004 Mr. Jim Major, PM Stone Creek Ranch 40.-892 Old, Ranch Trail . La Quinta., CA 92253 �a -E ncroachment Encroachment Permit No.. — Tract Map 30834 On and Off -site Street Improvements for Stone Creek Dear Mr. Major: 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% of original fee for.each.year the permit has been expired. 'ORIGINAL PERMIT FEE. 10% . EXPIRATION PENALTY For each _year permit has been ex ired $13,430 $0 RENEWAL.AMOUNT DUE: `100 if you have any questions or need additional information, please caN Je se Jime a (760) 777-7089. Sincerely, . Anthony Colarossi 'Assistant Engineer I Public Works Department . CC:- Raoul Martinez, Assistant Engineer 11 Jesse Jimenez, Counter Technician Permit No..4089 L .3 - 1782 ,. -� t, a LA JOLLA BANK 6134 Le Granada MADISON ESTATES, LLC Raricho Santa Fe, CA 92067 J ' 437 SOUTH HIGHVIIAY t01.. SUITE 219 s + 90-8649/3222 .. - j =SOLANA BEACH,'CA492075 � , 10/1'5/2004 !C ofl Quin *'867.00 _ l6ndred Sixty Seven and:00/100** **:*'***+ •*:**:*********.**** ********************:*:.*******#:***:***:#. ` •.DOLLARS s City ofQuintal ,La , 7. .11.0008211' :322286492i: 02LLOL7714211- j .......... _ ..._ ........... . MADISON ESTATES, LLC. 1782 ity of La Quinta 10/15/2004 V Type Reference Original Amt. Balance Due Discount Payment 04 Bill 3894 100.00 100.00 100.00 34 Bill 3894 767.00 767.00 767.00 Check Amount 867.00 :i Checking 867.00 October 12; 2004 Mr. Jim Major,:PM Stone Creek. Ranch: . - 40 892 Old _Ranch Trail 'La Quinta, CA 92253, Re: Encroachment Permit N6.3894 — Tract Map 30834 -On :and Off -site Street Improvements for Stone Creek .Dear Mr.Major: Please come to the Public Works Department counter and pay the following permit fees to renew this permit. ' The renewal fee is as follows: a Encroachment Permit - renewal of expired permit " $100 :00 plus .10% of original fee for each year. the permit has been expired - OR IGINAL PERMIT FEE. 10% EXPIRATION PENALTY. , For each year permit has - been ex ired $13;430 .. $p $100 . RENEWAL AMOUNT DUE:,., $100 October 12, 2004 Mr. Jim Major, PM,Stone Creek Ranch , 40-892 Old Ranch Trail La Quinta, CA 92253 Re: Encroachment Permit No: 3894 — Tract Map 30834 ' Rough Grading Improvement for.Stone,Creek Dear Mr. Major: Please come to the Public Works Department counter and pay the following permit fees to renew this permit. y The renewal fee is as follows: Encroachment Permit— renewal of expired permit, $100.00 plus 10%° of original fee for each year the permit. has been expired , ORIGINALS PERMIT FEE ;: 10% EXPIRATION PENALTY For each year permit has, been ex fired $6,668.33 $667 $100 RENEWAL AMOUNT DUE: $767 j If you have any questions or need additional information, please call Jesse Jimenez at. (760) 777-7089. Sincerely; Anthony Colarossi Assistant Engineer I Public Works Department CC:: 'Raoul Martinez, Assistant'Engineer II _ Jesse Jimenez, Counter. Technician Permit No. 3894 '