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HomeMy WebLinkAboutContract 32142 COMMUNITY FACILITIES AGREEMENT THE STATE OF TEXAS § City Secretary COUNTY OF TARRANT § Contract No. WHEREAS, Hillwood Residential Services, L.P., hereinafter called "Developer", desires to make certain improvements to Heritage Addition Phase 3B Section 1, an addition to the City of Fort Worth, Texas; and WHEREAS, the said Developer has requested the City of Fort Worth, a municipal corporation of Tarrant and Denton Counties, Texas, hereinafter called "City", to do certain work in connection with said improvements. NOW, THEREFORE, KNOW ALL BY THESE PRESENTS: That said Developer, acting herein by and through Brian Carlock, its duly authorized Vice President of Hillwood Development Company, a Texas limited liability company, General Partner of Hillwood Residential Services, L.P., a Texas limited partnership and the City, acting herein by and through Marc Ott, its duly authorized Assistant City Manager, for and in consideration of the covenants and conditions contained herein, do hereby agree as follows: I. General Requirements A. The Policy for the Installation of Community Facilities ("Policy") dated March 2001, approved by the City Council of the City of Fort Worth, is hereby incorporated into this Community Facilities Contract as if copy herein verbatim. Developer agrees to comply with all provisions of said Policy in the performance of its duties and obligations hereunder. B. The requirements of the Policy shall govern this Community Facilities Agreement, provided, however, that any conflict between the terms of this Community Facilities Agreement and the Policy shall be resolved in favor of this Agreement. C. Developer shall provide financial security in conformance with paragraph 6, Section II, of the Policy. D. The Developer shall award all contracts for the construction of community facilities in accordance with Section II, paragraph 7 of the Policy. 73,CC'- CFA-tpw-secI-rev2.doc1 4r U E. The contracts for the construction of the public infrastructure shall be administered in conformance with paragraph 8, Section I1, of the Policy. F. The Developer further covenants and agrees to, and by these presents does hereby, fully indemnify, hold harmless and defend the City, its officers, agents and employees from all suits, actions or claims of any character, whether real or asserted, brought for or on account of any injuries or damages sustained by any persons (including death) or to any property, resulting from or in connection with the construction, design, performance or completion of any work to be performed by said Developer, his contractors, subcontractors, officers, agents or employees, or in consequence of any failure to properly safeguard the work, or on account of any act, intentional or otherwise, neglect or misconduct of said DEVELOPER, his contractors, sub-contractors, officers, agents or employees, whether or not such injuries, death or danra'-es are caused, in whole or in part, by the alleged negligence of the City of Fort Worth, its officers, servants, or employees. G. Developer shall install or adjust all of the required utilities to serve the development or to construct the improvements required herein. H. In the event that City participation exceeds $25,000, Developer agrees that no street construction or storm drainage will begin prior to City Council approval of this Community Facilities Agreement. (Article 104.100, Ordinance 7234). L Developer agrees that no lot shall be occupied under a certificate of occupancy until the improvements required herein have been constructed (Article 104.100, Ordinance 7234). J. Developer hereby releases and agrees to indemnify and hold the City harmless for any inadequacies in the preliminary plans, specifications and cost estimates supplied by the Developer for this contract. K. Developer agrees to provide, at its expense, all necessary rights of way and easements across property owned by Developer required to construct current and future improvements provided for in this agreement. -grr CFA-tpw-secl-rev2.doe 2 L. Developer agrees to construct proposed improvements as shown on the exhibits attached hereto. The following exhibits are made a part hereof. Water(A) None; Sewer(A-1)None; Paving(B) attached; Storm Drain(13- 1) attached; Street Lights and Signs (C) attached. II. Street and Storm Drain Facilities A. The Developer(s) agree to install or to cause to have installed, the street, storm drainage, street lighting, street name sign and other community facilities improvements shown as "current improvements" on the attached Exhibits B, B1, and C. B. As shown below in the "Summary of Cost for Street and Storm Drain Facilities", the Developer shall fund its share of "current improvements" and shall pay to the City for its share of the cost of street, storm drainage, street lighting, street name signs as shown on the attached Exhibits B, B 1, and C. The estimated total cost of current improvements and related support services specified in this agreement, including design, construction and inspection is estimated to $1,527,365.46 Item Developer City Cost Total Cost Cost A. Construction 1. Streets $1,034,327.40 $ - $1,034,327.40 2. Storm Drainage $328,799.00 $ - $328,799.00 3. Street Lights $108,300.00 $ - $108,300.00 4. Street Name Signs Name Blades Only) $1,190.00 $ - $1,190.00 B. Engineering Design C. Construction Engineering and Management by DOE 4% $54,749.06 M $54,749.06 TOTALS $1,527,365.46 $ - $1,527,365.46 Notes: 1. All Preliminary Plats filed after July 2000, will require sidewalks on all streets. Sidewalk cost is included under street cost. The developer is responsible for installation of sidewalk. 2. Developer's column for Item C represents four percent (4%) cost for construction CFA-tpw-sec 1-rev2.doc 3 inspection fees and materials testing. The City will pay additional inspection fee over 4%. 3. City not preparing plans and specifications. IN TESTIMONY WHEREOF, the City of Fort Worth has caused this instrument to be executed in quadruplicate in its name and on its behalf by its Assistant City Manager, attested by its City Secretary,with the corporate seal of the City affixed, and said Dell eloper _has e ecuted this instrument in triplicate, at Fort Worth, Texas this the day of 71 , 2005. Approval Recommended: Transportation and Public Works Department I l�I® l�fl��C 1���IJi131wD► � �i�` �f -- - - Robert Goode, P. E. Director ATTEST: City Of Fort Worth By: �Y1Cxr Marc Ott City Secretary Assistant City Manager Approv cr s to Form: Assistant orney DEVELOPER Hillwood Residential Services, L.P. A Texas limited partnership ATTEST: By: Hillwood Development Company, a Texas limited liability company, it's general partner By: Corporate Secretary B �an , ice President rA IVE© CITY !�RRARV CFA-tpw-secl-rev2.doe 4 � �H, Uaca Q'Ui�l PROPOSAL (This Proposal must not be removed from this book of Contract Documents) TO: HILLWOOD RESIDENTIAL SERVICES, L.P. Fort Worth, Texas DEVELOPER February 2005 c/o CARTER & BURGESS, INC. FOR: STREET IMPROVEMENTS FOR HERITAGE ADDITION PHASE 313 SECTION 1 D.O.E. NO. 4836 Pursuant to the foregoing "Notice to Bidders," the undersigned bidder having thoroughly examined the Contract Documents, Plans, Special Provisions, Standard Special Provisions, the site of the project, and understanding the amount of work to be done, and the prevailing conditions hereby proposes to do all the work as provided in the Plans and Contract Documents subject to inspection and approval by the Director of Public Works of the City of Fort Worth, Texas, and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond and Payment Bond, and such other bonds as may be required by the Contract Documents, for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: DESCRIPTION OF ITEMS SPEC PAY APPROXIMATE WITH BID PRICES WRITTEN IN UNIT AMOUNT ITEM ITEM QUANTITY WORDS PRICE BID STREET IMPROVEMENTS ONSITE 210 1. 28,915 S.Y. 6" Lime Stabilized Subgrade (Includes Preparation of Subgrade), complete in place for the sum of One Dollar & Sixtv Cents per Square Yard $1 .60 $46,264.00 2. 27,990 S.Y. 6" Reinforced Concrete Pavement (Includes Joint Sealer and 7" STD Attached Concrete Curb), complete in place for the sum of Eighteen Dollars & Nineteen Cents per.Square Yard $18.19 $509,138.10 01 1540.010C P-1 FT, 1W ITH, YEN. DESCRIPTION OF ITEMS SPEC PAY APPROXIMATE WITH BID PRICES WRITTEN IN UNIT AMOUNT ITEM ITEM QUANTITY WORDS PRICE BID 212 3. 434 TON Hydrated Lime for Subgrade (30/S.Y.)*, complete in place for the sum of Eighty Dollars & No Cents per Ton $80.00 $34,720.00 314 4. 228 L.F. Standard Concrete Street Header, complete in place for the sum of Ten Dollars & No Cents per Linear Foot $10.00 $2,280.00 .506 5. 224 L.F. End-of-Road Barricades per Details, complete in place for the sum of Forty-Five Dollars & No Cents per Linear Foot $ 45.00 $10,080.00 6. 9,170 S.F. Standard 4' Wide Sidewalk V complete in place for the sum of Three Dollars & No Cents per Square Foot $3.00 $27,510.00 7. 1,006 S.F. 5' Wide Sidewalk, complete in place for the sum of Three Dollars & No Cents per Square Foot $3.00 $3,018.00 011540.0100 P-2 i DESCRIPTION OF ITEMS SPEC PAY APPROXIMATE WITH BID PRICES WRITTEN IN UNIT AMOUNT ITEM ITEM QUANTITY WORDS PRICE BID 8. 25 EA. Sidewalk Ramps, complete in place for the sum of Seven Hundred Dollars & No Cents per Each $700.00 $17,500.00 9. 150 L.F. Centerline Striping/Buttoning, complete in place for the sum of Seven Dollars & No Cents per Linear Foot $7.00 $1 ,050.00 10. 811 S.F. Brick Pavers per Detail, complete in place for the sum of Thirteen Dollars & No Cents per Square Foot $13.00 $10,543.00 11. 1,960 S.F. 4' Crosshatch Sawcut, complete in place for the sum of One Dollars & No Cents per Square Foot $1 .00 $1,960.00 12. 760 S.F. 2' Crosshatch Sawcut, complete in place for the sum of Two Dollars & No Cents per Square Foot $2.00 $1,520.00 I("IJ'`r'1 1C�'11 011540.01ac P-3 DESCRIPTION OF ITEMS SPEC PAY APPROXIMATE WITH BID PRICES WRITTEN IN UNIT AMOUNT ITEM ITEM QUANTITY WORDS PRICE BID 13. 140 S.F. 12"-18" Diameter Rock Rip Rap, complete in place for the sum of Seven Dollars & No Cents per Square Foot $7.00 $980.00 14. 198 L.F. 4" White Paint Strip for Parking Spaces Two Dollars & No Cents per Linear Foot $2.00 $396.00 15. 35 E.A. Manhole Blockouts One Hundred Fifty Dollars & No Cents per Each $150.00 $5,250.00 16. 1 L.S. Storm Water Pollution Prevention Maintenance One Thousand Dollars & No Cents per Lump Sum $1,000.00 $1,000.00 17. 1 L.S. Construction Material Testing per City of Fort Worth requirements Eleven Thousand Five Hundred Dollars & No Cents per Lump Sum $11,500.00 $11,500.00 18. 1 L.S. City Required Bonds Seven Thousand Dollars & No Cents per Lump Sum $7,000.00 TOTAL STREET IMPROVEMENTS ONSITE--- $691 76 777v R7, V 011540.01 OC P-4 DESCRIPTION OF ITEMS SPEC PAY APPROXIMATE WITH BID PRICES WRITTEN IN UNIT AMOUNT ITEM ITEM QUANTITY WORDS PRICE BID STREET IMPROVEMENTS HERITAGE TRACE PARKWAY 210 1. 10,750 S.Y. 6" Lime Stabilized Subgrade (Includes Preparation of Subgrade), complete in place for the sum of One Dollar & Sixty Cents per Square Yard $1.60 $17,200.00 314 2. 9,995 S.Y. 8" Reinforced Concrete Pavement (Includes Joint Sealer and 7" STD Attached Concrete Curb), complete in place for the sum of Twenty-three Dollars & Thirty-four Cents per Square Yard $23.34 $233,283.30 212 3. 161 TON Lime for Subgrade (30#/S.Y.) , complete in place for the sum of Eighty Dollars & No Cents per Ton $80.00 $12,880.00 1 4. 28 L.F. Standard Concrete Street Header, complete in place for the sum of Ten Dollars & No Cents per Linear Foot $10.00 $280.00 5. 29 L.F. Connect to Existing Pavement, complete in place for the sum of Ten Dollars & No Cents per Linear Foot $10.00 �1 rwionmj Tot 01 1540.010C P-5 DESCRIPTION OF ITEMS SPEC PAY APPROXIMATE WITH BID PRICES WRITTEN IN UNIT AMOUNT ITEM ITEM QUANTITY WORDS PRICE BID 506 6. 28 L.F. Standard End-of-Road Barricades per Details, complete in place for the sum of Forty-five Dollars & No Cents per Linear Foot $45.00 $1,260.00 7. 10,006 S.F. Standard 4' Wide Sidewalk, Complete in place for the sum of Three Dollars & No Cents per Square Foot $3.00 $30,018.00 8. 515 S.Y. Sawcut & Remove Temporary Transition, complete in place for the sum of Eight Dollars & No Cents per Square Yard $8.00 $4,120.00 9. 400 S.Y. Temporary Concrete Transition per Detail, complete in place for the sum of Thirty Dollars & No Cents per Square Yard $30.00 $12,000.00 10. 966 L.F. Sawcut & Remove Existing Curb and Gutter, complete in place for the sum of Ten Dollars & No Cents per Linear Foot $10.00 _U&60.00 ,NN12lAt. Rob CITY W'ARA'Iff 011 530.01 oc P-6 DESCRIPTION OF ITEMS SPEC PAY APPROXIMATE WITH BID PRICES WRITTEN IN UNIT AMOUNT ITEM ITEM QUANTITY - WORDS PRICE BID 11. 258 L.F. 7" Concrete Curb & Gutter, complete in place for the sum of Twenty Dollars & No Cents per Linear Foot $20.00 $5,160.00 12. 1 L.S. Centerline Striping and Buttoning, complete in place for the sum of Two Thousand Dollars & No Cents per Lump Sum $2,000.00 $2,000.00 13. 2,467 L.F. Remove Existing Double Centerline Striping, complete in place for the sum of One Dollars & No Cents per Linear Foot $1.00 $2,467.00 14. 1 L.S. Restripe Centerline of Existing Heritage Trace Parkway Lane, complete in place for the sum of Three Thousand Dollars & No Cents per Lump Sum $3,000.00 $3,000.00 15. 1 L.S. Storm Water Pollution Prevention Maintenance Five Hundred Dollars & No Cents per Lump Sum $500.00 $500.00 011540.0100 P-7 DESCRIPTION OF ITEMS SPEC PAY APPROXIMATE WITH BID PRICES WRITTEN IN UNIT AMOUNT ITEM ITEM QUANTITY WORDS PRICE BID 16. 1 L.S. Construction Material Testing per City of Fort Worth requirements Four Thousand Five Hundred Dollars & No Cents per Lump Sum $4,500.00 $4,500.00 17. 1 L.S. City Required Bonds Four Thousand Dollars & No Cents per Lump Sum $4,000.00 $4,000.00 TOTAL STREET IMPROVEMENTS (HERITAGE TRACE PARKWAY) --- $342,618.30 City of Fort Worth requires a minimum of 30#/S.Y. The Paving Contractor will be responsible for a lime series test as directed by the City of Fort Worth Construction Inspection Department. Owner shall be responsible for installation of all silt barriers,sediment traps, check dams, and seeding. The Earthwork contractor shall be responsible for the"Construction Entrance/Exit" installation. Summary Total Amount— Onsite $ 691,709.10 Total Amount— Heritage Trace Parkway $ 342,618.30 Grand Total $1,034,327.40 011540.01 OC P'$ 4741.W SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID SECTION C - STORM DRAIN SYSTEM 440 1. 8 L.F. 2- 5'x4' Multiple Box Culvert, complete in place for the sum of Five Hundred Twenty-five Dollars & No Cents per Linear Foot $ 525.00 $ 4,200.00 440 2. 150 L.F. 51" Class III R.C. Pipe, Including Trench Excavation and Backfill, Complete in place for the sum of One Hundred Fifty Dollars & No Cents per Linear Foot $ 150.00 $22,500.00 440 3. 295 L.F. 48"Class III R.C. Pipe, Including Trench Excavation and Backfill, Complete in place for the sum of One Hundred-fifteen Dollars & No Cents per Linear Foot $ 115.00 $ 33,925.00 440 4. 395 L.F. 42" Class III R.C. Pipe, Including Trench Excavation and Backfill, Complete in place for the sum of Ninety-five Dollars & No Cents per Linear Foot $ 95.00 $ 37,525.00 440 5. 186 L.F. 39" Class III R.C. Pipe, Including Trench Excavation and Backfill, Complete in place for the sum of Eighty-five Dollars & No Cents per Linear Foot $ 85.00 $ 15,810.00 N:\JOB\011540\Spec\011540.010B.doc P-9 SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 440 6. 1,041 L.F. 33" Class III R.C. Pipe, Including Trench Excavation and Backfill, Complete in place for the sum of Fifty-three Dollars & No Cents per Linear Foot $ 53.00 $ 55,173.00 440 7. 263 L.F. 30" Class III R.C. Pipe, Including Trench Excavation and Backfill, Complete in place for the sum of Fifty-five Dollars & No Cents per Linear Foot $ 55.00 $ 14,465.00 440 8. 657 L.F. 24" Class III R.C. Pipe, Including Trench Excavation and Backfill, Complete in place for the sum of Forty Dollars & No Cents per Linear Foot $ 40.00 $ 26,280.00 440 9. 356 L.F. 21" Class III R.C. Pipe, Including Trench Excavation and Backfill, Complete in place for the sum of Thirty-five Dollars & No Cents per Linear Foot $ 35.00 $ 12,460.00 525 10. 3,351 L.F. Trench Safety One Dollar & No Cents per Linear Foot $ 1.00 $ 3,351.00 N:\JOB\011540\Spec\011540.010B.doc P-10 SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 444 11. 1 Ea. 20' Standard Curb Inlet, complete in place for the sum of Three Thousand Eight Hundred Fifty Dollars & No Cents per Each $ 3,850.00 $ 3,850.00 444 12. 10 Ea. 15' Standard Curb Inlet, complete in place for the sum of Two Thousand Seven Hundred Dollars & No Cents per Each $ 2,700.00 $ 27,000.00 444 13. 8 Ea. 10' Standard Curb Inlet, complete in place for the sum of One Thousand Nine Hundred Dollars & No Cents per Each $ 1,900.00 $ 15,200.00 444 14. 1 Ea. 5'x18' Junction Box, complete in place for the sum of Eleven Thousand Dollars & No Cents per Each $ 11,000.00 $ 11,000.00 444 15. 1 Ea. 12'x18' Junction Box, complete in place for the sum of Four Thousand Five Hundred Dollars & No Cents per Each $ 4,500.00 $ 4,500.00 HM N:\JOB\011540\Spec\011540.010B.doc P-11 � SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 444 16. 1 Ea. 10' Diameter Stand Pipe, complete in place for the sum of One Thousand Six Hundred Dollars & No Cents per Each $ 1,600.00 $ 1,600.00 444 17. 1 Ea. Standard 6' Square Manhole, complete in place for the sum of Three Thousand Dollars & No Cents per Each $ 3,000.00 $ 3,000.00 444 18. 2 Ea. Standard 5' Square Manhole, complete in place for the sum of Two Thousand Five Hundred Dollars & No Cents per Each $ 2,500.00 $ 5,000.00 444 19. 3 Ea. Standard 4' Square Manhole, complete in place for the sum of One Thousand Six Hundred Dollars & No Cents per Each $ 1,600.00 $ 4,800.00 444 20. 1 Ea. 51"Type B Headwall, complete in place for the sum of Three Thousand Dollars & No Cents per Each $ 3,000.00 $ 3,000.00 N:\JOB\011540\Spec\011540.010B.doc P-12 SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 444 21. 2 Ea. 48" CH-PW-0 Headwall modified per plans, complete in place for the sum of Two Thousand Five Hundred Dollars & No Cents per Each $ 2,500.00 $ 5,000.00 444 22. 1 Ea. 42" CH-PW-0 Headwall, complete in place for the sum of Two Thousand Dollars & No Cents per Each $ 2,000.00 $ 2,000.00 SP 23. 36 S.Y. 18"-24" Rock Rubble Rip Rap, complete in place for the sum of Fifty Dollars & No Cents per Square Yard $ 50.00 $ 1,800.00 24. 540 L.F. Grade to drain, complete in place for the sum of Nine Dollars & No Cents per Linear Foot $ 9.00 $ 4,860.00 25. 1 L.S. Remove and haul off existing wingwalls/headwalls, complete in place for the sum of Seven Thousand Five Hundred Dollars & No Cents per Lump Sum $ 7,500.00 $ 7,500.00 N:\JOB\011540\Spec\011540.010B.doc P-13 SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 525 26. 1 L.S. Storm Water Pollution Prevention Maintenance Three Thousand Dollars & No Cents per Lump Sum $ 3,000.00 $ 3,000.00 SECTION C - -- STORM DRAIN SYSTEM $ 328,799.00 SUMMARY Section A -Water $ 275,124.70 Section B - Sanitary Sewer (Onsite) $ 323,264.00 Section C - Storm Drain $ 328.799.00 GRAND TOTAL $927,187.70 N:\JOB\011540\Spec\011540.010B.doc P-14 :.:.: . INC': '' . ......'.......... ...........................:.`:..:.:..:.....`:.................. ..........................:...:....:...:...:....:..:..:...:.:..::.....:.:...:.:......:..:........:...:....:.... : : :::: ::::: RS . . . 81T40170:: :2 .. : . HERITAGE ADDITION PHASE 313 SECTION 1 May 19, 2005 WATER DISTRIBUTION SYSTEM ITEM# DESCRIPTION QTY UNIT UNIT PRICE AMOUNT 1 12"WATER MAIN 1,916 L.F. $26.00 $49,816.00 2 8" WATER MAIN 5,429 L.F. 18.00 97,722.00 3 6" WATER MAIN 400 L.F. 16.00 6,400.00 4 12" GATE VALVE & BOX 6 EA. 1,400.00 8,400.00 5 8" GATE VALVE & BOX 21 EA. 650.00 13,650.00 6 6" GATE VALVE & BOX 8 EA. 550.00 4,400.00 7 STD. FIRE HYDRANT 7 EA. 1,250.00 8,750.00 8 1" SERVICES W/METER BOX 138 EA. 400.00 55,200.00 9 2" SERVICES W/METER BOX (irri ) 3 EA. 800.00 2,400.00 10 CAST IRON FITTINGS 7 TON 3,000.00 21,000.00 11 REMOVE PLUG/CONN TO EX. WATER 1 EA. 200.00 200.00 12 CLASS B (2500 PSI) CONCRETE 10 C.Y. 5.00 50.00 13 CLASS E (1500 PSI) CONCRETE 10 C.Y. 5.00 50.00 14 CRUSHED LIMESTONE 10 C.Y. 1.00 10.00 15 BALLAST STONE 10 C.Y. 1.00 10.00 16 TRENCH SAFETY 7667 L.F. 0.10 766.70 17 PULL BOXES 2 EA. 650.00 1,300.00 18 3" SCH 80 PVC FOR TRAFFIC SIGNALLING 108 L.F. 6.00 648.00 19 6" CLASS 200 PVC FOR IRRIGATION 544 L.F. 8.00 4,352.00 TOTAL WATER DISTRIBUTION SYSTEM $275,124.70 SANITARY SEWER COLLECTION SYSTEM ITEM# DESCRIPTION QTY UNIT UNIT PRICE AMOUNT 1 10" SEWER MAIN (SDR 26) 216 L.F. $28.00 $6,048.00 2 8" SEWER MAIN (SDR 35) 7,010 L.F. 21.00 147,210.00 3 8" SEWER MAIN (SDR 26) 1,390 L.F. 22.50 31,275.00 4 4' DIA MANHOLE 35 EA. 1,600.00 56,000.00 5 4" SEWER SERVICE (SDR-35 PVC) 71 EA. 350.00 24,850.00 6 4" SEWER SERVICE (SDR-26 PVC) 92 EA. 375.00 34,500.00 7 REMOVE CAP & CONNECT TO EX. SS 1 EA. 500.00 500.00 8 CONNECT TO EX. MANHOLE 1 EA. 750.00 750.00 9 BALLAST STONE 10 C.Y. 1.00 10.00 10 CRUSHED LIMESTONE 10 C.Y. 1.00 10.00 11 CLASS B (2500 PSI) CONCRETE 10 C.Y. 5.00 50.00 12 CLASS E (1500 PSI) CONCRETE 10 C.Y. 5.00 50.00 13 TRENCH SAFETY 8,616 L.F. 1.00 8,616.00 14 VACUUM TEST FOR MANHOLES 35 EA. 75.00 2,625.00 15 TV INSPECTION OF SANITARY SEWER 8,616 L.F. 1.25 10,770.00 TOTAL SANITARY SEWER COLLECTION SYSTEM $323,264.0011 G:\JOB\011540\EST\CFA-H3B-I.XLS �+ .:.:::::...:.:.....:.:.:.:.:.:.:.:...:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.::.:.:.:.:.:.:.:.:.:.:.:. AR7 C' [ ...0 . ... ... &..BURG; SSS.................... .... 777 MAIN ;atRrt >^ORt 1 �. .....::::WQ:. H,. .:..X S .7 ...... 4 t o'617 ...29.0.17:0::::::'::::::::::::::: F3 NE `a 8 : :735=6:0.Q0'orM� r . .:....:.........:.:.:.: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: H............N:... t.. )..................................................t........).:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. HERITAGE ADDITION PHASE 313 SECTION 1 May 19, 2005 PAVING ITEM# IDESCRIPTION QTY I UNIT I UNIT PRICEI AMOUNT STREET IMPROVEMENTS 1 6" LIME STABILIZED SUBGRADE 28,915 S.Y. $1.60 $ 46,264.00 2 6" CONCRETE PAVING 27,990 S.Y. 18.19 509,138.10 3 LIME (30#/S.Y.) 434 TON 80.00 34,720.00 4 STANDARD CONCRETE STREET HEADER 228 L.F. 10.00 2,280.00 5 END OF ROAD BARRICADES 224 L.F. 45.00 10,080.00 6 4' SIDEWALK ** 9,170 S.F 3.00 27,510.00 7 5' SIDEWALK ** 1,006 S.F 3.00 3,018.00 8 SIDEWALK RAMPS 25 EA. 700.00 17,500.00 9 CENTERLINE STRIPING/BUTTONING 150 L.F. 7.00 1,050.00 10 BRICK PAVERS 811 S.F 13.00 10,543.00 11 4' CROSSHATCH SAWCUT 1,960 S.F 1.00 1,960.00 12 2' CROSSHATCH SAWCUT 760 S.F 2.00 1,520.00 13 12"-18" DIAMETER RIP RAP 140 S.F 7.00 980.00 14 4" WHITE PAINT STRIPES FOR PARKING SPACES 198 L.F. 2.00 396.00 15 MANHOLE BLOCKOUTS 35 EA. 150.00 5,250.00 16 STORMWATER POLLUTION PREVENTION 1 L.S 1,000.00 1,000.00 17 CONSTRUCTION MATERIAL TESTING 1 L.S. 11,500.00 11,500.00 18 CITY REQUIRED BONDS 1 L.S. 7,000.00 7,000.00 PAVING SUBTOTAL FOR STREET IMPROVEMENTS $691,709.10 STREET IMPROVEMENTS ( HERITAGE TRACE PARKWAY) 1 6" LIME STABILIZED SUBGRADE 10,750 S.Y. $1.60 $ 17,200.00 2 8" CONCRETE PAVING 9,995 S.Y. 23.34 233,283.30 3 LIME (30#/S.Y.) 161 TON 80.00 12,880.00 4 STANDARD CONCRETE STREET HEADER 28 L.F. 10.00 280.00 5 CONNECT TO EXISTING PAVEMENT 29 L.F. 10.00 290.00 6 END OF ROAD BARRICADES 28 L.F. 45.00 1,260.00 7 4' SIDEWALK ** 10,006 S.F. 3.00 30,018.00 8 SAWCUT AND REMOVE TEMP. TRANSITION 515 S.Y. 8.00 4,120.00 9 TEMPORARY CONCRETE TRANSITION 400 S.Y. 30.00 12,000.00 10 SAWCUT AND REMOVE EXISTING C&G 966 L.F. 10.00 9,660.00 11 7" CURB AND GUTTER 258 L.F. 20.00 5,160.00 12 CENTERLINE STRIPING/BUTTONING 1 L.S 2,000.00 2,000.00 13 REMOVE DBL. CENTERLINE STRIPING 2,467 L.F. 1.00 2,467.00 14 RESTRIPE CENTERLINE 1 L.S. 3,000.00 3,000.00 15 STORMWATER POLLUTION PREVENTION 1 L.S. 500.00 500.00 16 CONSTRUCTION MATERIAL TESTING 1 L.S. 4,500.00 4,500.00 17 CITY REQUIRED BONDS 1 L.S. 4,000.00 4,000.00 PAVING SUBTOTAL FOR HERITAGE TRACE PARKWAY IMPROVEMENTS $342,618.30 TOTAL PAVING $I,, . ** This item excludes the sidewalks which will be built by the homebuilder at the time e w I�-1. W� V �J of the construction of each home. � � �� G:\,JOB\011540\EST\CFA-H3B-1.XLSg� +.�?� INC`' :.:.:::::�AR1'�R& �U RGA SS.,..........,.....................:.:...:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.....:... 1 : ..: .::::: O—T-1H ..T . ...4. 7.G.Q .. .......:.......:...............: F�HUN1Q�.:�B i(7 :735:fDQ .:car Mtro. B17)429;Q1:7Q.: ..:.:..:.:.:::.:...:...:.:::.:.:.:.:.:.:.::........:.:.:.:: HERITAGE ADDITION PHASE 3B SECTION 1 May 19, 2005 STORM DRAIN SYSTEM ITEM# DESCRIPTION QTY UNIT UNIT PRICE AMOUNT 1 2-5'x 4' MBC 8 L.F. $525.00 $4,200.00 2 51" RCP 150 L.F. 150.00 22,500.00 3 48" RCP 295 L.F. 115.00 33,925.00 4 42" RCP 395 L.F. 95.00 37,525.00 5 39" RCP 186 L.F. 85.00 15,810.00 6 33" RCP 1,041 L.F. 53.00 55,173.00 7 30" RCP 263 L.F. 55.00 14,465.00 8 24" RCP 657 L.F. 40.00 26,280.00 9 21" RCP 356 L.F. 35.00 12,460.00 10 TRENCH SAFETY 3,351 L.F. 1.00 3,351.00 11 STD 20' CURB INLET 1 EA. 3,850.00 3,850.00 12 STD 15' CURB INLET 10 EA. 2,700.00 27,000.00 13 STD 10' CURB INLET 8 EA. 1,900.00 15,200.00 14 5' x 18' JUNCTION BOX 1 EA. 11,000.00 11,000.00 15 12' x 18' JUNCTION BOX 1 EA. 4,500.00 4,500.00 16 10' DIAMETER STAND PIPE 1 L.S. 1,600.00 1,600.00 17 6' SQUARE MANHOLE 1 EA. 3,000.00 3,000.00 18 5' SQUARE MANHOLE 2 EA. 2,500.00 5,000.00 19 4' SQUARE MANHOLE 3 EA. 1,600.00 4,800.00 20 51"TYPE B HEADWALL 1 EA. 3,000.00 3,000.00 21 48" CH-PW-O HEADWALL modified perplans) 2 EA. 2,500.00 5,000.00 22 42" CH-PW-0 HEADWALL modified perplans) 1 EA. 2,000.00 2,000.00 23 ROCK RUBBLE RIP RAP (18"-24") 36 S.Y. 50.00 1,800.00 24 GRADE TO DRAIN 540 L.F. 9.00 4,860.00 25 REMOVE & HAUL OFF WINGWALLS/HEADWALL 1 L.S. 7,500.00 7,500.00 26 STORM WATER POLLUTION PREVENTION PLAN 1 L.S. 3,000.00 3,000.00 TOTAL STORM DRAIN SYSTEM $328,799.00 G:\JOB\011540\EST\CFA-H3B-1.XLS Page 3 ............... .... ............. .... . ..................... ................. ............ ....... ...................................... .... .. ........................................ ....................................... ....... . .......... .......... .... .......... ....... ........ .. ................ .......... ........... 77 'TEXAS . ..... ........... .7 MAIWSTREet��FORVWORTH' .........�.:..... . .......... .................. ...... ................. ... .................... ........... ............. .. ............. ...... ...... 29 7Q�� ...................... PHQNE:NO:. .......... ... ........ . ... ................ ................ ........ ........... ....................................... ............ .................... .......... .... ................ ....................... ............... HERITAGE ADDITION PHASE 3B SECTION 1 May 19, 2005 STREET LIGHTS & SIGNS ITEM# DESCRIPTION QTY J UNIT I UNIT PRICE AMOUNT 1 STREET LIGHTS (Antique Style)** 57 EA. $1,900.00 $108,300.00 2 STREET SIGNS *** 14 EA. 85.00 1,190.00 TOTAL STREET LIGHTS/SIGNS $109,490.00], ** $1900.00 unit cost per Mark Mathis for subdivisions in which Tri-County will install conduit systems and light foundations. $85.00 per unit cost for street name blades only, Hillwood to provide posts and brackets. ?11E CM5 G:\JOB\01 1540\EST\CFA-H3B-1.XLS I . STREET LIGHT COST ESTIMATE QUANTITY UNIT COST TOTAL COST INTERSECTIONS 14 EA $ 1, 900 $26, 600 . 00 MID-BLOCK RESIDENTIAL 40 EA $ 1, 900 $76, 000 . 00 CHANGE OF DIRECTION RESIDENTIAL 3 EA $ 1, 900 $5, 700 . 00 MID-BLOCK COLLECTOR 0 EA $ 2, 200 $0, 000 . 00 MID-BLOCK ARTERIAL PARKWAY 0 EA $ 2, 500 $0, 000 . 00 MID-BLOCK ARTERIAL MEDIAN 0 EA $ 2, 500 $0, 000 . 00 RELOCATE EXISTING LIGHT 0 EA $ 1, 500 $0, 000 . 00 Subtotal $108,300 . 00 City's Cost $00 ,000 . 00 Developer's Subtotal $108,300 . 00 10% Contingencies $00,000 . 00 Project Total $108 ,300 . 00 Adjacent Developer's Cost $00,000 . 00 Developer' s Cost $108,300 .00 2% Inspection Fee $00,000 . 00 CFA CODE #2005042 DEVELOPER' S COST: $108,300 . 00 (Revised on 04-27-2005) HERITAGE ADDITION, PHASE III B - SECTION I April 4 , 2005 Fort Worth, Texas May 19, 2005 PAGE I OF Exhibit C lwl II . STREET LIGHTS WORK DESCRIPTION: 1 . The Developer shall provide for the installation of streetlights at the approximate locations shown in Exhibit "C", immediately after final acceptance of the street construction, in accordance with engineering plans and specifications approved by the Transportation and Public Works Department. 2 . Streetlights on residential and /or collector streets can be installed using overhead or underground conductors with the approval of the Director of Transportation and Public Works . 3. The City will install all the streetlights that use overhead or underground conductors on residential, and collector streets. the developer agrees to pay the city the amount shown below prior to the City starting it' s design efforts. 4 . Streetlights on arterial streets shall be installed with underground conduit and conductors . S. The Developer agrees to dedicate all easements required for the installation and maintenance of the street lights and to provide for the installation of any electrical transformers required for the proper operation of the street lights 6. The estimated cost of this street light installation is detailed on page 1 of exhibit C and is summarized below, the street lights will remain the property of, and will be maintained by the City of Fort Worth. (Mark Mathis agreed to allow the developer to hire a contractor to install the foundations and conduit) DEVELOPER'S COST: $108,300.00 HERITAGE ADDITION, PHASE III B - SECTION I April 4, 2005 FORT WORTH, TEXAS (Revised 04-27-2005) CFA CODE #2005042 Page II of Exhibit C III. "STREETLIGHTS" INTERSECTIONS HERITAGE TRACE PKWY & CAMP WORTH TRL 2 HERITAGE TRACE PKWY & BEN HOGAN LN 1 CAMP WORTH TRL & BOB WILLS DR 1 CAMP WORTH TRL & MCBREYER PL 1 SAM BASS TRL & BOB WILLS DR 1 SAM BASS TRL & SAM BASS CT 1 SAM BASS TRL & MCBREYER PL 1 SAM BASS TRL & CARGILL CIR 1 SAM BASS TRL & EXPOSITION WAY 1 BEN HOGAN LN & EXPOSITION WAY 1 BEN HOGAN LN & CARGILL CIR 1 BEN HOGAN LN & MCBREYER PL 1 MCBREYER PL & BIRDVILLE WAY 1 MID BLOCK CAMP WORTH TRL 5 BOB WILLS DR 4 SAM BASS TRL 9 BEN HOGAN LN 9 BIRDVILLE WAY 1 MCBREYER PL 6 EXPOSITION WAY 3 CARGILL CIR 2 ARMOUR DR 1 CHANGE OF DIRECTIONS BOB WILLS DR 1 SAM BASS CT 1 ARMOUR DR 1 HERITAGE ADDITION, PHASE III B - SECTION I Page III of Exhibit C IV STREET NAME SIGNS 1. The City of Fort Worth will install the street name signs upon final approval of the street construction. The street name signs will remain the property of, and will be maintained by, the City of Fort Worth. 2. The Developer will pay for the street name sign installations required for this development to the extent of$100.00 per intersection. This unit cost will be revised annually by the Department of Transportation and Public Works to reflect prevailing costs of materials and labor. 3. This development creates the following fourteen (14) intersections at a cost to the Developer of$1,400.00: Heritage Trace Pkwy & Ben Hogan Lane Heritage Trace Pkwy & Camp Worth Tr McBreyer PI & Armour Dr McBreyer PI & Birdville Way McBreyer PI & Ben Hogan Lane McBreyer PI & Sam Bass Tr McBreyer PI & Camp Worth Tr Bob Wills Dr & Sam Bass Tr Bob Wills Dr & Camp Worth Tr Sam Bass Ct & Sam Bass Tr Cargill Cir & Ben Hogan Lane Cargill Cir & Sam Bass Tr Exposition Way & Ben Hogan Lane Exposition Way & Sam Bass Tr Note: In the past, since this is a PID, a contractor(Identitec) installed the street name signs themselves. We (the City) provided sns faces at a cost of$85.00 per location. Heritage Addition, Phase 3B, Section 1 CFA code: 20050412 April 4, 2005 ~ KELLER Gmehry / tl + Nor [_ I i 1 GOLDEN /'RIM!(YE — � s I 0.4 p wom1 I RAY AWE a 11 � i \\ ��i:ERRAGE TR .wNPY I M� ( PROJECT L TI IN !JW = R RAY VM WE srn 5 1 1 1 � N / � 1 NOT TO SCALE LOCATION MAP HERITAGE ADDITION PHASE 3B - SECTION 1 Carter ,Burgess CARTER & BURGESS,INC. 777 MAN STREET FORT WORTH,TX 76102 (817)735-6000 PROJECT NO. 011540.001.1.0630 DGN=gL\Job\011540\civ\Phosel\540pl1cfa,dgn PAGE 1 OF 6 S ON AY SCALE, 1" = 300' I �yc� w zz s f 3 CAROCIIRC Z + . .. . . .. .. .. } ' O AM BAS T ----------- SM y • �• f • J 7 � '2♦ BOB \o. ��•�''t+ 41 .tat __.�'• ,, a,�.`l Psi _ a ` � 4 �y :4 STREETS EXHIBIT 'B' HERITAGE ADDITION LEGEND PHASE 3B - SECTION 1 PROP. 29B/B ROADWAY/50' ROW PROP. 4' S I DEWALK ••••••••.••••••••.•r Carter Burgess PROP. 28B/B ( BY HOMEBU I LDER) ' CARTER & BURGESS,INC. ROADWAY/130' ROW PROP. 4' S I DEWALK 777 MNN STREET ( BY DEVELOPER) FORT 3°s-dOOO TX 6102 VARIABLE WIDTH PROJECT NO. 011540,001.1.0630 ( 25' B-B MIN) \ LIMITS OF PROJECT ----- IN VARIABLE ROW PAGE 4 OF 6 DGN=g.\Job\011540\civ\Phasel\540p11cfic.dgn 1JUNATY ,5 27" SCALEe 1" = 300' Q• I I �• I I t0, r I 24' 10 427 51"HDWL CAROIIL CIRCLH 4" 15' 10 15' 124- 21" 10' O SAM H C RT EXIST s 4-7'x4' MBC / \` BOB b \ r 7 I `� 10 10 Is, \p2 prvk1§ \ t� 5 15, 20' /,o 24" \q� EXIST c 4 2-5'X4' MBC \ ` � 4-30" N. STORM DRAINEGEND L � EXHIBIT 'B-1' \ PROP. STORM DRAIN LINE HERITAGE ADDITION PROP. INLET 'v~ PHASE 313 - SECTION 1 PROP. MANHOLE PROP. HEADWALL -� Carter Burgess EXIST. STORM DRAIN LINE CARTER & BURGESS,INC. LIMITS OF PROJECT 777 HMN STREET FORT WORTH,TX 76102 (8M 735-6 PROJECT NO. 011540.001. 1.0630 PROPOSED STORM LINES ARE 21" UNLESS OTHERWISE INDICATED 3 PAGE 5 OF 6 N=g-\lob\011540\clv\Phasel\540pl1cfa.dgn NI E OS ON WA • SCALEi 1" = 300' Q• I I 1 �• x I I CARO cm= 2� I 1 I O . SAM BA 5 C(UR \ � � BOB D Q• \ eye 'o I 16 \ o Vol N. STREET STREET LIGHTS 00 EXHIBIT 'C' ,� ,, \ o HERITAGE ADDITION LEGEND 1 PHASE 3B - SECTION 1 PROP. SINGLE STREET LIGHT 0 4p` EXIST. SINGLE STREET LIGHT O Carter, Burgess PROP. STREET SIGN e EXIST. STREET SIGN A CARTER & BURGESS,INC. 777 MMN STREET LIMITS OF PROJECT ----- FORT WORTH,TX 76102 (817)735-6000 PROJECT NO. 011540.001.1.0630 EXIST. DOUBLE ARM LIGHT 00 )GN=gi\lob\011540\c Iv\Phase)\540pIIcf a.dgn PAGE 6 OF 6