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3405E Frith 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: Minor Improvement Permit Class IV LOCH IWO�NOFCONSTRUCTION MILES AVENUE / FRED WARING/JEFFERSON Y UT 24197 (Street address or Description of Location) PURPOSE OF CONSTRUCTION ROUGH GRADING Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION SEE ATTACHED SPECIAL CONDITIONS DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED 75 ACRES APPROXIMATE TIME WHEN WORK WILL BEGIN 0119101 APPROXIMATE TIME OF COMPLETION 4/15/01 ESTIMATED CONSTRUCTION COST $ ,568,118.00 (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. y Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. S nature of Applicant or Agent CENTURY CROWELL COMMUNITIES 909 381 6007 Name of Applicant (please print) Business Address Telephone No. SAME AS ABOVE Name of Contractor and Job Foreman Business Address Telephone No. 714188 R 02120 Contractor's License No. City Business License No. GOLDEN EAGLE INSURANCE CO NWC544068-00" Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 11I. 5 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ 70A-1- SA Permit -Feb- �00,.00 Penalty as built 1000.00 deposit Cash Deposit Surety Bon check 3UUl .UU Bred t. if required TOTAL: Receipt No. Received by $ 15y143.54 Date APR 1 772001 34 5 CITY DF LA QU VA IDATION FINANCE DEPT IMIT l4n. DATE APPROVED 3/30/01 EXPIRATION DATE 3/30/02 DATE ISSUED � ,73/30//Pi / By/1.�f Administrative Authority Recorded by Telephone: (760) 777-7075 t The following General and Special Provisions are attached to and made a part of Permit No. GENERAL PROVISIONS The following shall always apply: ENROACEMIENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACKLAYING CONSTRUCIION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2') of A.C. surfacing plus appropriate seal cost as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quints shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall' be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and'compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quints 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: tl NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. U'rILM CLEARANCE: (Substructures) Prior to making any excavation 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. UrELM 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 inches of A.C. paving placed on inches of class aggregate subbase course having an 'R' value of not less than and in conformance with City of La Quints Road Improvement Standards and Specifications, Ordinance #461. R'S PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shallbe graded to a slope of 1/4 inch to one foot (I,). 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 (_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 2 1/2 inches of A.C. paving placed on (_) of class aggregate base. Driveway construction shall conform to attached drawing. R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. RI SOEL STRRn.IZ'EM The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with. the manufacturer's specifications. t Y 11 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of La Quints may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quints forces to preclude delay or interference with State of 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 involved shall be completely tied out so they may readily and correctly be replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper project clearance. R'13 PAVEMENT' CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer.. (Under no circumstances shall excavating equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. R116 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing an adequately consolidated backfill. Any material which the City of La Quints deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of 95 percent shall be attained with the structural section of the roadway. R17 BACKFILL PLACEMENT: Backfill shall be applied. in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous. RIS COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 feet and a minimum of one (1) test on each road: One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R1.9 COMPACTION TESTS: If so required -by the inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01. of the Standard Specifications, Division of Highways, State of California, dated January 1973. g2 0 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. R21 PERMANENT. PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class base shall be placed no later than days after completion of temporary road repair. R2'2 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. R2 3 STREET RF.SI'RIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon completion of permanent repairs. R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or barricades. shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. eir" . 4.; SPECIAL CONDITIONS --PERMIT NO. 3405 --- Century Crowell Communities --- 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. Century Crowell Communities, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control pursuant to the Fugitive Dust Control Plan. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 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. Work performed within 500 feet of a major and/or signalized intersection is restricted between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275- 6894 if signal operation at the intersection is to be altered in any way. 6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions - Permit No. 3405 Pagel of 3 -! SPECIAL CONDITIONS --PERMIT NO. 3405 --- Century Crowell Communities --- 8. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of one travel lane of paved surface shall be maintained with flagmen at all times. 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 10. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), and as required by the Public Works Department. Backfill shall be completed in lifts, not to exceed V, compacted to 90% minimum relative compaction. Native material may be used, provided the material is suitable for use as backfill after construction operations. Controlled Density Fill (C.F.) may be used as an alternative. 12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths 'of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement shall be replaced as follows: a) Sawcut and remove existing a.c. surfaces a distance of one foot (P) beyond all trench walls, including any sloughing or cave in of adjacent soils. Undermined a.c. surfaces shall be removed. All a.c. edges shall be straight, clean and vertical. b) Provide an existing section (four -and -one-half inches [4'/2"] minimum) of crushed aggregate or miscellaneous base material., compacted to 95% minimum relative compaction. Special Conditions - Permit No. 3405 . Page 2 of 3 SPECIAL CONDITIONS --PERMIT NO. 3405 --- Century Crowell Communities --- c) Provide an existing section plus one inch (1") [four inches (4") minimum] of asphalt concrete in two (2) or more lifts; the first lift(s) comprised of a base course a.c. material, of a City approved mix design, meeting the requirements of Greenbook class B-AR-4000; the final 0.10' lift comprised of a wearing course a. c. material, of a City approved mix design, meeting the requirements of Greenbook class C2-AR-4000. All pavement edges shall be flush with adjacent a.c. surfaces. Each lift of a.c. material shall be compacted to 95% minimum relative compaction. d) For trenches greater than two feet (2') in width, the Permittee shall perform a grind and a.c. overlay of 0.10' depth for three feet (3') in addition to the pavement replacement specified above. 16. Permittee shall notify the City of La Quinta Public Works Department a minimum of 48 hours prior to commencement of any construction at (760) 777-7075. 17. Permittee shall stabilize any soil that was disturbed (shoulder areas, etc.) as a result of work performed under this permit with an approved dust control treatment. 18. 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. 19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 20. This permit authorizes rough grading for Monticello, Tract 24197, per the approved plans. Special Conditions - Permit No. 3405 Page 3 of 3 NOTE: ' With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR, PERMIT !$ PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, 'parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS 7j j3o�r, l /I Subdivision Improvement Permit — Class I I I DATE: ( Minor Improvement ZPee mit lass 1 �rL LOCATION OF CONSTRUCTIONY-�`�SST• (Street address or Description of Location) PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED ° I APPROXIMATE TIME W EN WORK WILL BEGIN tS G,L APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ O (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 and all applicable rules and regulations of the City of La Quints and to pay for any additional;.replacement necessary as the result of this work. /j Signature of A -cant or Agent C/f% — J Name of Appllca6l (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. ©� i a. //�,,/J� Contractor No. uu//'' ��L / /' I /� / L/ GlJ C� City Bulsi/ness Liacen/se No. _ eqQ Jr7" U�7 Applicant's Insurance Com' ny Policy Number FEES: Subdivision Improvement Permit —Class III Public improvements: 3%of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ I l6 `43 • S`f Permit Fee 1 6 D Penalty A,::, -,kA(L-T (0-o — Pk-pOSc—r Cash Deposit -Surety Bon ?j60 U if required 2 C� TOTAL: Receipt No. Received by Date 2774 PERMIT VALIDATION PERMIT NO. 34' V S DATE APPROVED ?%IFo 1A / EXPIRATION DATE 3�3d�V DATE 1 ED 3 7 V r V By dministrafive Authority., Recorded by Telephone: (619) 777-7075 Cost Estimate Monticello - Tract No. 24197-1 Item Description Quantity Unit Price Cost Rough Grading 1 Clearing & Grubbing 13 Ac. $500.00 /Ac. $6,500 2 Street & Lot Grading 42,000 C.Y. $1.75 /C.Y. $73,500 3 Park Grading 95,000 C.Y. $1.75 /C.Y. $166,250 Subtotal $246,250 Street Improvements Interior Streets: 1 Paving (Y AC, 4Y2' AGG. Base & cross gutters) 60,000 S.F. $1.40 /S.F. $84,000 2 6" Curb & Gutter 3,550 L.F. $10.00 /L.F. $35,500 3 Cross Gutters 4,500 S.F. $5.00 /S.F. $22,500 4 4" Sidewalk 13,600 S.F. $2.00 /S.F. $27,200 5 24" R.C.P. Storm Drain 0 L.F. $38.00 /L.F. $0 6 Catch Basins 0 Ea. $3,500.00 /Ea. $0 7 Street Signs 4 Ea. $250.00 /Ea. $1,000 8 Stop Sign & Painting 5 Ea. $250.00 /Ea. $1,250 Miles Avenue: 9 Paving - (4" AC, 6" AGG. Base) 28,000 S.F. $2.00 /S.F. $56,000 10 4" Sidewalk 6,900 S.F. $2.00 /S.F. $13,800 11 8" Curb & Gutter 1,250 L.F. $12.00 /L.F. $15,000 12 Street Striping 1 L.S. $5,500.00 /L.S. $5,500 Subtotal $261,750 Water Improvements - Indio Water 1 16" DIP Water Main (with fittings) 1,340 L.F. $52.00 /L.F. $69,680 2 12" DIP Water Main (with fittings) 140 L.F. $40.00 /L.F. $5,600 3 10" DIP Water Main (with fittings) 0 L.F. $35.00 /L.F. $0 4 8" PVC Water Main (with fittings) 780 L.F. $25.00 /L.F. $19,500 5 1" Service (with Meter) 30 Ea. $170.00 /Ea. $5,100 6 6" Fire Hydrant Assembly 7 Ea. $2,500.00 /Ea. $17,500 7 Park, Retention Basin & Parkway Services 1 Ea. $7,500.00 /Ea. $7,500 QRoFEssroN 3'so q��Z Subtotal $124,880 CO No.24069 zm 0, EXP 12-31-2001 �--- . �OF CAI.tFOP . 02/08/2001 Job No. 2512 Page 1 of 2 Cost Estimate Monticello - Tentative Tract No. 24197-1 Item Description Sanitary Sewer Improvements 1 10" VCP Sewer Main (with fittings) 2 8" VCP Sewer Main (with fittings) 3 48" Dia. Manholes 4 4" VCP Laterals Dry Utilities & Improvements 1 Electric, Gas & Telephone 2 Traffic Signal Upgrade 3 Perimeter Wall 4, Permits and Fees 5 Retaining Wall - 2' tall 6 Retaining Wall - 2'8" tall 7 Retaining Wall - 3'4" tall 8 Retaining Wall - 4' tall 9 Retaining Wall - 6' tall Landscaping 1 20' strip 2 Retention Basin 3 Park Site Quantity 1,730 L.F. 3,100 L.F. 19 Ea. 1,100 L.F. 30 Ea. 0 L.S. 3,000 L.F. 1 L.S. 780 L.F. 180 L.F. 300 L.F. 270 L.F. 230 L.F. 23,000 S.F 0 S.F 176,000 S.F Unit Price Cost $26.00 /L.F. $44,980 $22.00 /L.F. $68,200 $2,000.00 /Ea. $38,000 $10.00 /L.F. $11,000 Subtotal $162,180 $1,800.00 /Ea. $200,000.00 /L.S. $30.00 /L.F. $9,000.00 /L.S. $26.00 /L.F. $35.00 /L.F. $44.00 /L.F. $52.00 /L.F. $78.00 /L.F. $54,000 $0 $90,000 $9,000 $20,280 $6, 300 $13,200 $14,040 $17, 940 Subtotal $224,760 $2.50 /S.F. $57,500 $2.50 /S.F. $0 $2.50 /S.F. $440,000 Subtotal $497,500 Summary of Improvement Costs: Rough Grading $246,250 Street Improvements $261,750 QAOFsssi, SanitarySewer Improvements �� y,�•son,E p $162,180 Water Improvements $124,880 No. 240E Dry Utilities $224 760 EXR 12.31 Landscaping $497,500 CIVL ��0�'CAIiFt TOTAL COSTS $1,517,320 =` , 35% CONTINGENCY $531,062 TOTAL $2, 048,382 The above quantities and costs are approximate and prepared for the city to determine the bond account. Unforeseen adjustments will likely occur during final design. Neither the Engineer nor the Developer guarantee these quantities or costs, and financial decisions should be made accordingly. 02/08/2001 Job No. 2512 Page 2 of 2 _ NUEVO ENGINEERING, INC. 7"11 COUNTRYCLUB DRIVE • BERMUDA DUNES. CA92201 •7=45.1778 • FA)(WJ45.8704 GENERAL ENGINEERING CONTRACTOR •LICENSE #438834 PROPOSAL & CONTRACT Page No. of Pages TO PHONE DATE Century Crowell Communities 381-6007 2/21101 JOB 1535 South "D" Street STE #200 Monticello Tract #24197 San Bernardino CA 92408 Dudek & Assoc. Plans dated 1/31/01 Attn: Don Alexander Sheets 1-4 We hereby submit specifications and estimates for: MOBILIZATION $ 7,500.00 CLEARING $ 10,500.00 PREWATER $ 29,250.00 SITE EXCAVATION 361,500 C.Y. @ $ .88/C.Y. $ 318,120.00 OVER EXCAVATION 57,100 C.Y. @ $ .88/C.Y. $ 50,248.o0 FINISH $ 152,500.00 $ 568,118.00 PROPOSAL NOTES: 1. Bid includes listed items only. 2. Bid excludes: a) Engineering, inspections and permit fees b) Soil testing c) Construction water costs d) Utility removal, relocation and adjustment e) Structural excavation and backfill f) Retaining wall and block wall over excavation 3. Bid based on unapproved plans. Bid may be revised upon receipt of approved plans and/or soils report. 11. Bid based on one move only. Grades to be certified to ± 0.1 ft of planned elevations prior to move out. 5. Bid firm thru 3/21/01: Increases in equipment and labor costs beyond 3/21/01 shall be passed. on to owner. 6. Owner to provide source for sufficient supply of construction water at construction .site boundary. 7. Nuevo Engineering, Inc. will be responsible for dust control only while working on the job site. 8. Retention to be paid 30 days after completion of this subcontractor's work. 9. Bid to balance. No import or export. Park and commercial sites to be used as balance areas. 10.Over excavation quantities include pads #92-177 and #207-209 only. I; propose hereby to furnish. matarial and labor —complete in accordance'with above specifications, for the sum of: Payment to be made as lollows: dollars ($ All material is guaranteed to be as specified. All work to be completed in a workmanlike Authorized manner according to standard practices. Any alteration or deviation from above specifica- tions involving extra costs will be executed only upon written orders, and will become Signature an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary Note: This proposal may be withdrawn insurance. Our workers are fully covered by Workmen's Compensation Insurance. by us if not accepted within days. Arreptance of ProPOSSI—The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Signature Date of Acceptance: Signature