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HomeMy WebLinkAbout07762Reception 1805423 05/14/2009 ORDINANCE NO. 7762 AN ORDINANCE APPROVING THE VILLA BELLA SUBDIVISION, FILING NO. 1 SUBDIVISION PLAT BE IT ORDAINED BY THE CITY COUNCIL OF PUEBLO, that: SECTION 1. The final plat of the Villa Bella Subdivision, Filing No. 1 being a subdivision of land legally described as: A parcel of land located in the Northwest '% and the Southwest '% and the Southeast '% of Section 16 and the Southeast % of Section 17, Township 20 South, Range 64 West, of the 6 Principal Meridian, in the County of Pueblo, State of Colorado, said parcel being more particularly described as follows: Beginning at the Southwest corner of said Section 16 described as a 3'% aluminum cap stamped PLS 35593, said point being the True Point of Beginning. Thence the following courses: 1. N01 51' 38 "W a distance of 1213.80 feet along the Westerly line of said Southwest % of Section 16 to a point that intersects the extension of the most Southerly line of Parcel A of University Village Subdivision Filing No. 2, A Special Area Plan recorded at Reception No. 1372500. 2. N72e 46' 00 "W a distance of 70.56 feet along said extension and said most Southerly line of Parcel A. 3. N47e 44' 39 "W a distance of 268.84 feet along the Southwesterly line of said Parcel A to the Northwest boundary of University Village Subdivision Filing No. 2, A Special Area Plan recorded at Reception No. 1372500. 4. N42e 15' 21 "E a distance of 373.05 feet along the Northwesterly line of said Parcel A to a point on the Westerly line of said Southwest % of Section 16. 5. N01 51' 38 "W a distance of 919.28 feet along the Westerly line of said Southwest % of Section 16 to the West % comer of said Section 16 described as a 3% aluminum cap stamped PLS 35593. 6. N01 a 51' 34 "W a distance of 852.65 feet along the Westerly line of the Northwest % of section 16. 7. N88° 56' 13" E a distance of 553.73 feet. 8. N01' 51'26W a distance of 60.01 feet. 1805423 ORO 05/14/2009 01:40:57 PM Page: 2 of 4 R 21.00 0.00 T 21.00 Gilbert Ortiz Clerk /Recorder, Pueblo County, Cc milli 9. N88e 56' 13 "E a distance of 477.61 feet to the beginning of a tangent curve having a radius of 255.00 feet. 10. Along said curve to the right an arc distance of 162.50 feet through a central angle of 36e 30' 41 ". 11. S54e 33' 06 "E a distance of 179.70 feet. 12.S35 26' 54 "W a distance of 34.31 feet to the beginning of a tangent curve having a radius of 1170.00 feet. 13.Along said curve to the left an are distance of 723.55 feet through a central angle of 35 25'2&'. 14. N88e 08' 19 "E a distance of 364.37 feet. 15. S01' 51'41"E a distance of 478.00 feet. 16. N88 08' 19 "E a distance of 1850.00 feet. 17. S01 a 51'41"E a distance of 295.22 feet. 18. S03e 22' 38 "W a distance of 700.00 feet. 19. S38e 58'07"W a distance of 540.00 feet. 20. S11 a 38' 34 "W a distance of 846.87 feet to the South ' /4 corner of Section 16 described as a 3'% aluminum cap stamped PLS 16128. 21. S89e 15' 18 "W a distance of 2665.81 feet to the Southwest corner of Section 16 and the True Point of Beginning described as a 3'/4 aluminum cap stamped PLS 35593. Said parcel contains 192.95 acres (8405,001.64 square feet), more or less. Basis of Bearings: Bearings are based on the South line of the SW %, of Section 16, Township 20 South, Range 64 West of the 6 th P.M., Found monuments being the Southwest corner of Section 16, (31/4" Aluminum cap PLS35593) and the South corner of Section 16 (31/4" Aluminum cap PLS35593) which bears S 89 15' 18" W. is hereby approved, and all dedicated streets, utility and drainage easements, rights -of - way and land set aside for public sites, parks and open spaces shown and dedicated on said plat are hereby accepted for public use. SECTION 2. The acceptance of such dedicated streets, rights -of -way, utility and drainage 1805423 ORO 05/14/2009 01:40:57 PM Page: 3 of 4 R 21.00 0 0.00 T 21.00 Gilbert Ortiz Clerk /Recorder, Pueblo County, Cc ®III Fi* MNARI IVA I I4MKIM N 11111 easements, public sites, parks and open spaces by the City does not obligate the City to maintain or repair same until such streets, rights -of -way, utility and drainage easements, public sites, parks and open spaces have been constructed and installed in compliance and in accordance with the requirements and provisions of Chapter 4, Title XII of the Pueblo Municipal Code, as amended and any agreement entered into pursuant thereto. SECTION 3. The Ordinance is approved upon the following conditions: 1. Subsequent to the recordation of this subdivision plat, any resubdivision of a single - family residential lot into more than one lot will warrant the filing of a PUD Site Plan for approval by the Planning and Zoning Commission for the proposed development sites, which must at a minimum address the following: a. The smaller lot does not disrupt the form of the block, b. The home is designed of a comparable quality with the surrounding homes, C. The home will not negatively impact the surrounding neighborhood, and d. All lots involved in the resubdivision will require PUD Site Plan approval and are not eligible for a waiver from Section 17 -8-7 of the PMC. 2. Prior to the recordation of the final plat for Villa Bella Subdivision, Filing No. 1, the final alignment of ThunderBowl Drive may be amended to accommodate the construction of improvements to the Neta and Eddie DeRose ThunderBowl Stadium, with the concurrence of the Director of Public Works, the Planning Director and the Chairperson of the Planning and Zoning Commission. SECTION 4. Neither the adoption of this Ordinance nor the requirements imposed hereby shall create any duty or obligation of any person, firm, corporation or other entity with regard to the enforcement or nonenforcement of this Ordinance or the City's Subdivision Ordinances and regulations. No person, firm, corporation or other entity shall have any private right of action, claim or demand against the City or its officers, employees or agents, for any injury, damage or liability arising out of or in any way connected with the adoption, enforcement, or nonenforcement of this Ordinance or the Subdivision Ordinance and Regulations of the City, or the engineering, surveying, drainage improvement or other work or improvements required thereby. Nothing in this Ordinance or in the City's subdivision Ordinances and regulations shall create or be construed to create any claim, demand or liability against the City or its officers, employees or agents, or to waive any of the immunities, limitations on liability, or other provisions of the Colorado Governmental Immunity Act, Section 24 -10 -101, et seq. Colorado Revised Statutes, or to waive any immunities or limitations on liability otherwise available to the City or its officers, employees or agents. 1805423 ORD 05/14/2009 01:40:57 PM Page: 4 of 4 R 21.00 D 0.00 T 21.00 Gilbert Ortiz Clerk /Recorder, Pueblo County, Co SECTION 5. ®III rMNALCIR& AWIN VAIk Uli 11111 This Ordinance shall be approved upon final passage but shall not become effective until (a) all information, documents, drawings, profiles, and plat required by Chapter 4 of Title XII of the Pueblo Municipal Code meeting and complying with the subdivision requirements of the City with such modifications, if any, approved by City Council, have been filed with and approved by the Director of Public Works, and (b) conditions of Section 3 have been met and complied with, (c) the final subdivision plat is recorded in the office of the Pueblo County Clerk and Recorder. If any such filings and approvals have been deferred pursuant to Section 12-4 -5 (B) (2) of the Pueblo Municipal Code, and are not for any reason filed and approved within one (1) year after final passage of this Ordinance, or within any extended period granted by Resolution of the City Council, this Ordinance shall automatically be rescinded and repealed thirty (30) days after written notice of such rescission and repeal is given to the Subdivider. No vested rights shall accrue to the subdivision or be acquired until this Ordinance becomes effective. ' J M 4 ti C ATTESTED BY' INTRODUCED: February 11, 2008 BY: Judy Weaver COUNCILPERSON APPROVED: PRESIDENT OF CITY COUNCIL PASSED AND APPROVED: February 25, 20 08 Ord. 11+07- P E '` Background Paper for Proposed ORDINANCE AGENDA ITEM # �-T 33 DATE: FEBRUARY 11, 2008 DEPARTMENT: PLANNING AND COMMUNITY DEVELOPMENT JERRY M. PACHECO, DIRECTOR TITLE AN ORDINANCE APPROVING THE VILLA BELLA SUBDIVISION, FILING NO. 1 SUBDIVISION PLAT ISSUE Shall City Council approve a request to subdivide a 192.95 -acre parcel of land into 131 single - family residential lots (87 detached and 44 attached lots), 30 commercial lots, four multi - family lots and one lot for the football stadium? The Planning and Zoning Commission, at their January 9, 2008 regular meeting, voted 7-0 to recommend approval, with the following noted: CONDITIONS OF APPROVAL 1. Subsequent to the recordation of this subdivision plat, any resubdivision of a single - family residential lot into more than one lot will warrant the filing of a PUD Site Plan for approval by the Planning and Zoning Commission for the proposed development sites, which must at a minimum address the following: a. The smaller lot does not disrupt the form of the block, b. The home is designed of a comparable quality with the surrounding homes, c. The home will not negatively impact the surrounding neighborhood, and d. All lots involved in the resubdivision will require PUD Site Plan approval and are not eligible for a waiver from Section 17 -8 -7 of the PMC. 2. Prior to the recordation of the final plat for Villa Bella Subdivision, Filing No. 1, the final alignment of ThunderBowl Drive may be amended to accommodate the construction of improvements to the Neta and Eddie DeRose ThunderBowl Stadium, with the concurrence of the Director of Public Works, the Planning Director and the Chairperson of the Planning and Zoning Commission. BACKGROUND On December 12, 2007 the Planning and Zoning Commission forwarded a recommendation of approval to City Council for the Villa Bella PUD, which established the guidelines for development within this property. The 192.95 -acre subdivision is the first of multiple filings for the Villa Bella development. This subdivision includes 131 single - family residential lots (87 detached and 44 attached lots), 30 commercial lots, four multi - family lots and one lot for the football stadium. Concurrently with this request, the applicant is requesting to vacate a portion of Troy Avenue north of its existing terminus to facilitate its realignment. FINANCIAL IMPACT None. Reception 1805425 05/14/2009 SUBDIVISION IMPROVEMENTS AGREEMENT THIS AGREEMENT is made on February 26 2009 between the CITY OFD PUEBLO, a Municipal Corporation ( "City "), and ted Limited Liability Limited Partnershi ( "Subdivider "). RECITALS WHEREAS, Subdivider has subdivided or is about to subdivide a certain tract of land located in the City and legally described in attached Exhibit "A'; and I WHEREAS, the Subdivider, as a condition of approval of the final plat of Villa Bella Subdivision, Filine No. 1 ( "Subdivision "), wishes to enter into this Subdivision Improvements Agreement as authorized by Chapter 4, Title XII of the Pueblo Municipal Code; and WHEREAS, Subdivider is required by Chapter 4, Title XII of the Pueblo Municipal Code to construct and install public improvements described and set forth in Chapter 4, Title XII of the Pueblo Municipal Code and the standards and specifications approved by City Council ( "Required Public Improvements "); and WHEREAS, the Required Public Improvements are generally described in the attached Exhibit "B" and shown on approved construction plans and documents on file in the office of the City's Director of Public Works ( "Plans and Documents "). WHEREAS, by Chapter 4, Title XII of the Pueblo Municipal Code, Subdivider is obligated to provide security or collateral sufficient in the judgement of the Director of Public Works to make reasonable provisions to construct and complete the Required Public Improvements. NOW, THEREFORE, in consideration of the foregoing and the following mutual covenants and agreements, the City and Subdivider agree as follows: I. Subdivider agrees within one hundred and eighty (180) days after applying for a building permit to construct any building or structure on any building site within the Subdivision, or upon the issuance of a certificate of occupancy for any such building or structure, whichever occurs first, to construct and install at its sole cost all of the Required Public Improvements. 2. In lieu of installing the Required Public Improvements within the time period prescribed in Paragraph 1, Subdivider or any subsequent owner of the land or any portion thereof shall deposit cash or other collateral with the City Director of Finance, or with any bank or trust company licensed in the State of Colorado, subject to an DPW 101 Dec.2007 1805425 SUBD AG 05/14/2009 01:40:57 PM Page: 2 of 48 R 241.00 D 0.00 T 241.00 Gilbert Ortiz Clerk /Recorder, Pueblo County, Cc 11111 MONAM1RM 4Mhl "Ah 14011 ®1111 escrow agreement approved by the City Attorney. The holder of such cash or collateral shall pay all or any portion thereof to the City upon demand after the time to complete all Required Public Improvements by Subdivider or subsequent owner expires. Such deposit or escrow agreement shall be referred to as the "deposit ". 3. The amount of the deposit shall be computed by the City's Director of Public Works by estimating the total cost of all uncompleted Required Public Improvements within the block at the time application for building permit is made. The amount of the deposit required by this alternative shall not be less than 25% of such estimate plus the cost of extending all required sewer and water lines from nearest existing sewer and water lines to the proposed building site for which a building permit is sought, plus the costs of extending curb, gutter, sidewalk and paving from the edge of the Subdivision or existing improvements of a like nature, whichever is closer to the proposed building site. In any case where the block, as later defined, exceeds one thousand (1000') feet in length between intersecting streets, the estimate of the City Director of Public Works under this paragraph may be reduced to the total costs of all uncompleted Required Public Improvements in at least one half (1/2) of such block, and the required deposit shall be based upon such decreased estimate. The Subdivider, however, shall provide a turnaround of at least sixty (60') feet in diameter at the mid -block point and barricade such street so that no through traffic shall be permitted beyond the point to which the estimate of Director of Public Works is based. 4. Within one hundred eighty (180) days after subsequent application for a building permit to construct any building or structure upon any building site within the block, or upon the issuance of a certificate of occupancy for any such building or structure, whichever occurs first, Subdivider shall also deposit an amount not less than the estimate of the Director of Public Works for all Required Public Improvements from existing improvements to the proposed building site, less any previous deposits made under this agreement upon building sites lying between the most recent proposed site and existing improvements. In the event the Subdivider or any subsequent owner of the land fails to complete the Required Public Improvements or to make such deposit within the required time, no additional building permits shall be issued to the Subdivider or the subsequent owner or to any other person to build or construct any building or structure in the Subdivision until such default is remedied. In addition, the City may treat the amount of such deposit as a debt due the City from the Subdivider or subsequent owner, which debt shall be a lien upon all the land in the Subdivision and notice of lien may be filed for record in the office of the County Clerk and Recorder at any time after such default. Action upon such debt may be instituted by the City within six (6) years from the date of filing such lien for record. All remedies provided for in this agreement are cumulative and the use of one shall not prohibit the use of another. DPW 101 Dec.2007 1805425 Sl1BD AG 05/14/2009 01:40:57 PM Page: 3 of 48 R 241.00 D 0.00 T 241.00 Gilbert Ortiz Clerk /Recorder, Pueblo County, Co mill K111 :11INA IMIMI�rn� A"likWo h 11 Ill 6. Upon paying such deposit, the City Director of Public Works shall release the proposed building site from the terms of the Agreement except the terms of Paragraph 7 below. As a condition of approval of this Subdivision, and to meet the requirements of Chapter 4, Title XII of the Pueblo Municipal Code, Subdivider specifically agrees that no certificate of occupancy shall be issued by the Pueblo Regional Building Department until the Required Public Improvements, or those improvements necessary as determined by the City Director of Public Works, to totally serve specific lot(s) or block(s) for which certificates of occupancy are sought, have been properly designed, engineered, constructed and accepted as meeting the specifications and standards of the City. The restrictions on issuing certificates of occupancy contained in this Paragraph 7 and the restriction on the issuance of building permits contained in Paragraph 5 shall run with the land and shall extend to and be binding upon the heirs, legal representatives, successors, and assigns of the Subdivider and may be specifically enforced by the City. 8. Acceptance of this Subdivision by the City does not constitute an acceptance of the roads, parks and other public improvements for maintenance by the City. Until such roads, parks, and other public improvements have been installed and meet the requirements, standards, and specifications of the City, its Subdivision ordinances and any applicable Parks Department specifications, and such are specifically approved and accepted in writing by the City Director of Public Works, and, if appropriate, the City Director of Parks and Recreation, the maintenance, construction, and all other matters pertaining to or affecting said roads, parks and other public improvements and rights -of -way are the sole responsibility of the Subdivider or any subsequent owner(s) of the land within the Subdivision. 9. The required time to complete all Required Public Improvements by Subdivider within such block shall be one (1) year from the date of application for the first building permit issued within such block. Upon completion and written approval and acceptance of the Required Public Improvements within the required time and the payment of all inspection costs by Subdivider, the Director of Public Works shall cause all obligations of the Subdivider relating to the Required Public Improvements within such block to be released. If such Required Public Improvements are not completed within the required time, the City Director of Public Works may cause the proceeds of all deposits or other collateral or monies in escrow to be used to compete the same. If insufficient monies are available at the end of the required time to complete all Required Public Improvements for the entire length of such block, the Director of Public Works shall cause all collateral or monies in escrow to be reduced to cash and shall deposit the same with the Director of Finance. Such cash shall be used to complete that portion of the Required Public Improvements as the Director of Public Works, in the Director's sole discretion, shall determine. Until all the Required Public Improvements are completed and approved by the Director of Public DPW 101 Dec. 2007 1805425 SUBO AG 05/14/2009 01:40:57 PM Pagge: 4 of 48 R 241.00 0 0.00 T 241.00 Gilbert Ortiz Clerk /Recorder, Pueblo County, Cc ®III W .6MINN= AlAYWHEM 10I i 11111 Works, Subdivider and the subdivided land shall remain liable and responsible for all Required Public Improvements. 10. For purposes of this Agreement, the "block" shall mean both tiers of lots fronting or abutting upon the street which the proposed building or structure shall front, to the rear property line of such lots, or the center line of the alley, if there is an alley, enclosed at either end by a street which intersects both tiers of lots and shall include the full width of all streets upon which such lots abut. 11. If the Required Public Improvements are for a commercial subdivision and include stormwater drainage facilities, stormwater detention facilities, or maintenance and restoration of adjacent drainage channels, and /or associated improvements and revegetation (the "facilities "), located either within or outside of the Subdivision, Subdivider shall install the facilities in accordance with plans and specifications therefore approved by, and on file with the City, and thereafter, the facilities shall be repaired, replaced and maintained in good working order and condition by the owners of the land within the Subdivision. The City is granted the right (but not the obligation) to inspect, control, repair, replace and maintain the facilities and to recover all costs and expenses therefore including an administrative charge of 15% from the owners of the land within the Subdivision. All such City's costs and administrative charges shall become a perpetual lien on all the land within the Subdivision upon recording in the office of the Pueblo County Clerk and Recorder a statement of lien setting forth the City's costs and describing the land signed by the City's Director of Public Works. Failure of the City to inspect, control, repair, maintain, or replace the facilities shall not subject the City to any liability for such failure. 12. Subdivider agrees to provide the City with a current title insurance commitment at the time of final platting evidencing that fee simple title of all lands in the Subdivision is totally vested with the Subdivider free and clear of all liens and encumbrances. If such land is not free and clear, the holder of such indebtedness or encumbrance shall subordinate its interest or encumbrance to this Agreement and all its terms, conditions, and restrictions. 13. The City or the purchaser of any lot(s) within this Subdivision shall have the authority to bring an action in any Court of competent jurisdiction to compel the enforcement of this Agreement or any amendment hereto. Such authority shall include the right to compel rescission of any sale, conveyance, or transfer of any lot(s) or tract(s) contrary to the provisions of the Ordinances of the City or this Agreement. In the event of any litigation arising out of this Agreement, the Court shall award the prevailing party its costs and expenses, including reasonable expert witness and attorney's fees. Venue for any such litigation shall be Pueblo County, Colorado. 14. City and Subdivider have attempted by the attached Exhibit `B" and Plans and Documents to describe all Required Public Improvements to be constructed and DPW 101 Dec. 2007 1605425 SUBD AG 05/14/2009 01:40:57 PM Pa ge: 5 of 48 R 241.00 D 0.00 T 241.00 Gilbert Ortiz Clerk /Recorder, Pueblo County, Co mill IF, ,P1 pa °�i��,iw. r�r ,�u �� 11111 installed by Subdivider with respect to the Subdivision. However, if the attached Exhibit "B" and Plans and Documents fail to describe or to include, for any reason, any Required Public Improvement described and set forth in Chapter 4, Title XII of the Pueblo Municipal Code and the standards and specifications approved by City Council ( "Omitted Public Improvement "), Subdivider shall not be released or discharged from Subdivider's obligation to construct and install the Omitted Public Improvement in the time and manner contained in this Agreement and Chapter 4, Title XII of the Pueblo Municipal Code. In order to determine whether or not there are Omitted Public Improvements, the following shall be applicable: (a) If the Required Public Improvements are constructed and installed within ten (10) years from the date hereof, or within a five year extension if granted in writing by the Director of Public Works, then Chapter 4, Title XII of the Pueblo Municipal Code and the standards and specifications approved by the City Council and interpreted as of the date hereof shall control, unless adherence to a more recent standard does not require significant engineering modifications or major revisions to the plans and documents. For the purposes of this subsection, a major revision is defined as, but not necessarily limited to the relocation or re- alignment of any curb and gutter, sanitary sewer, storm sewer, manholes or storm inlets, or the change of size or type of sewer mains, inlets, curb and gutter or sidewalk. (b) If the Required Public Improvements are constructed and installed after ten (10) years from the date hereof, or after a five year extension if granted in writing by the Director of Public Works, then Chapter 4, Title XI I of the Pueblo Municipal Code and the standards and specifications approved by the City Coucil and interpreted as of the date the Required Public Improvements are constructed and installed shall control. (c) If Chapter 4 of Title XII and /or the standards and specifications approved by the City Council are modified or amended to conform with the requirements of federal or state law, rules or regulations prior to the construction and installation of the Required Improvements, they shall control as so modified and amended. 15. Except for guarantee and obligation to correct defects required by Section 12 -4- 70)(9) of the Pueblo Municipal Code, nothing in this Agreement shall be construed to extend any obligation of the Subdivider beyond the date of written approval and accepted by the Director of Public Works of the Required Public Improvements described in attached Exhibit `B ", provided, however that the obligation of the Developer to construct or install any Omitted Public Improvements will cease following two (2) years from the date of acceptance of the Required Public Improvements described in the attached Exhibit "B" by the Director of Public Works. DPW loi Dec. 2007 1805425 SUED_RG 05/14/2009 01:40:57 PM Page: 6 of 48 R 241.00 D 0.00 T 241.00 Gilbert Ortiz Clerkf Recorder, Pueblo Ccunty, Co 1111 WWWW1IN'I 16. All Required Public Improvements shall be constructed and installed in compliance with all applicable standards and specifications approved by City Council. 17. The parties agree this Agreement may be periodically amended by mutual consent provided such amendment is in writing and signed by all parties. 18. This Agreement shall extend to and be binding upon the successors and assigns of the City and upon the heirs, successors, assigns and legal representatives of Subdivider, and shall be recorded in the office of the County Clerk and Recorder of Pueblo County, Colorado, and shall constitute an agreement running with the land until released as described above. The parties have caused this Agreement to be executed and attested by its duly authorized and acting officer. (SEAL.)` The foregoing instrument was Oa4 by 11 610 RLLLP, a Restricted Jimited Liability Limited Bybdivider Shi��� B before me on re 61 ✓�r h 2� . Subdivider. My commission expires: (a l Notary Public CITY OF PUEBLO, a Municipal Corporation 0 President of City City Clbk yraswn t'. -r<•n STATE OF COLORADO ) f ss. COUNTY OF PUEBLO ) ` The foregoing instrument was acknowledged before me this a7 day of 0 by Vera eh -jeep pn as Presidettft of City Council, and 66' 1161 r_/, e `-- as City Clerk of the City of Pueblo, Colorado. Partner- Witness my hand and official seal. DPW 101 Dec. 2007 My commission expires: rl 2 bl [.SEAL] APPROVED AS TO FORM: City Attorney ��i •� \I-- Notary Public 1805425 SUBD AG 05/14/2009 01:40:57 PM Pag : 7 of 48 R 241.00 D 0.00 T 241.00 Gi art Ortiz Clerk /Recorder, Pueblo County, Co 0 11 MNJ'}iNAkL'MN IMMMIUMM411111 DPW 101 Dec. 2007 --- - - - - -- - -- - - - - -- -- - 1805425 SnBD_RG 05/14/2009 01:40:57 PM Pa gge: 8 of 48 R 241.00 D 0.00 T 241.00 Gilbert Ortiz Clerk /Recorder, Pueblo County, Co ®u1 rIMINIA11 1MAVVIAN u AA1114 11111 EXHIBIT "A" Date: January 31, 2008 DESCRIPTION A parcel of land located,in the Northwest '/4 and the Southwest '/4 and the Southeast '/4 of Section 16 and the Southeast ''/4 of Section 17, Township 20 South, Range 64 West, of the 6` Principal Meridian, in the County of Pueblo, State of Colorado, said parcel being more particularly described as follows: Beginning at the Southwest corner of said Section 16 described as a 3'/4 aluminum cap stamped PLS 35593, said point being the True Point of Beginning. Thence the following courses: 1. NO1° 51' 38 "W a distance of 1213.80 feet along the Westerly line of said Southwest 'A of Section 16 to a point that intersects the extension of the most Southerly line of Parcel A of University Village Subdivision Filing No. 2, A Special Area Plan recorded at Reception No. 1372500. 2. N72 46' 00 "W a distance of 70.56 feet along said extension and said most Southerly line of Parcel A. 3. N47° 44' 39 "W a distance of 268.84 feet along the Southwesterly line of said Parcel A to the Northwest boundary of University Village Subdivision Filing No. 2, A Special Area Plan recorded at Reception No. 1372500. 4. N42° 15' 21 "E a distance of 373.05 feet along the Northwesterly line of said Parcel A to a point on the Westerly line of said Southwest 1 /4 of Section 16. 5. NO1° 51' 38 "W a distance of 919.28 feet along the Westerly line of said Southwest 'A of Section 16 to the West '/4 corner of said Section 16 described as a 3 '/4 aluminum cap stamped PLS 35593. 6. NO1 ° 51' 34 "W a distance of 852.65 feet along the Westerly line of the Northwest 'A of section 16. 7. N88° 56' 13"E a distance of 553.73 feet. 8. NOV 51' 26 "W a distance of 60.01 feet. 9. N88° 56' 13"E a distance of 477.61 feet to the beginning of a tangent curve having a radius of 255.00 feet. 10. Along said curve to the right an are distance of 162.50 feet through a central angle of 36 30' 41 ". 11. S54° 33' 06 "E a distance of 179.70 feet. 1 of 18 SUBD_AG 05/14/2009 01:40:57 PM Galbert z /Recd der• Pueb /o T County00Cc 1 111 MMINAHUANAHMAW IW.14 12. S35° 26' 54 "W a distance of 34.31 feet to the beginning of a tangent curve having a radius of 1170.00 feet. 13. Along said curve to the left an arc distance of 723.55 feet through a central angle of 35° 25' 23 ". 14. N88° 08' 19 "E a distance of 364.37 feet. 15. S01° 51' 41 "E a distance of 478.00 feet. 16. N88° 08' 19 "E a distance of 1850.00 feet. 17. S01' 51' 41"E a distance of 295.22 feet. 18. S03° 22' 38 "W a distance of 700.00 feet. 19. S38° 58' 07 "W a distance of 540.00 feet. 20. S 11 ° 38' 34 "W a distance of 846.87 feet to the South '/4 corner of Section 16 described as a 3 '/4 aluminum cap stamped PLS 16128. 21. S89° 15' 18 "W a distance of 2665.81 feet to the Southwest corner of Section 16 and the True Point of Beginning described as a 3 '/4 aluminum cap stamped PLS 35593. Said parcel contains 192.95 acres (8405,001.64 square feet), more or less. Basis of Bearings: Bearings are based on the South line of the SW Y4, of Section 16, Township 20 South, Range 64 West of the 6` P.M., Found monuments being the Southwest corner of Section 16, (31/4" Aluminum cap PLS35593) and the South' /4 corner of Section 16 (31/4" Aluminum cap PLS35593) which bears S 89° 15' 18" W. Rodney A Quillen, PLS 36061 Abel Engineering Professionals, Inc. 102 South Onieda St., Pueblo CO 81003 J.N. 2007 -226 2 of 2 18 8 a 0 SUBO AG 05/14/2009 01:40:57 PM Gii rt 1 Ortiz Cllark//Recorde0, Pueblo County. Counnty. 24 Total Development Cost Entire Subdivision mill I'i PSfi lti'�lu�'�4SI�I�h� M W I �laltiIN ®1111 . Segment List Description Phase 1 $ 6,711,481.86 Segment 1 $ 137,250.30 segment 2 $ 141,124.60 Segment 3 $ 433,335.74 Segment 4 $ 85,315.57 Segment 5 $ 83,908.92 Segment 6 $ 196,467.69 Segment 7 $ 86,323.03 Segment 8 $ 137,421.11 Segment 9 $ 87,556.81 Segment 10 $ 75,148.70 Segment 11 $ 57,884.19 Segment 12 $ 67,107.11 Segment 13 $ 63,514.19 Segment 14 $ 87,655.85 Segment 15 $ 92,054.41 Segment 16 $ 276,738.64 Segment 17 $ 141,014.19 Segment 18 $ 130,238.99 Segment 19 $ 135,589.01 Segment 20 $ 115,643.95 Segment 21 $ 132,013.92 Segment 22 $ 101,256.68 Segment 23 $ 190,988.94 Segment 24 $ 222,430.65 Segment 25 $ 154,686.77 Segment 26 $ 251,403.15 Segment 27 $ 235,517.61 Segment 28 $ 170,377.12 Segment 29 $ 227,183.87 Segment 30 $ 349,760.14 Segment 31 $ 409,009.78 Segment 32 $ 587,230.82 Segment 33 $ 502,098.99 Segment 34 $ 366,559.78 Segment 35 $ 452,150.00 Segment 36 $ 566,830.00 Segment 37 $ 962,605.00 TOTAL $ 15,224,878.11 Segment 1 Joe Garcia Way _ 1805425 SUBD AG 05/14/2009 01:40:57 PM Villa Bella Page: It of 48 R 241.00 D 0.00 T 241.00 Gilbert Ortiz Clerk /Recorder, Pueblo County, Cc Unit costs based on Exhibit B costs. ®III i P14 Ya'�I'tkJ t�4+ 1�4i�t�l MAN 11111 Street section Subtotal $ $ 98,260.30 Utilities $ unit cost per subtotal Curb and Gutter 1,300 feet $ 12.00 $ 15,600.00 Handicap Ramps 450 sq ft $ 4.00 $ 1,800.00 Square pans 30" swft. $ 5.00 $ - Tactile Band 6 unit $ 350.00 $ 2,100.00 Fine Grading 23,400 Sq ft $ 0.42 $ 9,757.80 Overlot Grading $ cu. Yd. $ 2.20 $ - Paving Man Holes each $ $ - $ $ 5" on 6" $ sq yds $ 21.00 $ 5" on 4" sq yds $ 21.00 $ - 4" on 4" 2,600 sq yds $ 18.50 $ 48,100.00 AIRS soil cement 2,600 feet $ 6.00 $ 15,600.00 10' Sidewalk LF $ 3.00 sq ft $ 6' Sidewalk LF $ 3.00 $ Monument Boxes 1 $ 655.00 $ 655.00 Streetlights, 2 $ 1,450.00 $ 2,900.00 Street signs 2 $ 435.00 $ 870.00 Pavement Markings $ - $ - epoxy 650 LF $ 1.35 $ 877.50 Inlay tape LF $ 7.00 $ - Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal $ $ 98,260.30 Utilities $ 47.50 $ 32,490.00 Storm Pipe feet $ - $ 15" $ 38.00 $ 18" $ 41.00 $ 24" $ 44.00 $ 30" $ 66.00 $ 36" $ 71.00 $ 42" $ 96.00 $ 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ Man Holes each $ 3,000.00 $ Type S Inlet small $ 2,740.00 $ Type S Inlet Large $ 6,500.00 $ $ Water Main (including valves) 684 $ 47.50 $ 32,490.00 Fire Hydrants 2 each $ 3,250.00 $ 6,500.00 Water Taps $ 1,000.00 $ - $ 38,990.00 Sewer Pipe 8" main feet $ 35.00 $ Man Holes each $ 2,500.00 $ _Sewer Taps $ 1,400.00 $ $ Subtotal Total $ 137,250.30 Segment 2 ThunderBowl north of Stadio Villa Bella Unit costs based on Exhibit B costs. 1805425 suOD AG 05/14/2009 01:40:57 PM Page: 12 of 45 R 241.00 D 0.00 T 241.00 Gilbert Ortiz Clerk /Recorder, Pueblo County, Cc Bill ill r i, F r���INVE N, wt N WPV9L@iP N 11 111 Street section $ 47.50 $ - Fire Hydrants 1 .each $ 3,250.00 $ 3,250.00 Water Taps unit cost per subtotal Curb and Gutter 1,700 feet $ 12.00 $ 20,400.00 Handicap Ramps 400 sq ft $ 4.00 $ 1,600.00 Square pans sw ft $ 5.00 $ - Tactile Band 2 unit $ 350.00 $ 700.00 Fine Grading 33,541 acre $ 0.42 $ 13,986.60 Overlot Grading cu. Yd. $ 2.20 $ - Paving $ - $ 5" on 6" sq yds $ 21.00 $ 5" on 4" sq yds $ 21.00 $ - 4" on 4" 3,769 sq yds $ 18.50 $ 69,726.50 ARS soil cement 3,769 feet $ 6.00 $ 22,614.00 10' Sidewalk LF $ 3.00 sq ft $ 6' Sidewalk $ 3.00 $ Monument Boxes 6 $ 655.00 $ 3,930.00 Street lights 2 $ 1,450.00 $ 2,900.00 Street signs 2 $ 435.00 $ 870.00 'Pavement Markings $ - $ - epoxy 850 LF $ 1.35 $ 1,147.50 Inlay tape LF $ 7.00 $ - Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal $ - Utilities $ Storm Pipe feet $ - $ 15" $ 38.00 $ 18" $ 41.00 $ 24" $ 44.00 $ 30" $ 66.00 $ 36" $ 71.00 $ 42" $ 96.00 $ 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ Man Holes each $ 3,000.00 $ Type S Inlet small $ 2,740.00 $ $ 137,874.60 Water Main (including valves) $ 47.50 $ - Fire Hydrants 1 .each $ 3,250.00 $ 3,250.00 Water Taps $ 1,000.00 $ - $ 3,250.00 Sewer Pipe 8" main feet $ 35.00 $ Man Holes each $ 2,500.00 $ SewerTaps $ 1,400.00 $ $ Subtotal Total $ 141,124.60 Segment 3 Troy From Stadio to Joe Garci Villa Bella 18 8 0 g 5425 SUBD AG 05/14/2009 01:40:57 PM Gag 13 oz 48 erkRR 2 4 1.00 , P ®boo T 2 n4 1 00 U costs based on Exhibit B costs. ®III Kpili ffl Y'8AHM NlIf WKW A1ihRH 11111 Street section $ 47.50 $ 39,900.00 Storm Pipe feet $ - $ 15" unit cost per subtotal Curb and Gutter 1,680 feet $ 12.00 $ 20,160.00 Handicap Ramps 450 sq ft $ 4.00 $ 1,800.00 Square pans $ - sw ft $ 5.00 $ - Tactile Band 6 unit $ 350.00 $ 2,100.00 Fine Grading 68,467 acre $ 0.42 $ 28,550.74 Overlot Grading Man Holes cu. Yd. $ 2.20 $ - Paving $ - Type S Inlet Large $ - $ - 5" on 6" 3,872 sq yds $ 21.00 $ 81,312.00 5" on 4" sq yds $ 21.00 $ - 4" on 4" sq yds $ 18.50 $ - ARS soil cement 3,872 feet $ 11.00 $ 42,592.00 10' Sidewalk LF $ 3.00 sq ft $ 6' Sidewalk $ 3.00 $ Monument Boxes $ 655.00 $ - Streetlights 8 $ 1,450.00 $ 11,600.00 Street signs 4 $ 435.00 $ 1,740.00 Pavement Markings $ - $ - epoxy LF $ 1.35 $ - Inlay tape 840.00 LF $ 7.00 $ 5,880.00 Thermoplastic Sq Ft. $ 3.00 $ - Arrows each $ 85.00 $ Subtotal $ - $ 195,734.74 Utilities $ 47.50 $ 39,900.00 Storm Pipe feet $ - $ 15" $ 38.00 $ 18" $ 41.00 $ 24" $ 44.00 $ - 30" 149 $ 66.00 $ 9,834.00 36" $ 71.00 $ - 42" $ 96.00 $ 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ Man Holes each $ 3,000.00 $ Type S Inlet small $ 2,740.00 $ - Type S Inlet Large 1 $ 6,500.00 $ 6,500.00 $ 16,334.00 .Water Main (including valves) 840 $ 47.50 $ 39,900.00 Fire Hydrants 1 each $ 3,250.00 $ 3,250.00 Water Taps - $ 1,000.00 $ - $ 43,150.00 20,160.00 600.00 700.00 $ 78,435.00 $ 41,085.00 Sewer Pipe 12" main 401 feet $ 37.00 $ 14,837.00 $ 14,800.00 Man Holes 3 each $ 2,500.00 $ 7,500.00 Sewer Taps $ 1,400.00 $ - $ 22,337.00 $ 155,780.00 Segment 4 $ Storm Pipe Stadio West of Troy - $ _ 15" Villa Bella 38.00 $ Pe 14 of 4 AG 0 .0 0 T 57 P 1lbert 0 r, 0 Pueb 0 lo County, 0 Co Unit Exhibit B G Ce rkRRecortl till Fia1MAIaMIN WWW hob 811/14/1 III costs bas on costs. - 24" $ 44.00 Street section - 30" $ 66.00 $ - W unit cost per subtotal Curb and Gutter 720 feet $ 12.00 $ 8,640.00 Handicap Ramps 300 sq ft $ 4.00 $ 1,200.00 Square pans sw ft $ 5.00 $ - Tactile Band 4 unit $ 350.00 $ 1,400.00 Fine Grading 11,710 acre $ 0.42 $ 4,883.07 Overlot Grading $ cu. Yd. $ 2.20 $ - Paving - Type S'Inlet Large $ - $ - 5" on 6" sq yds $ 21.00 $ - 5" on 4" 180 sq yds $ 21.00 $ - 4" on 4" 1,301 sq yds $ 18.50 $ 24,068.50 AIRS soil cement 1,301 feet $ 6.00 $ 7,806.00 10' Sidewalk LF $ 3.00 sq ft $ 6' Sidewalk $ 3.00 $ Monument Boxes $ 655.00 $ - Streetlights 1 $ 1,450.00 $ 1,450.00 Street signs 2 $ 435.00 $ 870.00 Pavement Markings $ - $ - epoxy,, .;{: i 360 LF $ 1.35 $ 486.00 :?Inlay tape LF $ 7.00 $ - Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal' $ $ 50,803.57 Utilities $ Storm Pipe feet $ - $ - 15" $ 38.00 $ - 18" $ 41.00 $ - 24" $ 44.00 $ - 30" $ 66.00 $ - W 27 $ 71.00 $ 1,917.00 42" $ 96.00 $ - 48" $ 119.00 $ - 54" $ 150.00 $ - 60" $ 188.00 $ - 72" $ 210.00 $ - Man Holes 1.00 each $ 3,000.00 $ 3,000.00 Type S Inlet small $ 2,740.00 $ - Type S'Inlet Large 1 $ 6,500.00 $ 6,500.00 $ 11,417.00 Water Main (including valves) 180 $ 47.50 $ 8,550.00 Fire Hydrants - each $ 3,250.00 $ - Water Taps 2 $ 1,000.00 $ 2,000.00 $ 10,550.00 Sewer Pipe 8" main 247 feet $ 35.00 $ 8,645.00 Man Holes 1 each $ 2,500.00 $ 2,500.00 Segment 5 ThunderBowl between Rawlings and Stadio Villa Bella Unit costs based on Exhibit B costs Street section Curb and Gutter Handicap Ramps Square pans Tactile Band Fine Grading Overlot Grading - Paving 5" on 6" 5" on 4" 4" on 4" ARS soil cement 10' Sidewalk 6' Sidewalk. Monument Boxes Street lights o� aso ti T = c NN U_ a Subtotal unit cost per subtotal 930 feet $ 12.00 $ 11,160.00 300 sq ft $ 4.00 $ 1,200.00 $ sw ft $ 5.00 $ - 4 unit $ 350.00 $ 1,400.00 17,751 acre $ 0.42 $ 7,402.17 cu. Yd. $ 2.20 $ - 42" $ 96.00 $ 48" $ sq yds $ 21.00 $ $ 150.00 sq yds $ 21.00 $ - 1,972 sq yds $ 18.50 $ 36,482.00 1,972 feet $ 6.00 $ 11,832.00 Type S Inlet small $ 2,740.00 $ .Type S Inlet Large $ LF $ 3.00 sq ft $ $ 3.00 $ 47.50 $ t Flee Hydrants each $ 3,250.00 $ Water Taos $ 655.00 $ - 1 $ 1,450.00 $ 1,450.00 1 $ 435.00 $ 435.00 465 LF $ 1.35 $ 627.75 LF $ 7.00 $ - Sq Ft. $ 3.00 $ each $ 85.00 $ o� aso ti T = c NN U_ a Subtotal $ $ 35.00 $ 71,988.92 Utilities. $ 1 each $ 2,500.00 Siorm'Pipe feet $ - $ $ 15 1 . $ 38.00 $ 18". $ 41.00 $ -24" $ 44.00 $ 30" $ 66.00 $ 36" $ 71.00 $ 42" $ 96.00 $ 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ Man Holes each $ 3,000.00 $ Type S Inlet small $ 2,740.00 $ .Type S Inlet Large $ 6,500.00 $ $ Water 6in'(including valves) $ 47.50 $ t Flee Hydrants each $ 3,250.00 $ Water Taos 2 $ 1.000.00 $ 2,000.00 $ 2,000.00 Sewer Pipe 8" main 172 feet $ 35.00 $ 6,020.00 Man Holes 1 each $ 2,500.00 $ 2,500.00 Sewer Taps 1 $ 1,400.00 $ 1,400.00 $ 9,920.00 Total Segment 6 Troy between Rawlings and Stadio Villa Bella Unit costs based on Exhibit B costs. , street 8ectlo0 Curb and Gutter Handicap Ramps Square pans Tactile Band Fine Grading Overlot Grading Paving 5": on 6" 5" on 4" 4" on 4" AIRS soil cement 10' Sidewalk 6' Sidewalk Monument Boxes Street lights Street signs Pavement Markings epoxy, Inlay.tape=i` `::Thermoplastic 'Arrows:; Subtotal o _ 19 p�u mma NO�7 `o NN m- m � o�au� N N a� $ 121 ,768.69 Utilities ; $ $ 37.00 $ Storm Pipe feet $ - $ - 15" 100 $ 38.00 $ 3,800.00 18" $ 41.00 $ - 24" $ 44.00 $ - 30" 570 $ 66.00 $ 37,620.00 36" $ 71.00 $ - 42" $ 96.00 $ 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ - Man Holes 2.00 each $ 3,000.00 $ 6,000.00 Type S Inlet small $ 2,740.00 $ - Type S Inlet Large $ 6,500.00 $ - $ 47,420.00 valves) 50 $ 47.50 $ 2,375.00 each $ 3,250.00 $ - Sewer Pipe 12" main 492 feet $ 37.00 $ 18,204.00 Man Holes 1 each $ 2,500.00 $ 2,500.00 Sewer Taps 3 $ 1,400.00 $ 4,200.00 $ 24,904.00 unit 1,280 feet 150 sq ft sw ft 2 unit 24,829 acre cu. Yd. 2,770 sq yds sq yds sq yds 2,770 feet LF LF 320.00 LF 100 Sq Ft. 3 each cost per $ 12.00 $ 4.00 $ 5.00 $ 350.00 $ 0.42 $ 2.20 $ 21.00 $ 21.00 $ 18.50 $ 10.00 $ 3.00 sq ft $ 3.00 $ 655.00 $ 1,450.00 $ 435.00 $ 1.35 $ 7.00 $ 3.00 $ 85.00 subtotal $ 15,360.00 $ 600.00 $ 700.00 $ 10,353.69 $ 58,170.00 $ 27,700.00 $ 4,350.00 $ 1,740.00 $ 2,240.00 $ 300.00 $ 255.00 Segment 7 Stadio between Troy and Lucca Villa Bella Unit costs based on Exhibit B costs. Street section $ 47.50 35.00 Storm Pipe feet $ - $ 15" $ unit cost per subtotal M Curb and Gutter 650 feet $ 12.00 $ 7,800.00 EFE Handicap Ramps 225 sq ft $ 4.00 $ 900.00 $ Square pans $ swft $ 5.00 $ - ° Tactile Band 3 unit $ 350.00 $ 1,050.00 ° V Fine Grading 11,325 acre $ 0.42 $ 4,722.53 $ Overlot Grading $ - cu. Yd. $ 2.20 $ - < Paving $ - $ mma$ 5" on 6" sq yds $ 21.00 $ m ° a 5" on 4" sq yds $ 21.00 $ 4" on 4" 1,268 sq yds $ 18.50 $ 23,458.00 No �G ARS soil cement 1,268 feet $ 6.00 $ 7,608.00 1 $ $ mN 10' Sidewalk LF $ 3.00 sq ft $ rcr3 6'Sidewalk $ 3.00 $ $p °� $ $ N N Monument Boxes 1 $ 655.00 $ 655.00 Streetlights 1 $ 1,450.00 $ 1,450.00 �a m Street signs 2 $ 435.00 $ 870.00 ° m Pavement Markings $ - $ - epoxy 320 LF $ 1.35 $ 432.00 Inlay tape LF $ 7.00 $ - Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal $ - $ 48,945.53 Utilities $ 47.50 35.00 Storm Pipe feet $ - $ 15" $ 38.00 $ 18" $ 41.00 $ - 24" 35 $ 44.00 $ 1,540.00 30" $ 66.00 $ - 36" $ 71.00 $ 42" $ 96.00 $ 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ Man Holes each $ 3,000.00 $ Type S Inlet small $ 2,740.00 $ - Type S Inlet Large 1 $ 6,500.00 $ 6,500.00 $ 8,040.00 Water Main (including valves) 325 $ 47.50 35.00 $ 15,437.50 Fire Hydrants 2 each $ 3,250.00 $ $ 6,500.00 Water Taps $ 1,000.00 1 $ - $ 21, 937.50 Sewer Pipe 8" main 100 feet $ 35.00 $ 3,500.00 Man Holes 1 each $ 2,500.00 $ 2,500.00 Sewer Taps 1 $ 1,400.00 $ 1,400.00 $ 7,400.00 Subtotal Total $ 86,323.03 Segment 8 Lucca between Stadio and Rawlings Villa Bella Unit costs based on Exhibit B costs. Street section $ $ 47.50 Storm Pipe feet $ - $ 15" $ unit cost per subtotal -!p Curb and Gutter 886 feet $ 12.00 $ 10,632.00 aE Handicap Ramps 300 sq ft $ 4.00 $ 1,200.00 0 Square pans $ swft $ 5.00 $ - am Tactile Band 4 unit $ 350.00 $ 1,400.00 ra Fine Grading 13,939 acre $ 0.42 $ 5,812.56 m� Overlot Grading $ - cu. Yd. $ 2.20 $ - em o Paving $ - $ mmm 5" on 6" sq yds $ 21.00 $ moa m 5" on 4" sq yds $ 21.00 $ - 4" on 4" 1,590 sq yds $ 18.50 $ 29,415.00 ARS soil cement 1,590 feet $ 6.00 $ 9,540.00 �N o $ $ 10' Sidewalk LF $ 3.00 sq ft $ ov�Y 6' Sidewalk $ 3.00 $ $ $ 00 Monument Boxes 1 $ 655.00 $ 655.00 N^ Streetlights 1 $ 1,450.00 $ 1,450.00 00 Street signs 2 $ 435.00 $ 870.00 Pavement Markings $ - $ - epoxy 443 LF $ 1.35 $ 598.05 Inlay tape LF $ 7.00 $ - Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal $ - $ 61,572.61 Utilities $ $ 47.50 Storm Pipe feet $ - $ 15" $ 38.00 $ 18" $ 41.00 $ - 24" 494 $ 44.00 $ 21,736.00 30" $ 66.00 $ - 36" $ 71.00 $ 42" $ 96.00 $ 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ - Man Holes 2.00 each $ 3,000.00 $ 6,000.00 Type S Inlet small $ 2,740.00 $ - Type S Inlet Large $ 6,500.00 $ - $ 27,736.00 Water Main (including valves) 443 $ 47.50 $ 21,042.50 Fire Hydrants 1 each $ 3,250.00 $ 3,250.00 Water Taps 2 $ 1,000.00 $ 2,000.00 $ 26,292.50 Sewer Pipe 8" main 472 feet $ 35.00 $ 16,520.00 Man Holes 1 each $ 2,500.00 $ 2,500.00 Sewer Taps 2 $ 1400.00 $ 2,800.00 $ 21,820.00 Segment 9 Rawlings between Troy and Lucc 18 8g 0542 SUBD AG 05/14/2009 01:40:57 PM Villa Bella Gllbert Cg rkRRecorde Co 24y, °e Unit costs based on Exhibit B costs. ®III IN' YS� tYu'�4�fr'�uY,GrV, { j,l � Wj,, WA WN11111 Street section a , Curb and Gutter Handicap Ramps Square pans Tactile Band Fine Grading Overlot Grading Paving 5' on 6" 5" on 4" 4" on 4" ARS soil cement 10' Sidewalk 6' Sidewalk Monument Boxes Street lights Street signs Pavement Markings epoxy Inlay tape Tfi'ermopla §tio Arrows Subtotal' unit 980 feet 300 sq ft sw ft 4 unit 17,424 acre cu. Yd. sq yds 1,973 sq yds sq yds 1,973 feet LF LF 240.00 LF Sq Ft. each cost per 12.00 4.00 5.00 350.00 0.42 2.20 21.00 21.00 18.50 6.00 3.00 sq ft 3.00 655.00 1,450.00 435.00 1.35 7.00 3.00 85.00 subtotal 11,760.00 1, 200.00 1,400.00 7,265.81 41,433.00 11, 838.00 655.00 1,450.00 1.680.00 $ 78,681.81 Utilities Storm Utilities already included in Phase 1 Storm. Pipe feet $ - $ 15" $ 38.00 $ 18" $ 41.00 $ 24" $ 44.00 $ 30" $ 66.00 $ 36" $ 71.00 $ 42" Phase 1 $ 96.00 48" Phase 1 $ 119.00 U. $ 150.00 $ 60" Phase 1 $ 188.00 72" $ 210.00 $ Man Holes Phase 1 each $ 3,000.00 Type S Inlet small $ 2,740.00 $ - Type S Inlet Large 1 $ 6,500.00 $ 6,500.00 $ 6,500.00 Main (including valves) 50 $ 47.50 , drahts each $ 3,250.00 2,375.00 Sewer Pipe 8" main feet $ 35.00 $ Man Holes each $ 2,500.00 $ SewerTaps $ 1,400.00 $ $ Subtotal ,556.81 Segment 10 ThunderWolf between Roma and Rawlings Villa Bella 190 SUED AG 05/14/2009 01:40:57 PM Page: Gilbert of z Clark/Recorder. RR241.00 0 D 0.000 County, T 241.00 4o Unit costs based on Exhibit B costs. ,III F i,M YtiAllwar,U14I V 11 Eh41MIMLM14 11111 Street section Curb and Gutter Handicap Ramps Square pans Tactile Band Fine Grading Overlot Grading Paving . 5" on 6" 5" on 4" 4" on 4" ARS soil cement 10' Sidewalk 6' Sidewalk Monument Boxes Street lights Street signs Pavement Markings epoxy Inlay tape Thermoplastic Arrows Subtotal unit 600 feet 375 sq ft sw ft 5 unit 14,341 sq ft cu. Yd. sq yds sq yds 1,593 sq yds 1,593 feet LF 2 250 LF LF Sq Ft. each cost per $ 12.00 $ 4.00 $ 5.00 $ 350.00 $ 0.42 $ 2.20 $ 21.00 $ 21.00 $ 18.50 $ 6.00 $ 3.00 sq ft $ 3.00 $ 655.00 $ 1,450.00 $ 435.00 $ 1.35 $ 7.00 $ 3.00 $ 85.00 subtotal 7,200.00 1,500.00 1,750.00 5,980.20 29,470.50 9,558.00 1,310.00 1,450.00 870.00 337.50 $ 59,426.20 Utilities $ 47.50 $ Storm Pipe feet $ - $ 15" $ 38.00 $ 18" $ 41.00 $ 24" $ 44.00 $ 30" $ 66.00 $ 36" $ 71.00 $ 42" $ 96.00 $ 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ Man Holes each $ 3,000.00 $ Type S Inlet small $ 2,740.00 $ Type S Inlet Large $ 6,500.00 $ $ Water Main (including valves) 331 $ 47.50 $ $ 15,722.50 Fire Hydrants each $ 3,250.00 SewerTaps $ - Water Taps $ 1,000.00 $ - $ 15 722.50 Sewer Pipe 8" main feet $ 35.00 $ Man Holes each $ 2,500.00 $ SewerTaps $ 1,400.00 $ $ Subtotal Total $ 75,148.70 Segment 11 ThunderAlley Drive Villa Bella 1605425 SUBD RD 05/14/2009 01:40:57 PM Pa e: 21 of 413 R241.00 D 0.00 T 241.00 Gilbert Ortiz Clerk /Recorder, Pueblo County, Cc Unit costs based on Exhibit B costs. ®III R�'i P1fi '�I'#i Nye EEflt I�6� Q hl IW4� W 111 ®III I Street section $ Storm Pipe feet $ - ' 15" unit cost per subtotal Curb and Gutter 600 feet $ 12.00 $ 7,200.00 Handicap Ramps 375 sq ft $ 4.00 $ 1,500.00 Square pans 150 sw ft $ 5.00 $ 750.00 Tactile Band 5 unit $ 350.00 $ 1,750.00 Fine Grading 10,317 acre $ 0.42 $ 4,302.19 Overlot Grading Man Holes cu. Yd. $ 2.20 $ - Paving $ Type S Inlet Large $ - $ 5" on 6" sq yds $ 21.00 $ 5" on 4" sq yds $ 21.00 $ - 4" on 4" 1,146 sq yds $ 18.50 $ 21,201.00 ARS soil cement 1,146 feet $ 6.00 $ 6,876.00 10' Sidewalk LF $ 3.00 sq ft $ 6' Sidewalk $ 3.00 $ Monument Boxes 1 $ 655.00 $ 655.00 Street lights 1 $ 1,450.00 $ 1,450.00 Street signs 2 $ 435.00 $ 870.00 Pavement Markings $ - $ - epoxy 300 LF $ 1.35 $ 405.00 Inlay, .tape LF $ 7.00 $ - °Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal'_ $ - $ 46,959.19 Utilities $ Storm Pipe feet $ - $ 15" $ 38.00 $ 18" $ 41.00 $ 24" $ 44.00 $ 30" $ 66.00 $ 36" $ 71.00 $ 42" $ 96.00 $ 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ Man Holes each $ 3,000.00 $ Type S Inlet small $ 2,740.00 $ Type S Inlet Large $ 6,500.00 $ $ Main (including valves) 230 $ 47.50 ldrants each $ 3,250.00 10,925.00 Sewer Pipe 8" main feet $ 35.00 Man Holes each $ 2,500.00 Sewer Taos $ 1.400.00 Subtotal .Total $ 57,884.19 Segment 12 ThunderBowl, Rawlings to Rom _ 1805425 SUED AG 05/14/2009 01:40:57 PM Villa Bella Page: 22 of 49 R 241.00 0 0 00 r 7a! 00 Unit costs based on Exhibit B costs. $ 47.50 Gilbert Ortiz Clerk /Recorder Pueblo County, Cc ■III P A M YtitAIl+hi9lh W I011 MINIM H11111i 11111 Street section feet $ - $ . ":; '. $ 38.00 $ 18" unit cost per subtotal Curb and Gutter 700 feet $ 12.00 $ 8,400.00 Handicap Ramps 300 sq It $ 4.00 $ 1,200.00 Square pans 150 sw ft $ 5.00 $ 750.00 Tactile Band 4 unit $ 350.00 $ 1,400.00 Fine Grading 12,836 acre $ 0.42 $ 5,352.61 Overlot;Grading Type S Inlet small cu. Yd. $ 2.20 $ - Paving' $ $ $ - $ 5 "'on 6" sq yds $ 21.00 $ 5" on 4" sq yds $ 21.00 $ - 4" on 4" 1,426 sq yds $ 18.50 $ 26,381.00 ARS soil cement 1,426 feet $ 6.00 $ 8,556.00 10' Sidewalk LF $ 3.00 sq ft $ 6' Sidewalk $ 3.00 $ Monument Boxes 1 $ 655.00 $ 655.00 Streetlights 1 $ 1,450.00 $ 1,450.00 Street signs 2 $ 435.00 $ 870.00 Pavement Markings $ - $ - epoxy 350 LF $ 1.35 $ 472.50 Inlay tape LF $ 7.00 $ - Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal $ - $ 55,487.11 Utilities $ 47.50 $ Storm Pipe feet $ - $ . ":; '. $ 38.00 $ 18" $ 41.00 $ 24" $ 44.00 $ 30" $ 66.00 $ 36" $ 71.00 $ 42" $ 96.00 $ 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ Man Holes each $ 3,000.00 $ Type S Inlet small $ 2,740.00 $ Type S Inlet Large $ 6,500.00 $ $ Water Main (including valves) $ 47.50 $ Fire Hydrants each $ 3,250.00 $ - Water Taps 1 $ 1,000.00 $ 1,000.00 $ 1,000.00 Sewer Pipe 8" main 192 feet $ 35.00 $ 6,720.00 Man Holes 1 each $ 2,500.00 $ 2,500.00 Sewer Taps 1 $ 1,400.00 $ 1,400.00 $ 10,620.00 67,1 Segment 13 $ 47.50 $ 10,212.50 Fire Hydrants Storm ; Pipe . Roma Way ThunderWolf to ThunderAlley $ 1 $ Villa Bella $ 38.00 1805425 SUBD AG 05/14/2009 01:40:57 PM 57 $ 41.00 Pa e: 23 of 48 R 241.00 D 0.00 T 241.00 Unit costs based on Exhibit costs. 44.00 $ Gilbert Ortiz Clerk/Recorder, Pueblo County Cc Street section $ 66.00 $ - 36" $ 71.00 unit cost per subtotal Curb and Gutter 360 feet $ 12.00 $ 4,320.00 Handicap Ramps 150 sq ft $ 4.00 $ 600.00 Square pans, - sw ft $ 5.00 $ - Tactile Band 2 unit $ 350.00 $ 700.00 Fine Grading, 7,076 acre $ 0.42 $ 2,950.69 ' 6werlot.Grading 2,740.00 cu. Yd. $ 2.20 $ - Pavimg` $ 6,500.00 $ 11,666.00 $ - $ - 5 "'on 6" sq yds $ 21.00 $ - 5" on 4" sq yds $ 21.00 $ - 4" on 4" 786 sq yds $ 18.50 $ 14,541.00 AIRS soil cement 786 feet $ 6.00 $ 4,716.00 10' Sidewalk LF $ 3.00 sq ft $ 6' Sidewalk $ 3.00 $ Monument Boxes 1 $ 655.00 $ 655.00 Streetlights 1 $ 1,450.00 $ 1,450.00 Street signs 1 $ 435.00 $ 435.00 Pavement Markings $ - $ - epoxy 180 LF $ 1.35 $ 24300 Inlay tape LF $ 7.00 $ - Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal $ - $ 30,610.69 Utilities $ 47.50 $ 10,212.50 Fire Hydrants Storm ; Pipe . feet $ - $ 1 $ 1,000.00 $ 38.00 $ - 57 $ 41.00 $ 2,166.00 24" $ 44.00 $ - 30" $ 66.00 $ - 36" $ 71.00 $ - 42" $ 96.00 $ - .48" $ 119.00 $ - 54" $ 150.00 $ - ' "60 " $ 188.00 $ - 72" $ 210.00 $ - Man Holes 1.00 each $ 3,000.00 $ 3,000.00 Type S Inlet small $ 2,740.00 $ - Type S Inlet Large 1 $ 6,500.00 $ 6,500.00 $ 11,666.00 Water Main (including valves) 215 $ 47.50 $ 10,212.50 Fire Hydrants each $ 3,250.00 $ - Water Taps 1 $ 1,000.00 $ 1,000.00 $ 11,212.50 Sewer Pipe 8" main 175 feet $ 35.00 $ 6,125.00 Man Holes 1 each $ 2,500.00 $ 2,500.00 Sewer Taps 1 $ 1,400.00 $ 1,400.00 Segment 14 Romp Way ThunderAlley to ThunderBowl Villa Bella Unit costs based on Exhibit B costs. Street section 10' Sidewalk LF 6' Sidewalk Monument Boxes 1 unit Curb and Gutter 472 feet Handicap Ramps 150 sq ft Square pans 150 sw ft Tactile Band 2 unit - ' Fine Grading 9,256 acre ;..Overlotbrading - cu. Yd. Paving 44.00 each 5" on 6" sq yds 5" on 4 ". - sq yds 4'l.on 4" 1,028 sq yds ARS soil cement 1,028 feet 10' Sidewalk LF 6' Sidewalk Monument Boxes 1 $ 12.00 Street lights 1 $ 4.00 Street signs 1 $ 5.00 Pavement Markings 750.00 $ 350.00 epoxy 236 LF Inlay tape 3,859.75 LF Thermoplastic - Sq Ft. Arrows 44.00 each Subtotal $ 21.00 1805425 SUBD AG 05/14/2009 01:40:57 PM Page: 24 of 49 R 241.00 D 0.00 T 241.00 Gilbert Ortiz Clerk /Recorder, Pueblo County, Cc ®III I '�PL4 Y�Ii 1 Nr1�l V1 W, NA AN 11111 cost per subtotal $ 12.00 $ 5,664.00 $ 4.00 $ 600.00 $ 5.00 $ 750.00 $ 350.00 $ 700.00 $ 0.42 $ 3,859.75 $ 2.20 $ - .24 " 33 $ 44.00 $ 21.00 $ $ 21.00 $ - $ 18.50 $ 19,018.00 $ 6.00 $ 6,168.00 42" $ 96.00 $ 3.00 sq ft $ 48^ $ 3.00 $ $ 54" $ $ 655.00 $ 655.00 $ 1,450.00 $ 1,450.00 $ 435.00 $ 435.00 $ 210.00 $ $ 1.35 $ 318.60 $ 7.00 $ - $ 3.00 $ 2,740.00 $ 85.00 $ Type S Inlet Large 1 $ 6,500.00 $ $ 39,618.35 Utilities • $ $ 47.50 $ Storm P.ipe feet $ - $ 3,250.00 J ;' $ 38.00 $ - „ 271 $ 41.00 $ 10,298.00 .24 " 33 $ 44.00 $ 1,452.00 $ 66.00 $ - 36" $ 71.00 $ 42" $ 96.00 $ 48^ $ 119.00 $ 54" $ 150.00 $ 60;,. $ 188.00 $ 72" $ 210.00 $ - Man Holes 1.00 each $ 3,000.00 $ 3,000.00 Type S Inlet small $ 2,740.00 $ - Type S Inlet Large 1 $ 6,500.00 $ 6,500.00 $ 21,250.00 Water Main (including valves) 175 $ 47.50 $ 8,312.50 Fire Hydrants 1 each $ 3,250.00 $ 3,250.00 Water Taps 1 $ 1,000.00 $ 1,000.00 $ 12,562.50 Sewer Pipe 8" main 295 feet $ 35.00 $ 10,325.00 Man Holes 1 each $ 2,500.00 $ 2,500.00 S AWP.r Tanc 1 $ 1.400.00 $ 1.400.00 $ 14.225.00 87,655.85 Segment 15 Roma Way, ThunderBowl to Troy Villa Bella unit costs based on Exhibit B costs. Street section Curb and Gutter Handicap Ramps Square pans Tactile Band Fine Grading Overlot Grading Paving 5" on 6" 5" on 4" 4" on 4" AIRS soil cement <10'rSidewalk ' Sidewalk !Monument Boxes Street lights Street signs Pavement Markings epoxy Inlay tape Thermoplastic Arrows Subtotal 1805425 SUBD AG 05/14/2009 01:40:57 PM Pa ge: 25 of 48 R 241.00 D 0.00 T 241.00 Gilbert Ortiz Clerk ;Reoorder, Pueblo County, Co ®III F .6 F F%'AI'4WVA W A W WLN� MI MIJ 11111 unit 616 feet 300 sq ft sw ft 4 unit 10,757 acre cu. Yd. sq yds sq yds 1,195 sq yds 1.195 feet LF 308 LF LF Sq Ft. each cost per $ 12.00 $ 4.00 $ 5.00 $ 350.00 $ 0.42 $ 2.20 $ 21.00 $ 21.00 $ 18.50 $ 6.00 $ 3.00 sq ft $ 3.00 $ 655.00 $ 1,450.00 $ 435.00 $ 1.35 $ 7.00 $ 3.00 $ 85.00 subtotal $ 7,392.00 $ 1,200.00 $ 1,400.00 $ 4,485.67 $ 22,111.61 $ 7,171.33 $ 655.00 $ 1,450.00 $ 435.00 $ 415.80 $ 46,716.41 Utilities $ $ $ Fire Hydrants - each $ Storm Pipe feet $ - $ $ 1,000.00 $ 1000.00 15" $ 38.00 $ 18" $ 41.00 $ - 24" 308 $ 44.00 $ 13,552.00 30" 36 $ 66.00 $ 2,376.00 36" $ 71.00 $ - 42" $ 96.00 $ 48''' $ 119.00 $ X 10" $ 150.00 $ $ 188.00 $ 72' $ 210.00 $ - Man Holes 1.00 each $ 3,000.00 $ 3,000.00 Type S Inlet small 1 $ 2,740.00 $ 2,740.00 Type S Inlet Large 1 $ 6,500.00 $ 6,500.00 $ 28,168.00 Water Main (including valves) $ 47.50 $ Fire Hydrants - each $ 3,250.00 $ - Water Taps 1 $ 1,000.00 $ 1,000.00 $ 1000.00 Sewer Pipe 8" main 422 feet $ 35.00 $ 14,770.00 Man Holes each $ 2,500.00 $ - Sewer Taps 1 $ 1,400.00 $ 1,400.00 $ 16,170.00 Segment 16 ThunderWolf south of Roma to Troy Vill Bella 1805425 SUBD AG 05/14/2009 01:40:57 PM Page: 26 of 48 R 241.00 D 0.00 T 241.00 Unit costs based on Exhibit B costs. cllbert Ortiz ClerklRecorder, Pueblo County, Co ®III IhW�aL4 Ya'�I+l�i1�r��4�4 t+�I GAL4tL 1 ®III! Street section Utilities $ unit cost per subtotal Curb and Gutter 1,980 feet $ 12.00 $ 23,760.00 Handicap Ramps 150 sq ft $ 4.00 $ 600.00 Square pans 24" sw ft $ 5.00 $ - Tactile Band 2 unit $ 350.00 $ 700.00 Fine Grading 38,090 acre $ 0.42 $ 15,883.53 Overlot Grading $ cu. Yd. $ 2.20 $ - Paving $ $ - $ $ 5" on 6" 72" sq yds $ 21.00 $ Man Holes 5" on 4" 3,000.00 sq yds $ 21.00 $ - 4" on 4" 4,232 sq yds $ 18.50 $ 78,296.11 ARS soil cement 4,232 feet $ 9.00 $ 38,090.00 10' Sidewalk LF $ 3.00 sq ft $ - 6' Sidewalk 990 $ 3.00 $ 17,820.00 Monument Boxes 41 $ 655.00 $ 26,855.00 Streetlights 3 $ 1,450.00 $ 4,350.00 Street signs 2 $ 435.00 $ 870.00 Pavement Markings $ - $ - epoxy 960 LF $ 1.35 $ 1,296.00 Inlay tape LF $ 7.00 $ - Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal $ - $ 208,520.64 Utilities $ $ 47.50 $ Storm Pipe feet $ - $ - 15" 111 $ 38.00 $ 4,218.00 18" $ 41.00 $ 24" 100 $ 44.00 $ 4,400.00 30" $ 66.00 $ - 36" $ 71.00 $ 42" $ 96.00 $ 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ Man Holes each $ 3,000.00 $ Type S Inlet small $ 2,740.00 $ - Type S Inlet Large 1 $ 6,500.00 $ 6,500.00 $ 15,118.00 Water Main (including valves) 960 $ 47.50 $ 45,600.00 Fire Hydrants 2 each $ 3,250.00 $ 6,500.00 Water Taps 1 $ 1,000.00 $ 1,000.00 $ 53,100.00 Sewer Pipe 8" main feet $ 35.00 $ Man Holes each $ 2,500.00 $ SewerTaps $ 1,400.00 $ $ Subtotal Total $ 276,738.64 Segment 17 Rawlings Blvd, Lucca to Bergamo Villa Bella 18 8 0 g 5425 SUED AG 05/14/2009 01:40:57 PM 43 Unit casts based on Exhibit B costs. Galbert CllerktRecorde0, Pueblo Co m y 00 0 Street section Curb and Gutter Handicap Ramps Square pans Tactile Band Fine Grading Overlot Grading Paving 5" on 6" 5" on 4" 4" on 4" AIRS soil cement 10' Sidewalk 6' Sidewalk Monument Boxes Street lights Street signs Pavement Markings epoxy Inlay tape Thermoplastic Arrows Subtotal unit 660 feet 150 sq ft sw ft 2 unit 29,317 acre cu. Yd. sq yds 1,664 sq yds sq yds 1,664 feet LF LF 165.00 LF Sq Ft. each cost per $ 12.00 $ 4.00 $ 5.00 $ 350.00 $ 0.42 $ 2.20 $ 21.00 $ 21.00 $ 18.50 $ 6.00 $ 3.00 sq ft $ 3.00 $ 655.00 $ 1,450.00 $ 435.00 $ 1.35 $ 7.00 $ 3.00 $ 85.00 subtotal $ 7,920.00 $ 600.00 $ 700.00 $ 12,225.19 $ 34,944.00 $ 9,984.00 $ 655.00 $ 2,900.00 $ 870.00 $ 1,155.00 $ 71,953.19 Utilities $ 47.50 $ 15,675.00 Storm Pipe feet $ - $ 15" $ 38.00 $ 18" $ 41.00 $ 24" $ 44.00 $ 30" $ 66.00 $ 36" $ 71.00 $ 42" $ 96.00 $ 48" Phase 1 $ 119.00 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ Man Holes each $ 3,000.00 $ Type S Inlet small $ 2,740.00 $ Type S Inlet Large $ 6,500.00 $ $ Water Main (including valves) 330 $ 47.50 $ 15,675.00 Fire Hydrants each $ 3,250.00 $ - Water Taps $ 1,000.00 $ - $ 15,675.00 Sewer Pipe 8" main feet $ 35.00 $ Man Holes each $ 2,500.00 $ SewerTaps $ 1,400.00 $ $ 7,920.00 600.00 $ 700.00 $ 33,453.00 $ 9,558.00 $ 1,155.00 Subtotal Total $ 87,628.19 $ 53,386.00 Segment 18 Lucca Drive, Rawlings to Roma Villa Bella g 18 ,f 1412 4 AG 05/0 01:40:57 . Gil her t �z CBerkRRe�orde0: P eh0o Co 24y .00 Unit costs based on Exhibit B costs. ®III F41 PL4 NAIIWO M Ill { W1 wK W U 11111 Street section Curb and Gutter Handicap Ramps Square pans Tactile Band Fine Grading Overlot Grading Paving 5" on 6" 5" on 4" 4" on 4" AIRS soil cement 10' Sidewalk 6' Sidewalk Monument Boxes Street lights Street signs Pavement Markings epoxy Inlay tape Thermoplastic Arrows Subtotal 11, 568.00 900.00 750.00 1,050.00 6,664.91 32, 856.00 10,655.33 655.00 1,450.00 870.00 Utilities $ 47.50 $ 22,895.00 Storm Pipe feet $ - $ 3,250.00 15" $ 38.00 $ - 18" 415 $ 41.00 $ 15,770.00 24" $ 44.00 $ - 30" $ 66.00 $ 36" $ 71.00 $ 42" $ 96.00 $ 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ - Man Holes 1.00 each $ 3,000.00 $ 3,000.00 Type S Inlet small 1 $ 2,740.00 $ 2,740.00 Type S Inlet Large $ 6,500.00 $ - $ 21,510.00 Water Main (including valves) 482 $ 47.50 $ 22,895.00 Fire Hydrants 1 each $ 3,250.00 $ 3,250.00 Water Taps 2 $ 1000.00 $ 2,000.00 $ 28,145.00 Sewer Pipe 8" main 246 feet $ 35.00 $ 8,610.00 Man Holes 1 each $ 2,500.00 $ 2,500.00 Sewer Taps 1 $ 1,400.00 $ 1,400.00 $ 12,510.00 Subtotal Total $ 130,238.99 unit 964 feet 225 sq ft 150 sw ft 3 unit 15,983 acre cu. Yd sq yds sq yds 1,776 sq yds 1,776 feet LF 485 LF LF Sq Ft. each cost per $ 12.00 $ 4.00 $ 5.00 $ 350.00 $ 0.42 $ 2.20 $ 21.00 $ 21.00 $ 18.50 $ 6.00 $ 300 sq ft $ 3.00 $ 655.00 $ 1,450.00 $ 435.00 $ 1.35 $ 7.00 $ 3.00 $ 85.00 subtotal 654.75 $ 68,073.99 Segment 19 Bergamo Drive, Rawlings to Roma. Villa Bella Unit costs based on Exhibit B costs. Street section Curb and Gutter Handicap Ramps Square pans Tactile Band Fine Grading Overlot Grading Paving 5" on 6" 5" on 4" 4" on 4" ARS soil cement 10' Sidewalk 6' Sidewalk Monument Boxes Street lights Street signs Pavement Markings epoxy Inlay tape Thermoplastic Arrows Subtotal unit 1,040 feet 300 sq ft sw ft 4 unit 22,524 acre cu. Yd. sq yds sq yds 2,503 sq yds 2,503 feet LF 1 1 2 520 LF LF Sq Ft. each 1805425 SUBD AG 05114/2009 01:40:57 PM Page: 29 of 49 R 241.00 D 0.00 T 241.00 Gilbert Ortiz Clerk /Recorder Pueblo County, Co cost per $ 12.00 $ 4.00 $ 5.00 $ 350.00 $ 0.42 $ 2.20 $ 21.00 $ 21.00 $ 18.50 $ 6.00 $ 3.00 sq ft $ 3.00 $ 655.00 $ 1,450.00 $ 435.00 $ 1.35 $ 7.00 $ 3.00 $ 85.00 subtotal $ 12,480.00 $ 1,200.00 $ 1,400.00 $ 9,392.51 $ 46,305.50 $ 15,016.00 $ 655.00 $ 1,450.00 $ 870.00 $ 702.00 $ 89,471.01 Utilities $ 47.50 $ Storm Pipe feet $ - $ 15" $ 38.00 $ - 18" 36 $ 41.00 $ 1,368.00 24" $ 44.00 $ - 30" $ 66.00 $ 36" $ 71.00 $ 42" $ 96.00 $ 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ Man Holes each $ 3,000.00 $ Type S Inlet small $ 2,740.00 $ - Type S Inlet Large 2 $ 6,500.00 $ 13 000.00 $ 14,368.00 Water Main (including valves) 600 $ 47.50 $ $ 28,500.00 Fire Hydrants 1 each $ 3,250.00 SewerTaps $ 3,250.00 Water Taps $ 1,000.00 $ - $ 31,750.00 Sewer Pipe 8" main feet $ 35.00 $ Man Holes each $ 2,500.00 $ SewerTaps $ 1,400.00 $ $ Subtotal Total $ 135,589.01 Segment 20 Roma Way, Troy to Lucca Villa Bella 1805425 SUBD AG 05/14/2009 01:40:57 PM Page: 30 of 48 R 241.00 D 0.00 T 241.00 Gilbert Ortiz ClerklRecorder, Pueblo County, Co Unit costs based on Exhibit B costs. ®III K YA AI'M rN W KH V Kh 11111 Street section Utilities $ unit cost per subtotal Curb and Gutter 760 feet $ 12.00 $ 9,120.00 Handicap Ramps 225 sq ft $ 4.00 $ 900.00 Square pans 24" sw ft $ 5.00 $ - Tactile Band 3 unit $ 350.00 $ 1,050.00 Fine Grading 12,943 acre $ 0.42 $ 5,397.23 Overlot Grading $ cu. Yd. $ 2.20 $ - Paving $ $ - $ $ 5" on 6" 72" sq yds $ 21.00 $ Man Holes 5" on 4" 3,000.00 sq yds $ 21.00 $ - 4" on 4" 1,438 sq yds $ 18.50 $ 26,605.06 AIRS soil cement 1,438 feet $ 6.00 $ 8,628.67 10' Sidewalk LF $ 3.00 sq ft $ 6' Sidewalk $ 3.00 $ Monument Boxes 1 $ 655.00 $ 655.00 Street lights 1 $ 1,450.00 $ 1,450.00 Street signs 2 $ 435.00 $ 870.00 Pavement Markings $ - $ - epoxy 380 LF $ 1.35 $ 513.00 Inlay tape LF $ 7.00 $ - Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal $ - $ 55,188.95 Utilities $ 47.50 $ 20,425.00 Fire Hydrants Storm Pipe feet $ - $ $ 15" $ 38.00 $ 18" $ 41.00 $ 24" $ 44.00 $ 30" $ 66.00 $ - 36" 430 $ 71.00 $ 30,530.00 42" $ 96.00 $ - 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ - Man Holes 1.00 each $ 3,000.00 $ 3,000.00 Type S Inlet small $ 2,740.00 $ - Type S Inlet Large 1 $ 6,500.00 $ 6,500.00 $ 40,030.00 Water Main (including valves) 430 $ 47.50 $ 20,425.00 Fire Hydrants each $ 3,250.00 $ - Water Taps $ 1,000.00 $ - $ 20,425.00 Sewer Pipe 8" main feet $ 35.00 $ Man Holes each $ 2,500.00 $ Sewer Taps $ 1,400.00 $ $ Subtotal Total $ 115,643.95 180 SUED AG 05/14/2009 01:40:57 PM Gilbert Ortiz Clerk/Recorder, 0 r, P0b0 0 c Pueblo County, C lbert Segment 21 ® III F5Y�P�4 Ya'�IGarJ l�N���he�+A N��� ®I III Roma, Lucca to Bergamo Villa Bella Unit costs based on Exhibit B costs. Street section Utilities 340 unit cost per subtotal Curb and Gutter 650 feet $ 12.00 $ 7,800.00 Handicap Ramps 225 sq ft $ 4.00 $ 900.00 Square pans $ sw ft $ 5.00 $ - Tactile Band 3 unit $ 350.00 $ 1,050.00 Fine Grading 12,097 acre $ 0.42 $ 5,044.45 Overlot Grading - cu. Yd. $ 2.20 $ - Paving 48" $ - $ - 5" on 6" sq yds $ 21.00 $ 60" 5" on 4" $ sq yds $ 21.00 $ - 4" on 4" 1,344 sq yds $ 18.50 $ 24,866.06 AIRS soil cement 1,344 feet $ 6.00 $ 8,064.67 $ 2,740.00 Type S Inlet Large 1 $ 6 $ 10' Sidewalk LF $ 3.00 sq ft $ 6' Sidewalk $ 3.00 $ Monument Boxes 1 $ 655.00 $ 655.00 Streetlights 1 $ 1,450.00 $ 1,450.00 Street signs 2 $ 435.00 $ 870.00 Pavement Markings $ - $ - epoxy 325 LF $ 1.35 $ 438.75 Inlay tape LF $ 7.00 $ - Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal $ - $ 51,138.92 Utilities 340 $ 47.50 $ 16,150.00 Storm Pipe feet $ - $ 3,250.00 15" 1 $ 38.00 $ 1 $ 20 400.00 18" $ 41.00 $ 24" $ 44.00 $ 30" $ 66.00 $ 36" $ 71.00 $ - 42" 320 $ 96.00 $ 30,720.00 48" $ 119.00 $ - 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ - Man Holes 1.00 each $ 3,000.00 $ 3,000.00 Type S Inlet small 1 $ 2,740.00 $ 2,740.00 Type S Inlet Large 1 $ 6 $ 6,500.00 $ 42 Water Main (including valves) 340 $ 47.50 $ 16,150.00 Fire Hydrants 1 each $ 3,250.00 $ 3,250.00 Water Taps 1 $ 1,000.00 $ 1 $ 20 400.00 Sewer Pipe 8" main 389 feet $ 35.00 $ 13,615.00 Man Holes 1 each $ 2,500.00 $ 2,500.00 Sewer Taps 1 $ 1,400.00 $ 1,400.00 $ 17 515.00 Segment'22 $ $ 47.50 Storm Pipe feet $ Torino Way, Troy to CBI 15" $ Villa. Bella 18" $ 18 AG 014/2009 01:40: PM 05425 $ 24" $ Pa o 3Ortif 4 24 24 Recorde0, P unit costs based on Exhibit a costs. 66.00 G z C1 Pueblo County. Cc ,III hls°i Pl4�Y'a'�I��YN�IR �� 1�14�I��N�hR IWM ®� II I ' Street section $ 71.00 $ - 42" $ 96.00 $ - unit cost per subtotal Curb and Gutter 650 feet $ 12.00 $ 7,800.00 Handicap Ramps 150 sq ft $ 4.00 $ 600.00 Square pans Man Holes sw ft $ 5.00 $ - Tactile Band 2 unit $ 350.00 $ 700.00 Fine Grading 12,027 acre $ 0.42 $ 5,015.26 Overlot Grading cu. Yd. $ 2.20 $ - Paving $ - $ - 5" on 6" sq yds $ 21.00 $ - 5" on 4" sq yds $ 21.00 $ - 4" on 4" 1,336 sq yds $ 18.50 $ 24,722.17 AIRS soil cement 1,336 feet $ 6.00 $ 8,018.00 ' 10' Sidewalk LF $ 3.00 sq ft $ 6' Sidewalk $ 3.00 $ Monument Boxes 1 $ 655.00 $ 655.00 Street lights 1 $ 1,450.00 $ 1,450.00 Street signs. ,, 2 $ 435.00 $ 870.00 '- x Pavem $ $ " ; , apoxy , ' 325 LF $ 1.35 $ 438.75 iWay tape LF $ 7.00 $ - Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal $ - $ 50,269.18 Utilities $ $ 47.50 Storm Pipe feet $ - $ 15" $ 38.00 $ 18" $ 41.00 $ 24" $ 44.00 $ - 30" 350 $ 66.00 $ 23,100.00 36" $ 71.00 $ - 42" $ 96.00 $ - 48" $ 119.00 $ - 54" $ 150.00 $ - 60" $ 188.00 $ - 72" $ 210.00 $ - Man Holes 1.00 each $ 3,000.00 $ 3,000.00 Type S Inlet small $ 2,740.00 $ - - Type S Inlet.Large' $ 6,500.00 $ Water Main (including valves) 325 $ 47.50 $ 15,437.50 Fire Hydrants each $ 3,250.00 $ - Water Taps 1 $ 1,000.00 $ 1,000.00 $ 16,437.50 Sewer Pipe 8" main 130 feet $ 35.00 $ 4,550.00 Man Holes. 1 each $ 2,500.00 $ 2,500.00 Sewer,Taps 1 $ 1,400.00 $ 1,400.00 $ 8,450.00 f ; Subtotal Total $ 101,256.68 Segment 23 Torino Way, CBI to Bergamo Villa Bella 1805425 SUED AG 05114/2008 PM Pace- 33 of 6H R 261 AW n N NN T DA1 0G Unit costs based on Exhibit B costs. $ $ Gilbert Ortiz Clerk /Recorder: Pueblo County, Cc ®III K M UMIAN W wi, W'RII44 WN ®III I Street section Storm Pipe feet $ - $ - 15" 44 $ unit cost per subtotal Curb and Gutter 1,220 feet $ 12.00 $ 14,640.00 Handicap Ramps 300 sq ft $ 4.00 $ 1,200.00 Square pans $ s ft $ 5.00 $ - Tactile Band 4 unit $ 350.00 $ 1,400.00 Fine Grading 25,581 acre $ 0.42 $ 10,667.28 Overlot Grading $ cu. Yd. $ 2.20 $ - Paving 188.00 $ $ - $ 5" on 6" $ sq yds $ 21.00 $ 5" on 4" 3,000.00 sq yds $ 21.00 $ - 4" on 4" 2,842 sq yds $ 18.50 $ 52,583.17 AIRS soil cement 2,842 feet $ 6.00 $ 17,054.00 10' Sidewalk LF $ 3.00 sq ft $ 6' Sidewalk $ 3.00 $ Monument Boxes 1 $ 655.00 $ 655.00 Street lights 2 $ 1,450.00 $ 2,900.00 Street signs 2 $ 435.00 $ 870.00 Pavement Markings $ - $ - epoxy 610 LF $ 1.35 $ 823.50 Inlay tape LF $ 7.00 $ - Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal $ - $ 102,792.94 Utilities $ $ 47.50 $ Storm Pipe feet $ - $ - 15" 44 $ 38.00 $ 1,672.00 18" $ 41.00 $ - 24" $ 44.00 $ 30" $ 66.00 $ - 36" 84 $ 71.00 $ 5,964.00 42" $ 96.00 $ - 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ - Man Holes 1.00 each $ 3,000.00 $ 3,000.00 Type S Inlet small 1 $ 2,740.00 $ 2,740.00 Type S Inlet Large 1 $ 6,500.00 $ 6,500.00 $ 19,876.00 Water Main (including valves) 640 $ 47.50 $ 30,400.00 Fire Hydrants 1 each $ 3,250.00 $ 3,250.00 Water Taps 3 $ 1,000.00 $ 3,000.00 $ 35,650.00 Sewer Pipe 8" main 642 feet $ 35.00 $ 22,470.00 Man Holes 2 each $ 2,500.00 $ 5,000.00 31 Subtotal Total $ 190,988.94 Segment 24 Bergamo Drive, Roma to Villa Bella Unit costs based on Exhibit B costs. Street section Torino. Pa0e r i t 4$ J QG J R2 44r 1 , 4 r 0 � 0 J 0 I 0 � 9 { 0 J 0 ,{ 4 ' 72 ,v 41 � P J 0 R 0 RJV W'{ ®I�rll',ir +Yll'i'fl�'k�Tllrll d ll!'I`�7 Yb,Iln a N�r�Y�'f.l''li l�'Y ®IIII Water Main (including valves) 540 $ unit cost per subtotal Curb and Gutter 1,010 feet $ 12.00 $ 12,120.00 Handicap Ramps 300 sq ft $ 4.00 $ 1,200.00 Square pans sw ft $ 5.00 $ - Tactile Band 4 unit $ 350.00 $ 1,400.00 Fine Grading 23,205 acre $ 0.42 $ 9,676.49 Overlot Grading cu. Yd. $ 2.20 $ - Paving $ - $ 5" on 6" sq yds $ 21.00 $ 5" on 4" sq yds $ 21.00 $ - 4" on 4" 2,578 sq yds $ 18.50 $ 47,699.17 ARS soil cement 2,578 feet $ 6.00 $ 15,470.00 10' Sidewalk LF $ 3.00 sq ft $ - 6' Sidewalk 200 $ 3.00 $ 3,600.00 Monument Boxes 1 $ 655.00 $ 655.00 Street lights 1 $ 1,450.00 $ 1,450.00 Street signs 2 $ 435.00 $ 870.00 Pavement Markings $ - $ - epoxy LF $ 1.35 $ Inlay tape LF $ 7.00 $ Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal $ - $ 94,140.65 Utilities $ Storm Pipe feet $ - $ 15" $ 38.00 $ 18" $ 41.00 $ 24" $ 44.00 $ 30" $ 66.00 $ 36" $ 71.00 $ 42" $ 96.00 $ - 48" 540 $ 119.00 $ 64,260.00 54" $ 150.00 $ - 60" $ 188.00 $ 72" $ 210.00 $ - Man Holes 2.00 each $ 3,000.00 $ 6,000.00 Type S Inlet small $ 2,740.00 $ - Type S Inlet Large 1 $ 6,500.00 $ 6,500.00 $ 76,760.00 Water Main (including valves) 540 $ 47.50 $ 25,650.00 Fire Hydrants - each $ 3,250.00 $ - Water Taps $ 1,000.00 $ - $ 25,650.00 Sewer Taps 3 $ 1,400.00 Sewer Pipe 8" main 548 feet $ 35.00 $ 19,180.00 Man Holes 1 each $ 2,500.00 $ 2,500.00 Sewer Taps 3 $ 1,400.00 $ 4,200.00 $ 25,880.00 Subtotal Total $ 222,430.65 Segment 25 CBI Drive, Torino to Napoli Villa Bella Unit costs based on Exhibit B casts. Street section Curb and Gutter Handicap Ramps Square pans Tactile Band Fine Grading Overlot Grading Paving 5" on 6" 5" on 4" 4" on 4" ARS soil cement unit 1,060 feet 225 sq ft sw ft 3 unit 18,731 acre cu. Yd. sq yds sq yds 2,081 sq yds 2,081 feet 10' Sidewalk 6' Sidewalk Monument Boxes Street lights Street signs Pavement Markings epoxy Inlay tape Thermoplastic Arrows Subtotal LF 1 2 LF LF Sq Ft. each 180 SUBDfiG 05/14/2009 01:40:57 PM 0.0 Galbert Cllark//Recorde Co 24YI cost per $ 12.00 $ 4.00 $ 5.00 $ 350.00 $ 0.42 $ 2.20 $ 21.00 $ 21.00 $ 18.50 $ 6.00 $ 3.00 sq ft $ 3.00 $ 655.00 $ 1,450.00 $ 435.00 $ 1,35 $ 7.00 $ 3.00 $ 85.00 subtotal $ 12,720.00 $ 900.00 1,050,00 7,810.83 38,502.61 12,487.33 655.00 1,450.00 870.00 $ 76,445.77 Utilities $ 47.50 $ $ 28,500.00 Storm Pipe feet $ - $ $ 3,250.00 15" $ 38.00 $ $ - $ 31,750.00 18 " $ 41.00 $ 24" $ 44.00 $ 30" 294 $ 66.00 $ 19,404.00 36" 297 $ 71.00 $ 21,087.00 42" $ 96.00 $ - 48" $ 119.00 $ _ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ - Man Holes 2.00 each $ 3,000.00 $ 6,000.00 Type S Inlet small $ 2,740.00 $ - Type S Inlet Large $ 6,500.00 $ - $ 46,491.00 Water Main (including valves) 600 $ 47.50 $ $ 28,500.00 Fire Hydrants 1 each $ 3,250.00 Sewer Taps $ 3,250.00 Water Taps $ 1,000.00 $ - $ 31,750.00 Sewer Pipe 8" main feet $ 35.00 $ Man,Holes each $ 2,500.00 $ Sewer Taps $ 1,400.00 $ $ Segment 26 Bergamo Drive, Torino to Napoli Villa Bella ,80 5Uso AG 05/14/2009 01:40:57 PM Pa g - , t t iz Cherk RecordeO,�46 Co 0 Co Unit costs based on Exhibit B costs. ® III If�'iP�4 Yti�ISIIhu� G4J� 41 t�1N�Nht�h�'N�'� ®I III Street section Utilities $ unit cost per subtotal Curb and Gutter 1,000 feet $ 12.00 $ 12,000.00 Handicap Ramps 200 sq ft $ 4.00 $ 800.00 Square pans 24" sw ft $ 5.00 $ - Tactile Band 4 unit $ 350.00 $ 1,400.00 Fine Grading 22,282 acre $ 0.42 $ 9,291.59 Overlot Grading $ cu..Yd. $ 2.20 $ - Paving $ 79,500.00 $ - $ $ 5" on 6" 72" sq yds $ 21.00 $ Man Holes 5" on 4" 8,000.00 sq yds $ 21.00 $ - 4" on 4" 2,476 sq yds $ 18.50 $ 45,801.89 ARS soil cement 2,476 feet $ 6.00 $ 14,854.67 10' Sidewalk LF $ 3.00 sq ft $ - 6' Sidewalk 200 $ 3.00 $ 3,600.00 Monument Boxes 1 $ 655.00 $ 655.00 Streetlights 2 $ 1,450.00 $ 2,900.00 Street signs 2 $ 435.00 $ 870.00 Pavement Markings $ - $ - epoxy LF $ 1.35 $ Inlaytape LF $ 7.00 $ Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ - Subtotal $ - $ 92,173.15 Utilities $ $ 47.50 $ Storm Pipe feet $ - $ 3,250.00 15" $ 38.00 $ $ 18" $ 41.00 $ 24" $ 44.00 $ 30" $ 66.00 $ 36" $ 71.00 $ 42" $ 96.00 $ 48" $ 119.00 $ - 54' 530 $ 150.00 $ 79,500.00 60" $ 188.00 $ - 72" $ 210.00 $ - Man Holes 3.00 each $ 8,000.00 $ 24,000.00 Type S Inlet small $ 2,740.00 $ - Type S Inlet Large 1 $ 6,500.00 $ 6,500.00 $ 110,000.00 Water Main (including valves) 530 $ 47.50 $ 25,175.00 Fire Hydrants 1 each $ 3,250.00 $ 3,250.00 Water Taps 1 $ 1,000.00 $ 1,000.00 $ 29,425.00 Sewer Pipe 8" main 383 feet $ 35.00 $ 13,405.00 Man Holes 2 each $ 2,500.00 $ 5,000.00 Sewer Taps 1 $ 1,400.00 $ 1,400.00 $ 19,805.00 Subtotal Total $ 251,403.15 Segment 27 Napoli Way, Troy to CBI -__ - -- 1805425 SUED AG 05/14/2009 01:40:57 PM Villa Bella Page: 37 of 48 R 241.00 D 0.00 T 241.00 Gilbert Ortiz Clerk /Recorder, Pueblo County, Cc Unit costs based on Exhibit B costs. ®III MM14 UMMAMMIMLIVI ND A N 11111 Street section Utilities 820 unit cost per subtotal Curb and Gutter 1,600 feet $ 12.00 $ 19,200.00 Handicap Ramps 150 sq ft $ 4.00 $ 600.00 Square pans $ swft $ 5.00 $ - Tactile Band 3 unit $ 350.00 $ 1,050.00 Fine Grading 26,243 acre $ 0.42 $ 10,943.33 Overlot Grading cu. Yd. $ 2.20 $ - Paving 48" $ - $ 5", on 6" sq yds $ 21.00 $ 60" 5" on 4" $ sq yds $ 21.00 $ - 4" on 4" 2,916 sq yds $ 18.50 $ 53,943.94 ARS soil cement 2,916 feet $ 6.00 $ 17,495.33 $ 2,740.00 Type S Inlet Large $ 6,500.00 $ 10' Sidewalk LF $ 3.00 sq ft $ - 6' Sidewalk 400 $ 3.00 $ 7,200.00 Monument Boxes 1 $ 655.00 $ 655.00 Streetlights 2 $ 1,450.00 $ 2,900.00 Street signs 2 $ 435.00 $ 870.00 Pavement Markings $ - $ - epoxy LF $ 1.35 $ Inlay tape LF $ 7.00 $ Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal $ - $ 114,857.61 Utilities 820 $ 47.50 $ 38,950.00 Storm Pipe feet $ - $ - 15" 75 $ 38.00 $ 2,850.00 18" 200 $ 41.00 $ 7,600.00 24" 230 $ 44.00 $ 10,120.00 30" $ 66.00 $ - 36" $ 71.00 $ 42" $ 96.00 $ 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ - Man Holes 3.00 each $ 3,000.00 $ 9,000.00 Type S Inlet small 1 $ 2,740.00 $ 2,740.00 Type S Inlet Large $ 6,500.00 $ - $ 32,310.00 Water Main (including valves) 820 $ 47.50 $ 38,950.00 Fire Hydrants 1 each $ 3,250.00 $ 3,250.00 Water Taps 4 $ 1,000.00 $ 4,000.00 $ 46,200.00 Sewer Pipe 8" main 870 feet $ 35.00 $ 30,450.00 Man Holes 3 each $ 2,500.00 $ 7,500.00 Sewer Taps 3 $ 1,400.00 $ 4,200.00 $ 42,150.00 Subtotal Total $ 235,517.61 Segment 28 Napoli Way, CBI to Bergamo Villa Bella Unit costs based on Exhibit B costs. Street section 1805425 SUBD AG 05/14/2009 01:40:57 PM Pagge: 38 of 48 R 241.00 D 0.00 T 241.00 Gilbert Ortiz Clerk /Recorder, Pueblo County, Co Bill 9 0 16WtP4' INW11 N4411 N lffi'w h 11111 Utilities $ unit cost per subtotal Curb and Gutter 1,030 feet $ 12.00 $ 12,360.00 Handicap Ramps 150 sq ft $ 4.00 $ 600.00 Square pans 24" sw ft $ 5.00 $ - Tactile Band 3 unit $ 350.00 $ 1,050.00 Fine Grading 18,123 acre $ 0.42 $ 7,557.29 Overlot Grading $ cu. Yd. $ 2.20 $ - Paving $ $ - $ $ 5" on 6" 72" sq yds $ 21.00 $ Man Holes 5" on 4" 3,000.00 sq yds $ 21.00 $ - 4" on 4" 2,014 sq yds $ 18.50 $ 37,252.83 ARS soil cement 2,014 feet $ 6.00 $ 12,082.00 10' Sidewalk LF $ 3.00 sq ft $ 6' Sidewalk $ 3.00 $ Monument Boxes 1 $ 655.00 $ 655.00 Streetlights 1 $ 1,450.00 $ 1,450.00 Street signs 2 $ 435.00 $ 870.00 Pavement Markings $ - $ - epoxy LF $ 1.35 $ Inlay tape LF $ 7.00 $ Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal $ - $ 73,877.12 Utilities $ $ 47.50 $ Storm Pipe feet $ - $ - 15" 75 $ 38.00 $ 2,850.00 18" 385 $ 41.00 $ 14,630.00 24" $ 44.00 $ - 30" $ 66.00 $ 36" $ 71.00 $ 42" $ 96.00 $ 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ - Man Holes 3.00 each $ 3,000.00 $ 9,000.00 Type S Inlet small $ 2,740.00 $ - Type S Inlet Large 1 $ 6,500.00 $ 6,500.00 $ 32,980.00 Water Main (including valves) 580 $ 47.50 $ 27,550.00 Fire Hydrants 1 each $ 3,250.00 $ 3,250.00 Water Taps 6 $ 1,000.00 $ 6,000.00 $ 36,800.00 Sewer Pipe 8" main 572 feet $ 35.00 $ 20,020.00 Man Holes 1 each $ 2,500.00 $ 2,500.00 Sewer Taps 3 $ 1,400.00 $ 4,200.00 $ 26,720.00 Segment 29 CBI Drive, Napoli south to Property line Includes Sewer line along south property line between CBI and Villa Bella Bergamo Unit costs based on Exhibit B costs. Street section $ 57,270.87 aE a nv� 1f1 N � mma� m yY m n .a 0 ON m NNO cau Y m � H o�� m n o w D MV .. ..ate® Utilities 440 $ unit cost per subtotal Curb and Gutter 830 feet $ 12.00 $ 9,960.00 Handicap Ramps 50 sq ft $ 4.00 $ 200.00 Square pans $ sw ft $ 5.00 $ - Tactile Band 1 unit $ 350.00 $ 350.00 Fine Grading 13,948 acre $ 0.42 $ 5,816.32 Overlot Grading 27,690.00 cu. Yd. $ 2.20 $ - Paving 48" 345 $ - $ 41,055.00 Yon 6" 220 sq yds $ 21.00 $ 60" 5" on 4" $ sq yds $ 21.00 $ - 4" on 4" 1,550 sq yds $ 18.50 $ 28,670.89 AIRS soil cement 1,550 feet $ 6.00 $ 9,298.67 $ 2,740.00 Type S Inlet Large 1 $ 6,500.00 $ 10' Sidewalk LF $ 3.00 sq ft $ 6' Sidewalk $ 3.00 $ Monument Boxes 1 $ 655.00 $ 655.00 Streetlights 1 $ 1,450.00 $ 1,450.00 Street signs 2 $ 435.00 $ 870.00 Pavement Markings $ - $ - epoxy LF $ 1.35 $ Inlay tape LF $ 7.00 $ Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal $ - $ 57,270.87 aE a nv� 1f1 N � mma� m yY m n .a 0 ON m NNO cau Y m � H o�� m n o w D MV .. ..ate® Utilities 440 $ $ $ 20,900.00 Fire Hydrants each $ Storm Pipe feet $ - $ $ - $ 20,900.00 15" $ 38.00 $ 18" $ 41.00 $ 24" $ 44.00 $ - 30" 48 $ 66.00 $ 3,168.00 36" 390 $ 71.00 $ 27,690.00 42" $ 96.00 $ - 48" 345 $ 119.00 $ 41,055.00 54" 220 $ 150.00 $ 33,000.00 60" $ 188.00 $ - 72" $ 210.00 $ - Man Holes 1.00 each $ 3,000.00 $ 3,000.00 Type S Inlet small 1 $ 2,740.00 $ 2,740.00 Type S Inlet Large 1 $ 6,500.00 $ 6,500.00 $ 117,153.00 Water Main (including valves) 440 $ 47.50 $ 20,900.00 Fire Hydrants each $ 3,250.00 $ - Water Taps $ 1,000.00 $ - $ 20,900.00 Sewer Pipe 8" main 576 feet $ 35.00 $ 20,160.00 Man Holes 3 each $ 2,500.00 $ 7,500.00 227,183.87 [Qi] Segment 30 Bergamo Drive, Napoli to Subdivision line Villa.. 18 SUBD�AG 052,14,200 01:40: PM Unit costs based on Exhibit B costs. ei ther t iz g 41 Clerk RRecor de0, Pue60o C° 2 0 0 Street section Utilities 445 unit cost per subtotal Curb and Gutter 850 feet $ 12.00 $ 10,200.00 Handicap Ramps 200 sq ft $ 4.00 $ 800.00 Square pans $ sw ft $ 5.00 $ - Tactile Band 4 unit $ 350.00 $ 1,400.00 Fine Grading 19,434 acre $ 0.42 $ 8,103.98 Overlot Grading 10,000.00 cu. Yd. $ 2.20 $ - Paving 48" Subtotal $ - $ - 5" on 6" 400 sq yds $ 21.00 $ 60" 5" on 4" $ sq yds $ 21.00 $ - 4 "'on 4" 2,159 sq yds $ 18.50 $ 39,947.67 ARS soil cement 2,159 feet $ 6.00 $ 12,956.00 $ - Type S Inlet Large 1 $ 6,500.00 $ 10' Sidewalk LF $ 3.00 sq ft $ 6' Sidewalk $ 3.00 $ Monument Boxes 1 $ 655.00 $ 655.00 Streetlights 1 $ 1,450.00 $ 1,450.00 Street signs 2 $ 435.00 $ 870.00 Pavement Markings $ - $ - epoxy LF $ 1.35 $ Inlay tape LF $ 7.00 $ Thermoplastic Sq Ft. $ 3.00 $ Arrows each $ 85.00 $ Subtotal $ - $ 76,382.64 Utilities 445 $ 47.50 $ 21,137.50 Storm Pipe feet $ - $ $ 15" $ 38.00 $ - 18" 30 $ 41.00 $ 1,140.00 24 ". $ 44.00 $ - 30" 2,500.00 $ 66.00 $ Sewer Taps 36" $ $ 71.00 $ 10,000.00 42" 720 $ 96.00 $ 25,200.00 $ 48" Subtotal $ 119.00 $ - 54" 400 $ 150.00 $ 60,000.00 60" $ $ 188.00 $ - 72" 640 $ 210.00 $ 134,400.00 Man Holes 5.00 each $ 3,000.00 $ 15,000.00 Type S Inlet small $ 2,740.00 $ - Type S Inlet Large 1 $ 6,500.00 $ 6,500.00 $ 217,040.00 Water Main (including valves) 445 $ 47.50 $ 21,137.50 Fire Hydrants each $ 3,250.00 $ - Water Taps $ 1,000.00 $ - $ 21,137.50 Sewer Pipe in bergamo 398 feet Man Holes 4 each $ 2,500.00 $ 10,000.00 Sewer Taps $ 1,400.00 $ - $ 10,000.00 Sewer Pipe connection to main 720 $ 35.00 $ 25,200.00 $ 25,200.00 Subtotal Total $ 349,760.14 Segment 31 1 $ $ 655.00 $ 655.00 Street lights Rawlings Blvd from Bergamo East to Park $ 4,350.00 Villa Bella 2 $ $ 180 SU13D AG 05/14/2009 01:40:57 PM $ 870.00 Pavement Markings $ - 02 n4Y 0 0 e610 - epoxy Unit costs based on Exhibit B costs. $ 1.35 Galbe P Ccu , Co rt Ortiz Clerk/Recorder, - Street section 1066.00 LF $ 7.00 $ 7,462.00 Thermoplastic 200 Sq Ft. unit cost per subtotal 600.00 Arrows Curb and Gutter 2,000 feet- $ 12.00 $ 24,000.00 $ 7,440.00 Handicap Ramps 100 sq ft $ 4.00 $ 400.00 $ 400.00 Square pans sw ft $ 5.00 $ - feet $ Tactile Band 2 unit $ 350.00 $ 700.00 $ 700.00 Fine Grading 37,340 acre $ 0.42 $ 15,570.78 41.00 $ Overlot Grading 24" cu. Yd. $ 2.20 $ - $ - Paving $ - $ 36" 5" on 6" sq yds $ 21.00 $ - 42" 5" on 4" 2,980 sq yds $ 21.00 $ 62,580.00 $ 24,549.00 4" on 4" 119.00 sq yds $ 18.50 $ - $ ARS soil cement 2,980 feet $ 7.00 $ 20,860.00 $ 8,183.00 $ 45,120.00 72" $ 210.00 $ 10' Sidewalk 400 LF $ 3.00 sq ft $ 12,000.00 $ 25,800.00 6' Sidewalk 1.00 each $ 3.00 $ - 3,000.00 Type S Inlet small 3 $ 2,740.00 $ 8,220.00 Type S Inlet Large Monument Boxes 1 $ $ 655.00 $ 655.00 Street lights 3 3,250.00 $ 1,450.00 $ 4,350.00 Street signs 2 $ $ 435.00 $ 870.00 Pavement Markings $ - $ - epoxy LF $ 1.35 $ - Inlay tape 1066.00 LF $ 7.00 $ 7,462.00 Thermoplastic 200 Sq Ft. $ 3.00 $ 600.00 Arrows each $ 85.00 $ - Subtotal $ - $ 150,047.78 Utilities Storm Pipe feet $ - $ - 15" 60 $ 38.00 $ 2,280.00 18" 40 $ 41.00 $ 1,520.00 24" $ 44.00 $ - 30" $ 66.00 $ 36" $ 71.00 $ 42" $ 96.00 $ 48" $ 119.00 $ 54" $ 150.00 $ - 60" 240 $ 188.00 $ 45,120.00 72" $ 210.00 $ - 8' by 10' Box culvert 120 $ 600.00 $ 72,000.00 Man Holes 1.00 each $ 3,000.00 $ 3,000.00 Type S Inlet small 3 $ 2,740.00 $ 8,220.00 Type S Inlet Large $ 6,500.00 $ - $ 132,140.00 Water Main (including valves) 1,100 $ 47.50 $ 52,250.00 Fire Hydrants 2 each $ 3,250.00 $ 6,500.00 Water Taps 1 $ 1,000.00 $ 1,000.00 $ 59,750.00 Sewer Pipe 8" main feet $ 35.00 $ Man Holes each $ 2,500.00 $ Sewer Taps $ 1,400.00 $ $ Subtotal Total $ 341,937.78 $ 67,072.00 Segment 32 Residential phase 1, Bella Vista, Bella Terra, Bella Nolte, east tip of Roma, and a Portion of Bella Luna V illa "Bella 1805425 3UBD AG 05/14/2009 01:40:57 PM 4 Pa g : 42 �z Ce rk Recorde0, PuebOo County, 00 Unit costs based on Exhibit B costs. c; ®III th��PLfi�Y�'�V#�I+ke6111�LLdf t ! W1IW W111114 11III Street section Curb and Gutter Handicap Ramps Square pans Tactile Band Fine Grading Overlot Grading Paving 5" on 6" 5" on 4" 4" on 4" AIRS soil cement 10' Sidewalk 6' Sidewalk Monument Boxes Street lights F ..Street signs , Pavement Markings epoxy Inlay tape Thermoplastic Arrows Subtotal unit 3,610 feet 800 sq ft sw ft 16 unit 66,723 acre cu. Yd. sq yds sq yds 7,414 sq yds 7,414 feet LF 5 8 4 LF LF Sq Ft. each cost per subtotal $ 12.00 $ 43,320.00 $ 4.00 $ 3,200.00 $ 5.00 $ - $ 350.00 $ 5,600.00 $ 0.42 $ 27,823.49 $ 2.20 $ - 21.00 21.00 18.50 6.00 3.00 sq ft 3.00 655.00 1,450.00 435.00 1.35 7.00 3.00 85.00 $ 137,152.83 $ 44,482.00 $ 3,275.00 $ 11,600.00 $ 1,740.00 $ 278,193.32 Utilities 1,805 $ 47.50 Storm Pipe feet $ - $ 15" 360 $ 38.00 $ 18" 200 $ 41.00 $ 24" 190 $ 44.00 $ 30" $ 66.00 $ 36" $ 71.00 $ 42" $ 96.00 $ W $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ Man Holes 1.00 each $ 3,000.00 $ Type S,Inlet small 2 $ 2,740.00 $ Type S Inlet Large 1 $ 6,500.00 $ 13,680.00 7,600.00 8,360.00 3,000.00 5,480.00 Water Main (including valves) 1,805 $ 47.50 $ 85,737.50 Fire Hydrants 4 each $ 3,250.00 $ 13,000.00 Water Taps 49 $ 1,000.00 $ 49,000.00 $ 147,737.50 Sewer Pipe 8" main 1,048 feet $ 35.00 $ 36,680.00 Man Holes 4 each $ 2,500.00 $ 10,000.00 Sewer Taps 50 $ 1,400.00 $ 70,000.00 $ 116,680.00 Subtotal Total $ 587,230.82 Segment 33 'Residential phase 2, Torino east of Bergamo and a portion of Bella Luna Villa- ~Bella ?Unit costs based on Exhibit B costs. Street section Curb and Gutter Handicap Ramps Square pans Tactile Band :Fine Grading Overlot Grading Paving 5" on 6" 5" on 4" 4" on 4" AIRS soil. cement 10' Sidewalk 6' Sidewalk Monument Boxes Markings Arrows ' Subtotal utllities storm Pipe 15" 18," 24" 30" 36" 42" 48" f&l 60" 72 Man Holes Type S. InIE ;. ,yp ifR "Into unit 3,700 1 feet. 300 sq ft sw ft 6 unit 60,802 acre cu. Yd. sq yds sq yds 6,756 sq yds 6,756 feet LF 800 1 5 2 LF LF Sq Ft. each feet 150 80 98 each 1805425 SUBD AG 05/14/2009 01:40:57 PM Pa ge: 43 of 48 R 241.00 D 0.00 T 241.00 Gilbert Ortiz Clerk /Recorder, Pueblo County, Cc �w� ®iii ai� r�AIN1� W1 WY O tsar rya W N 11111 cost per $ 12.00 $ 4.00 $ 5.00 $ 350.00 $ 0.42 $ 2.20 $ 21.00 $ 21.00 $ 18.50 $ 6.00 $ 3.00 sq ft $ 3.00 $ 655.00 $ 1,450.00 $ 435.00 $ 1.35 $ 7.00 $ 3.00 $ 85.00 $ 38.00 $ 41.00 $ 44.00 $ 66.00 $ 71.00 $ 96.00 $ 119.00 $ 150.00 $ 188.00 $ 210.00 $ 3,000.00 $ 2,740.00 $ 6,500.00 subtotal $ 44,400.00 $ 1,200.00 $ 2,100.00 $ 25,354.43 $ 124,981.89 $ 40,534.67 $ 14,400.00 $ 655.00 $ 7,250.00 $ 870.00 $ 5,700.00 $ 3,040.00 $ 6,468.00 $ 8,220.00 $ 261,745.99 Water Main (including valves) 1,850 $ 47.50 $ 87,875.00 Fire Hydrants 3 each $ 3,250.00 $ 9,750.00 Water Taps 39 $_ 1,000.00 $ 39,000.00 $ 136,625.00 Sewer Pipe 8" main 600 feet $ 35.00 $ 21,000.00 Man Holes 3 each $ 2,500.00 $ 7,500.00 SewenTaps 37 $ 1,400.00 $ 51,800.00 $ 80,300.00 Subtotal Total $ 502,098.99 Segment 34 Attached Residential Villa Bella Unit costs based on Exhibit B costs. Street section p8fr 2 44 of 24140 4 7 241 P00 G ilbert Ortiz Clerk /Recorder, Pueblo County, Cc �� ®iii F, FiTuAll" ,�t a .�ar,r�� r h 11111 subtotal $ 22,800.00 $ 1,400.00 $ 2,450.00 $ 13,349.00 $ 65,802.44 $ 21,341.33 $ 655.00 $ 4,350.00 $ 870.00 $ 133,017.78 Utilities $ unit cost per Curb and Gutter 1,900 feet $ 12.00 Handicap Ramps 350 sq ft $ 4.00 Square pans 18" sw ft $ 5.00 Tactile Band 7 unit $ 350.00 Fine Grading 32,012 acre $ 0.42 Overlot Grading 36" cu. Yd. $ 2.20 Paving 42" $ $ - 5" on 6" 48" sq yds $ 21.00 5" on 4" 54" sq yds $ 21.00 4" on 4" 3,557 sq yds $ 18.50 AIRS soil cement 3,557 feet $ 6.00 10' Sidewalk Man Holes LF $ 3.00 sq ft 6' Sidewalk Type S Inlet small 3 $ $ 3.00 8,220.00 Type S Inlet Large $ 6,500.00 $ Monument Boxes 1 $ 655.00 Streetlights 3 $ 1,450.00 Street signs 2 $ 435.00 Pavement Markings $ - epoxy LF $ 1.35 Inlay tape LF $ 7.00 Thermoplastic Sq Ft. $ 3.00 Arrows each $ 85.00 Subtotal $ - subtotal $ 22,800.00 $ 1,400.00 $ 2,450.00 $ 13,349.00 $ 65,802.44 $ 21,341.33 $ 655.00 $ 4,350.00 $ 870.00 $ 133,017.78 Utilities $ $ 47.50 $ Storm Pipe feet $ - $ 3,250.00 15" $ 38.00 $ - 18" 204 $ 41.00 $ 7,752.00 20 240 $ 44.00 $ 10,560.00 30" $ 66.00 $ - 36" $ 71.00 $ 42" $ 96.00 $ - 48" $ 119.00 $ 54" $ 150.00 $ 60" $ 188.00 $ 72" $ 210.00 $ - Man Holes 2.00 each $ 3,000.00 $ 6,000.00 Type S Inlet small 3 $ 2,740.00 $ 8,220.00 Type S Inlet Large $ 6,500.00 $ - $ 32,532.00 Water Main (including valves) 1,012 $ 47.50 $ 48,070.00 Fire Hydrants 2 each $ 3,250.00 $ 6,500.00 Water Taps 44 $ 1,000.00 $ 44,000.00 $ 98,570.00 Sewer Pipe 8" main 1,024 feet $ 35.00 $ 35,840.00 Man Holes 2 each $ 2,500.00 $ 5,000.00 Sewer Taps 44 $ 1,400.00 $ 61,600.00 $ 102,440.00 Subtotal Total $ 366,559.78 Segment 35 Regional Detention Pond improvement section 2 Channel improvements in the western channel, and Rawlings box culvert Unit costs based on Exhibit B costs. Overlot grading 100,000 cu. Yd. $ 2.20 $ 220,000.00 Park Trail System construction Trail 740 LF $ 3.00 sq ft $ 22,200.00 10 ft wide StormWater management and Permit Requirements Silt Fence 1000 LF $ 3.50 $ 3,500.00 Inlet protection each $ 220.00 $ - Vehicle Tracking Pads each $ 800.00 $ - Establishing Vegetation 10 acres $ 1,300.00 $ 13,000.00 BioSwale Development 13,500 sq ft $ 0.30 $ 4,050.00 StormWater improvements Drainage swale LF $ 5.00 $ - Check dams 2 each $ 220.00 $ 440.00 forebay desilting basin 1 each $ 35,000.00 $ 35,000.00 $ 298,190.00 Utilities $ - Storm Pipe feet $ - $ - 15" LF $ 38.00 $ 18" LF $ 41.00 $ 24" LF $ 44.00 $ 30" LF $ 66.00 $ 36" LF $ 71.00 $ 42" LF $ 96.00 $ 48" LF $ 119.00 $ 54" LF $ 150.00 $ - 60" 120 LF $ 188.00 $ 22,560.00 72" LF $ 210.00 $ - 8' by 10' Box culvert 209 LF $ 600.00 $ 125,400.00 Man Holes 2.00 each $ 3,000.00 $ 6,000.00 Type S Inlet small $ 2,740.00 $ - Tvoe S Inlet Larae $ 6.500.00 $ - $ 153,960.00 Subtotal Total $ 452,150.00 18 SUED AG 05/14/2009 01:40:57 PM Gl lbert iz C 5 of rk//Reoorderr, D Pueblo Co 24 0 Y� Co Segment 36 Regional Detention Pond improvement section 3 Channel improvements in the balance of the western channel inclu. energy dissipater Unit costs based on Exhibit B costs. Overlot grading 200,000 cu. Yd. Park Trail System construction Trail 1,723 LF StormWater management and Permit Requirements Silt Fence 1000 LF Inlet protection each Vehicle Tracking Pads each Establishing Vegetation BioSwale Development 15 acres 39,000 sq ft StormWater improvements Drainage swale Check damns forebay desilting basin Energy Dissipater 2.20 $ 440,000.00 $ 3.00 sq ft $ 51,690.00 $ 3.50 $ 3,500.00 $ 220.00 $ - $ 800.00 $ - $ 1,300.00 $ 19,500.00 $ 0.30 $ 11,700.00 LF $ 5.00 2 each $ 220.00 each $ 35,000.00 1 each $ 40,000.00 440.00 40,000.00 Subtotal Total $ 566,830.00 1800 SUBD AG 05/14/2009 01:40:57 PM Galyert Ce rk/Recorde0r, D P b 00 0 C 24y .00 ®III K PI P AIRtlII1 PIK AN M,W IL fill 4 11111 $ 566,830.00 Utilities $ Storm Pipe feet $ - $ - 15" LF $ 38.00 $ - 18" LF $ 41.00 $ - 24" LF $ 44.00 $ - 30" LF $ 66.00 $ - 36" LF $ 71.00 $ - 42" LF $ 96.00 $ - 48" LF $ 119.00 $ - 54" LF $ 150.00 $ - 60" LF $ 188.00 $ - 72" LF $ 210.00 $ - 8' by 10' Box culvert LF $ 600.00 $ - Man Holes each $ 3,000.00 $ - Type S Inlet small $ 2,740.00 $ - Type S Inlet Large $ 6,500.00 $ - $ Subtotal Total $ 566,830.00 1800 SUBD AG 05/14/2009 01:40:57 PM Galyert Ce rk/Recorde0r, D P b 00 0 C 24y .00 ®III K PI P AIRtlII1 PIK AN M,W IL fill 4 11111 Segment 37 Regional Detention Pond improvement section 3 Channel improvements in the balance of the western channel inclu. energy dissipater Unit costs based on Exhibit B costs. Overlot grading 360,000 cu. Yd. $ 2.20 $ 792,000.00 Park Trail System construction Storm Pipe feet $ - Trail 1,723 LF $ 3.00 sgft $ 51,690.00 StormWater management and Permit Requirements $ 41.00 $ - 24" Silt Fence 1000 LF $ 3.50 $ 3,500.00 Inlet protection $ - each $ 220.00 $ - Vehicle Tracking Pads LF each $ 800.00 $ - Establishing Vegetation 15 acres $ 1,300.00 $ 19,500.00 BioSwale Development 68,250 sq ft $ 0.30 $ 20,475.00 StormWater improvements $ 210.00 $ - 8' by 10' Box culvert LF $ Drainage swale $ - LF $ 5.00 $ - Check dams 2 each $ 220.00 $ 440.00 forebay desilting basin 1 each $ 35,000.00 $ 35,000.00 Energy Dissipater 1 each $ 40,000.00 $ 40,000.00 Subtotal Total $ 962,605.00 / 1805425 SUBD AG 05/1412009 01:40:57 PM Pagge: 47 of 49 R 241.00 D 0.00 T 241.00 Gilbert Ortiz Clerk/Recorder, Pueblo County, Co ®III r'6111 1 1MVhNUN IIN NA ADQMI Mi 11111 $ 962,605.00 utilities $ Storm Pipe feet $ - $ - 15" LF $ 38.00 $ - 18" LF $ 41.00 $ - 24" LF $ 44.00 $ - 30" LF $ 66.00 $ - 36" LF $ 71.00 $ - 42" LF $ 96.00 $ - 48" LF $ 119.00 $ - 54" LF $ 150.00 $ - 60" LF $ 188.00 $ - 72" LF $ 210.00 $ - 8' by 10' Box culvert LF $ 600.00 $ - Man Holes each $ 3,000.00 $ - Type S Inlet small $ 2,740.00 $ - Type S Inlet Large $ 6,500.00 $ - $ Subtotal Total $ 962,605.00 / 1805425 SUBD AG 05/1412009 01:40:57 PM Pagge: 47 of 49 R 241.00 D 0.00 T 241.00 Gilbert Ortiz Clerk/Recorder, Pueblo County, Co ®III r'6111 1 1MVhNUN IIN NA ADQMI Mi 11111 1805425 SUBD AG 05/14/2009 01:40:57 PM 4 of Clerk/Recorder. rk Pueblo CT m y 00 mill M11 A11101HIMNi9L�RHl��I ®1III SUBDIVISION IMPROVEMENTS AGREEMENT SUBDIVISION NAME: Villa Bella Subdivision, Filing No. I DEVELOPER: 610 RLLLP ENGINEER: Abel Engineering Professionals, Inc. NOTES; 1. This is an estimate only, Actual construction costs may vary. PREPARED BY: Aza Wintersieck FIRM: LDM Development The undersigned hereby certifies that (i) the Required Public Improvements shown hereon and the Plans and Specifications therefore constitute all of the public improvements required to be installed and constructed for the Subdivision by Chapter 4, Title XII of the Pueblo Municipal Code and the standards and specifications approved by City Council, (ii) the quantities of construction elements shown hereon accurately depicts the quantities necessary to construct the Required Public Improvements and (ii) the unit prices shown hereon are the most current unit prices provided by the City of Pueblo. [P.E. SEAL] Engineer Date II ri.,.o Board of Water Wor s Date APPROVED BY: Directo • of Public orks bat p2j� o Trans o tation Division. ate Reception 1805426 05/14/2009 Clarification Agreement This Clarification Agreement dated as of February 26, ' 2009 between Pueblo, a municipal corporation ( "City ") and 610 RLLLP, a Colorado limited liability limited partnership ( "Subdivider "), Witnesseth, Whereas, pursuant to section 12 -4 -7(10) of the Pueblo Municipal Code, the Director of Public Works is authorized to execute in the name of the City all instruments and documents relating to the alternatives described in section 12- 4- 70)(1) of the Pueblo Municipal Code, and Whereas, the Subdivision Improvements Agreement and Addenda thereto Villa Bella Subdivision Filing No. 1 ( "Subdivision ") entered into by and between City and Subdivider (collectively the "SIA ") are documents relating to an alternative described in section 12- 4- 70)(1; of the Pueblo Municipal Code, and Whereas, certain provisions of the SIA and Addendum No. 1 to the Annexation Agreement, Case No. A -87 -1 dated July 9, 2007 ( "Addendum No. 1 ") are in conflict and need to be clarified, Now therefore, in consideration of the foregoing and mutual covenants contained herein, City and Subdivider agree as follow: 1. In order to be compatible with terns and provisions of the SIA and to clarify the meaning thereof, the following terms in Addendum No. 1 shall have the following meaning: (a) "Development Plan" means the Part 1 submittal for the Subdivision as approved by the Planning and Zoning Commission and the City Council. (b) "Initial development of the sports complex" means Phase I as described in Exhibit "A" attached to the Addendum to the SIA for Phased Construction. (c) "Acceptance of Improvements" means the completion of all required Phase 1 public improvements as described in Exhibit "A" attached to the Addendum to the SIA for Phased Construction and acceptance thereof for maintenance as follows: (i) acceptance by the Director of Public Works for maintenance of streets, sewers and stormwater facilities and improvements, except detentions basins 1, 2, 3, 4 and 5 and all stormwater conveyance systems relating to detention basin 5. (ii) acceptance by the Board of Water Works for maintenance of water facilities and improvements. 18 AGREE 05/14/2009 01:40:57 PM Pa fr : t 2 0r of 2 Cle R 11,00 D 0.00 T 11.0 n0v� Co I w+Pni'dAlcin kmm IM ft wi mi 11111 2. Maintenance of detention basins 1, 2, 3, 4 and 5 and all stornwater conveyance systems to be constructed relating to detention basin 5 as part of the Phase 1 improvements are the responsibility of Subdivider. The Subdivider will be released from maintenance obligations with respect to the detention basins as follows: (a) Detention basin 1 - upon the Colorado State University - Pueblo enternig into a binding agreement with City to maintain detention basin 1. (b) Detention basins 2, 3 and 4 - upon the ThunderVillage Metropolitan District entering into a binding agreement with the city to maintain detention basins 2, 3 and 4. (c) Detention basin 5 - at the time detention basin 5 and stormwater improvements described in Phase 1 are completed and accepted by the City. 3. This Clarification Agreement shall be incorporated in and become a part of the SIA and enforceable as provided in the SIA. 4. The SIA as modified by this Clarification Agreement shall remain in full force and effect and the covenants of this Clarification Agreement shall run with the land in the Subdivision and shall extend to, be binding upon, and inured to the benefit of the City and Subdivider and their respective successors and assigns. Executed at Pueblo, Colorado, the day and year first above written. 610 RLLLP By Name: Office: Pueblo, a municipal corporation By Inte ' Dir r of Pu orks Approved as to form: City Attomel` Reception 1805427 05/14/2009 ADDENDUM TO SUBDIVISION IMPROVEMENTS AGREEMENT (PHASED CONSTRUCTION) This Addendum shall be incorporated in and become a part of the February 26, 2009, Subdivision Improvements Agreement for Villa Bella Subdivision, Filing -1 (herein the "Subdivision ") and enforceable as provided in said Subdivision Improvements Agreement. The Subdivider will develop the Subdivision in separate phases in the sequence described in the attached Exhibit "A ". 2. The Subdivider shall construct and install all Required Public Improvements in the manner and as described in the Subdivision Improvements Agreement needed and required to serve all lots within each Phase and in the sequence set forth in the attached Exhibit "A ". 3. For purposes of determining the extent and timing of the Required Public Improvements, each Phase shall be considered as a separate subdivision. 4. After completion of all Required Public Improvements for any Phase and approval thereof by the Director of Public Works, the City will release the lots in that Phase from the Subdivision Improvements Agreement and this Addendum. 5. Any development of the Subdivision contrary to the phasing sequence set forth in paragraph 1 above without the prior written approval of the Director of Public Works ( "Director") shall constitute a breach of the Subdivision Improvements Agreement and this Addendum and City may thereafter refuse to approve the issuance of building permits for construction within the Subdivision. 6. No modifications to the phasing sequence set forth in the attached Exhibit "A" shall be approved by the Director until (a) Subdivider's engineer certifies in writing that the requested modifications will not result in any lot in the Subdivision being inadequately served by required public improvements, (b) Subdivider furnishes title information satisfactory to the City showing all persons and entities having a recorded interest in all lots within the Subdivision ( "Interested Parties "), and (c) all Interested Parties execute and acknowledge their consent to and approval of the modification to the phasing sequence in form and content approved by the City Attorney. 7. The Subdivision Improvements Agreement as amended by this Addendum shall remain in full force and effect and the covenants of this Addendum shall run with the land within the Subdivision and shall extend to, be binding upon, and inure to the benefit of the City and Subdivider and their respective heirs, personal representatives, successors, and assigns. Executed at Pueblo, Colorado, as of February 26, 2009 610 RLLLP, a Restricted Limited Li ability Subdivider Limited Partnership DPW 103 1/6/04 m STATE OF COLORADO ) ss. COUNTY OF PUEBLO ) The foregoing instrument was acknowledged before me this oZ6 % day of FQb(uaiy ,2IIY_, by, /2.o 5 Subdivider. Witness my hand and official seal. My commission expires: 6 — O S [S_EAL] .. CITY OF PUEBLO, a Municipal Corporation By President of the Council /88 0 54 2 2 oA DD AGA 026100200 : 7 0 126.00 — Gilbert Ortiz Clerk /Recorder, Pueblo County, Co DPW 103 1/6/04 1805427 ADD AGR 05/14/2009 01:40:57 PM Page' 3 of 25 R 126.00 D 0.00 T 126.00 Gilbert Ortiz Clerk;Recorder. Pueblo County. Co 11111ICAO NI thirell11011hill111111 W"1 1111 111 ADDENDUM TO SUBDIVISION IMPROVEMENTS AGREEMENT EXHIBIT "A" Each phase of the Villa Bella subdivision Filing No. 1 is unique and shall be considered as a separate subdivision. (a) Phase I shall consist of the following improvements within the Subdivision as generally illustrated by the attached map and clarified in the following pages. Villa Bella Map Legend Subdivision Boundary }} Phase Area Boundary Utility Legend (for Utilities Not under Roadways) Sanitary / Sewer Storm • Sewer Storm Swale • _ Water Main 1 N 1 1805427 ADD RGR 05/14/2009 01:40:57 PM Pagge: 4 of 25 R 126.00 D 0.00 T 126.00 Gi l6ert Ortiz Clerk /Recorder, Pueblo County, Co ®III Mfr +NhdAW,f1111i1 IN W1CWlA4AkWIO h 11111 subtotal $ 203,400.00 $ 19,800.00 $ 5,000.00 $ 23,100.00 $ 194,360.36 $ 2,200,000.00 $ 476,490.00 $ 100,825.00 $ 350,000.00 $ 21,600.00 $ 94,320.00 $ 37,700.00 $ 6,960.00 $ 1,485.00 $ 18,900.00 $ 2,160.00 $ 1,700.00 $ 3,757,800.36 StormWater management and Permit Requirements Silt Fence 11625 unit cost per Curb and Gutter 16,950 feet $ 12.00 Handicap Ramps 4,950 sq ft $ 4.00 Square pans 1,000 sw ft $ 5.00 Tactile Band 66 unit $ 350.00 Fine Grading 466,092 sq ft $ 0.42 Overlot Grading 1,000,000 cu. Yd. $ 2.20 Paving Subtotal 1,650 $ - 5" on 6" 22,690 sq yds $ 21.00 5" on 4" $ sq yds $ 21.00 4" on 4" 5,450 sq yds $ 18.50 AIRS soil cement 35,000 sq yds $ 10.00 $ 188.00 $ 155,100.00 72" 10' Sidewalk Feet LF $ 3.00 sq ft 6' Sidewalk 1,200 LF $ 3.00 3,000.00 $ 54,000.00 Type S Inlet small 3 Monument Boxes 12 each $ 655.00 Street lights 26 each $ 1,450.00 Street signs 16 each $ 435.00 Pavement Markings $ - epoxy 1,100 LF $ 1.35 Inlay tape 2700.00 LF $ 7.00 Thermoplastic 720 Sq Ft. $ 3.00 Arrows 20 each $ 85.00 subtotal $ 203,400.00 $ 19,800.00 $ 5,000.00 $ 23,100.00 $ 194,360.36 $ 2,200,000.00 $ 476,490.00 $ 100,825.00 $ 350,000.00 $ 21,600.00 $ 94,320.00 $ 37,700.00 $ 6,960.00 $ 1,485.00 $ 18,900.00 $ 2,160.00 $ 1,700.00 $ 3,757,800.36 StormWater management and Permit Requirements Silt Fence 11625 LF $ 3.50 $ 40,687.50 Inlet protection 15 each $ 220.00 $ 3,300.00 Vehicle Tracking Pads 15 each $ 800.00 $ 12,000.00 Establishing Vegetation 200 acres $ 1,300.00 $ 260,000.00 StormWater improvements Drainage swale 4000 LF $ 5.00 $ 20,000.00 Check damns 50 each $ 220.00 $ 11,000.00 forebay structures each $ 35,000.00 $ - outlet structures 3 each $ 3,300.00 $ 9,900.00 Large outlet structure 1 each $ 150,000.00 $ 150,000.00 Subtotal 1,650 Feet $ - $ ; Storm Pipe 15" Feet $38 $ - 18" 800 Feet $ 41.00 $ 30,400.00 24" Feet $ 44.00 $ - 30" 565 Feet $ 66.00 $ 37,290.00 36" 872 Feet $ 71.00 $ 61,912.00 42" 1,650 Feet $ 96.00 $ 158,400.00 48" 470 Feet $ 119.00 $ 55,930.00 54" Feet $ 150.00 $ - 60" 825 Feet $ 188.00 $ 155,100.00 72" Feet $ 210.00 $ - Man Holes 18.00 each $ 3,000.00 $ 54,000.00 Type S Inlet small 3 each $ 2,740.00 $ 8,220.00 Type S Inlet Large 5 each $ 6,500.00 $ Water Water Main (including vale 6,472 Ft $ 47.50 $ 307,420.00 Fire Hydrants 8 each $ 3,250.00 $ 26,000.00 Water Taps 6 each $ 1,000.00 $ 6,000.00 Sewer Pipe 8" main 2,050 Feet $ 35.00 $ 71,750.00 Sewer Pipe 15" main 11,600 Feet $ 100.00 $1,160,000.00 Man Holes 45 each $ 2,500.00 $ 112,500.00 Sewer Taps 9 each $ 1,400.00 $ 12,600.00 Phased Development of Regional Detention Pond #5 As part of Phase 1 Pond # 5 shall be built per plan from the south Villa Bella Subdivision Property line to the south. North of this property line, finished ground shall be blended to match existing ground with maximum slopes of 4:1 cut or fill. Disturbed slopes shall be stabilized until further construction of the pond. Phase 1 construction shall include the spillway and outlet structure. Install trash guards on the outlet structure but do not fabricate or install the E.U.R.V. Control Plates. For this scenario: Q100 Peak - 673 cfs < Q100 Allowable = 1,116.1 cfs Stored Volume = 1,811,229 C.F. = 41.58 A.F.± Volume Below Elevation 4777.3 = 46.10 A. F.± C.F. — Cubic Feet A. F. —Acre —Feet Q100 — 100 -year Peak Flow 1805427 ADD AGR 05/14/2009 01:40:57 AM Page: 5 of 25 R 126.00 D 0.00 T 126.00 Gilbert Ortiz Clerk /Recorder, Pueblo County, Cc 1111 WI FTNO4VANUIh'W14YUM N 11 Ill 1805427 ADD AGR 05/14/2009 01:40:57 PM Page: 5 of 25 R 126.00 D 0.00 T 126.00 Gilbert Ortiz Clerk /Recorder, Pueblo County. Cc 1111 MMINAMM Yk 14Ml VIA 10A (b) Construction of all phases following Phase 1 shall abide by the following conditions. Order of Phase Development Following the completion of Phase 1, phase sequencing is established by order of issuance of building permits, regardless of phase number. The estimated cost of each phase, following construction of the phase 1 improvements, does not include the cost of any phase 1 improvements, but does include the cost of all infrastructure required to develop each unique phase as a separate subdivision, regardless of the improvements that may have been constructed as a part of a preceding phase. Phased Construction of Detention Basin # 5 for all phases subsequent to phase 1 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume (E.U.R.V.) and peak flow for that entire phase (including roadways) that is tributary to Pond # 5. If the Qloo exceeds the above (1,116.1 cfs), either "Alternate A" or "Alternate B" as summarized below shall be performed. It is the responsibility of the engineer(s) of record for successive lots developed within this phase to ensure that Water Quality is achieved on each individual lot. Alternate A 1) Fabricate and install the final design E.U.R.V. Control Plates and expand volume of storage below elevation 4773.3 to approximately 60 A.F. or as required to limit Q loo Peak to 1,116.1 cfs or less and Q100 Peak @ future Alamosa Drive in future Gateway Crossing to 1,134.8 cfs or less. It is the responsibility of the engineer of record to insure that allowable discharges are not exceeded. 2) For successive phases the engineer of record shall use the Urban Drainage and Flood Control District (UDFCD) spreadsheet program "UD- Detention" to determine the required 100 -year detention volume (including WQCV). The engineer of record shall insure that the calculated increase in volume, when applied to detention basin flood routing calculations, does not allow peak discharges to exceed the allowable as discussed in item #1 above. This calculation shall continue until the basin reaches final design contours or all phases of the Villa Bella, Filing No. 1 development have been completed. The physical volume of the basin shall be increased as required at the time of development of each phase. Alternate B 1) Design, fabricate, and install intermediate E.U.R.V. Control Plates. The engineer of record shall insure that Q100 peak basin discharge and Q100 peak at future Alamosa Drive in future Gateway Crossing do not exceed allowable rates as specified in Alternate A, item #1. Increase detention basin storage volume as required. 2) For successive phases design, fabricate, and install a new intermediate E.U.R.V. Control plate and expand basin storage volume so that allowable discharge rates from the 1805427 ADD AGR 05/14/2009 01:40:57 PM Page: 7 of 25 R 126.00 D 0.00 T 126.00 Gilbert Ortiz Clark /Recorder, Pueblo County, Cc 1111 K MIFUM %10,,MkJj4:f0ejl+h'1+4hMIMI� �IIII detention basin and at future Alamosa Drive are not exceeded. See alternate A, item #1. The engineer of record shall verify all designs. This shall continue for all construction phases or until the final design contours /volumes are constructed and installed. Final volume below elevation 4773.3 shall be 76 A.F. or larger. N otei Note that predominate soil type in this drainage basin are: Limon (LvB) — up to 15% of area is shale outcrop Midway (MsD) — up to 40% of area is shale outcrop So basin percent of impervious area will be greater than the 2% normally allowed for historic design. Phasing Notes for Construction for all phases after Phase 1 Certain improvements within segments 3, 17, 31, Specifically the construction of the east half of Troy Ave. north of Stadio Way, and the North half of Rawlings Blvd. east of Lucca Drive, can be postponed until the final phase of development of Villa Bella Subdivision Filing No. 1, or the development of a phase of a future subdivision that fronts on these road segments, which ever comes first. Any uncompleted improvements in segment 37, specifically stormwater detention improvements to the east half of the Regional Detention Facility commonly referred to as Basin # 5 must be completed in concurrence with the final phase of Villa Bella subdivision Filing No. 1, or the development of a phase of a future subdivision which either fronts this detention pond or requires improvements in this detention pond to handle stormwater runoff capacity, whichever comes first. Phase 2 Villa Bella } Map Legend *0 HIE Subdivision Boundary 1 , Phase Area ;,' Boundary -y . 71 if Utility Legend (for Utilities Not under Roadways) 1:,, id , am Sanitary Sewer .4, i Storm J / ''' F Sewer Storm Swale r' �p /` j/ J.,...�. ,. Water `! ni / Main \,. I Location Lots 1,2&3, Block 2 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume(E.U.R.V.) and peak flow for that entire phase(including roadways)that is tributary to Pond# 5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal 27 Napoli $ 233,767.61 28 Napoli $ 170,657.12 29 CBI $ 224,015.87 30 Bergamo $ 341,225.14 Other Utilities from Portions of Segments Total $735,898.14 1805427 ADD AGR 05/14/2009 01 .40:57 PM Page: 8 of 25 R 126.00 D 0.00 T 126.00 Gilbert Ortiz Clerk/Recorder; Pueblo County; Co 1111h'i 6PZINI � r'AIWh 144:«11,10'ti1Will Ri 11111 Phase 3 . Villa Bella r) Map Legend Subdivision warBoundary 1 Phase Area !i Boundary Utility Legend j (for Utilities Not under Roadways) iY j( Sanitary f. / Sewer '/ Of .r iStorm Sewer / Storm 1 Swale Immo Water Main -.,.., \ "j�/�,,, N / \ s --) Location Lots 1-6, Block 3 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume(E.U.R.V.) and peak flow for that entire phase(including roadways)that is tributary to Pond#5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal 22 Torino $ 100,256.68 23 Torino $ 178,764.94 25 CBI $ 153,135.77 26 Bergamo $ 236,998.15 28 Napoli $ 170,657.12 Other Utilities from Portions of Segments 30 Bergamo storm and san. $ 243,705.00 29 CBI storm $ 113,985.00 Total $ 1,197,502.66 ` 1805427 ADD AGR 05/14/2009 01:40:57 PM Page: 9 of 25 R 126.00 D 0.00 T 126 00 Giibe-t Ortiz Clerk/Recorder Pueblo County Co IMI FI Ni.liiii16qIiit1 liA 41..140111,10,t;!riNAitilit 10.1 I !I! Phase 4 r Villa Bella Map Legend Subdivision e Boundary Phase Area Boundary Utility Legend i , I -\i) (for Utilities Not under Roadways) { 1 / °.'°• Sanitary me Sewer / Storm A''' Sewer Storm / , Swale � / ` �`.....a �_i , '�`` - Water ' Main • r ✓ N ___) Location Lots 1, 2, 3, 4, & 5 Block 4 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume(E.U.R.V.) and peak flow for that entire phase(including roadways)that is tributary to Pond#5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal 22 Torino $ 100,256.68 25 CBI $ 153,135.77 27 Napoli $ 233,767.61 Other Utilities from Portions of Segments 28 Napoli sanitary $ 27,000.00 29 CBI storm $ 113,985.00 30 Bergamo storm and san. $ 238,705.00 Total $866,850.06 1805427 ADD AGR 05/14/2009 01:40:57 PM Page: 10 of 25 R 126.00 D 0.00 T 126.00 Gilbert Ortiz ClerktPecorder Pueblo County Co 11111 h'i i N1?�,E'�� L� +�'4Id Ar�''1«''! �+b, it�Hiii I I'I _ Phase 5 Villa Bella i A.lor Map Legend Subdivision Boundary s Phase Area Boundary ►o � � % Utility Legend 11w r„].. (tor Utilities Not r "r I" under Roadways) 7\,,, 4 /I •''''' ' } '''': - , ,„ , ,,,,,, //: : "; 1 0Sanitary Sewer Storm • Sewer Storm / / Swale �,� 1 MIN Water -,� Main It s I —11\> i 1 Location Lots 1, 2, Block 5 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume(E.U.R.V.) and peak flow for that entire phase(including roadways)that is tributary to Pond#5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal 10 ThunderWolf $ 75,148.70 16 ThunderWolf $ 272,520.64 13 Roma $ 60,239.19 14 Roma $ 93,355.85 15 Roma $ 90,314.41 Other Utilities from Portions of Segments 27 Napoli Sanitary $ 40,400.00 28 Napoli Sanitary $ 27,000.00 30 Bergamo Sanitary $ 26,665.00 Total $685,643.80 1805427 ADD AGR 05/14/2009 01 :40 57 PM Page 11 25 R . 0.0 . Gilbert Ortiof2 Clerk/Reco126rder00 D. Pueblo0 CountT 126y 00. Co _ Phase 6 Villa Bela Map Legend wr _ Subdivision Boundary , Phase Area 1 /, r Boundary , I Utility Legend \ i (for Utilities Not } i ; under Roadways) Sanitary ` Sewer / / ,. ► / � // storm "'"'""""'";'"V { Sewer .F' ; ` / Storm , ' Swale { Water .. � Main \\*".--. —) i Location Lot 1, Block 6 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume(E.U.R.V.) and peak flow for that entire phase(including roadways)that is tributary to Pond#5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal 20 Roma $ 115,643.95 21 Roma $ 130,298.92 24 Bergamo $ 217,950.65 22 Torino $ 100,256.68 23 Torino $ 178,764.94 Other Utilities from Portions of Segments 33 Torino sanitary $ 81,000.00 Total $ 823,915.15 1805427 ADD AGR 05/14/2009 01 :40:57 PM Page: 12 of �5 R 126.00 D 0.00 T 126.00 Gilbert Ortiz Clerk/Recorder. Pueblo County. Co 19111111i Frit'lliqiN,r.141.10WI'LIP,Iiil Ji!,t iii ti111iFrit'lligiN,riwrti0WI'LIPtaiilJi!,t CI III 11 _ Phase 7 j Villa Bella Map Legend Subdivision ,, ! Ce pil a - ' ,i 4. '3:,'' Boundary 4`$`- ' N 1 ,,„.„,...„..„4.44.0 „,* vPhase Area �a r. - .,..-0,-, ]it.7 ' Boundary - (-- 1 Utility Legend 9 f ” k t�� ` , 01� r' (for Utilities Not p ' under Roadways) 4. e 21 Sanitary .:,w / Sewer r' Storm "9 7/ rr Sewer tx Storm f Swale ` Water _. C �' Main 1. r N 114 Location Lots 1,Block 7 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume(E.U.R.V.) and peak flow for that entire phase(including roadways)that is tributary to Pond#5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal 9 Rawlings $ 96,866.81 17 Rawlings* $ 87,628.19 18 Lucca $ 130,168.99 19 Bergamo $ 135,589.01 21 Roma $ 130,298.92 Other Utilities from Portions of Segments 24 Bergamo sanitary $ 21,400.00 33 Torino Sanitary $ 29,200.00 Total $ 534,285.11 * Construction of additional Infrastructure improvements within Segment 17(North Half of Rawlings Blvd.) shall be included either as: 1)a part of the Final Phase improvement agreement for Villa Bella Filing No. 1, or 2)the improvements are included in a future Subdivision Improvement Agreement for the property adjoining this roadway segment,whichever comes first. 1805427 ADD AGR 05/14/2009 01:40:57 PM Page 13 of 25 R 126.00 D 0.00 T 126.00 Gilbert Ortiz Clerk/Recorder Pueblo CountyCo 1111 h'i, N:1,?1'+ri:i iSLN.!011 «'d Iiir.h50111.► ,,i Ii 111 Phase 8 Villa Bella cMap Legend Subdivision mg `:""'• . " Boundary Phase Area Boundary ; Utility Legend I t,4.I:i (for Utilities Not j 4,4 j if j under Roadways) .._._)t) i 1 Sanitary I I IIIIIII Sewer Storm • ` `'i Sewer � \ , �, Storm ` Swale s, , mil Water '1..' N//' .� , , . Mein H,i7 N Location Lots 1, 2, &3, Block 8 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume(E.U.R.V.) and peak flow for that entire phase(including roadways)that is tributary to Pond#5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal 9 Rawlings $ 96,866.81 18 Lucca $ 130,168.99 20 Roma $ 115,643.95 Other Utilities from Portions of Segments 21 Roma Sewer $ 15,800.00 24 Bergamo sewer $ 21,400.00 33 Torino sewer $ 29,200.00 Total $409,079.76 1805427 ADD AGR 05/14/2009 01 :40:57 PM Page: 14 of 25 R 126.00 D 0.00 T 126.00 Gilbeet Ortiz Clerk,Recorder Pueblo County. Co •!I'h'i iiYI?IIIII 1IIP* 101 Iiiiiritil.HIMIi+1' Oi I III 1t Phase 9 Villa Bella Map Legend , Subdivision MOM �l;' Boundary I _ Phase Area Boundary Utility Legend 1 il: 1 i' (for Utilities Not 1 1-, + under Roadways) ham,. Sanitary ' , Sewer Storm ,{ / :. Sewer /. Storm Swale 3 ` \.t / .,f, Water Main '''''\:\\\\.,,,„;___,..,, , ;0 ''t - ' / N I t Location Lots 1, 2, 3, Block 9 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume(E.U.R.V.) and peak flow for that entire phase(including roadways)that is tributary to Pond#5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal 12 ThunderBowl $ 66,387.11 15 Roma $ 90,314.41 Other Utilities from Portions of Segments 27 Napoli Sanitary $ 40,400.00 28 Napoli Sanitary $ 27,000.00 30 Bergamo Sanitary $ 26,665.00 Total $250,766.53 1805427 ADD AGR 05/14/2009 01:40.57 P11 Page 15 of 25 R 126.00 D 0.00 T 126.00 Gilbe,t Ortiz Clerk/Recorder. Pueblo County 11111 til ia17',FI'ii,1i'PI I�■�I�4t «'I+.nt�hi�i�wtI"It�+�',�I ,� �!I' Phase 10 i Villa Bella Map Legend Subdivision m MB Boundary i ...•,. NNW Phase Area Boundary i i l i Utility Legend (for Utilities Not 1`-) 1 , under Roadways) Sanitary A"/ Sewer 00 d Storm ..,, Sewer / \ i Storm r . s..: `' / w. Swale .' J (, _ Water Main ' is\\:),..s.. . Tf Location Lot 1, Block 10 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume (E.U.R.V.) and peak flow for that entire phase(including roadways)that is tributary to Pond# 5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal 11 ThunderAlley $ 61,209.19 12 ThunderBowl $ 66,387.11 14 Roma $ 93,355.85 Other Utilities from Portions of Segments 15 Roma storm and sanitary $ 40,348.00 27 Napoli sanitary $ 40,400.00 28 Napoli sanitary $ 27,000.00 30 Bergamo Sanitary $ 26,665.00 Total $355,365.15 1805427 ADD AGR 05/14/2009 01 :40.57 PM Page: 16 of 25 R 126.00 D 0 00 T 126.00 Gilbert Ortiz Cie'-kiPecorder: Pueblo County Co - 111111 FA Nr,Piti iigiirlit>ti+mit LAlir+qiive rt lI rid,'L 'i1 III II Phase 11 ,.. F� Villa Bella '"' Map Legend Subdivision G a •�s r Boundary d 0 ''� h-, Phase Area �' r & ( Utility Legend k w a / „ (for Utilities Not 15 `�i under Roadways) 6 1 � Sanitary f r/ Sewer / Ii r ' Storm ' Sewer / • 1 r <, �r \\ a ,? Storm / 3 Swale ,' , Water �,,/ , MM. Main 3O 3 I 1 N , ti 4 Location Lot 1 Block 11 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume(E.U.R.V.) and peak flow for that entire phase(including roadways)that is tributary to Pond#5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal 10 ThunderWolf $ 75,148.70 11 ThunderAlley $ 61,209.19 13 Roma $ 60,239.19 Other Utilities from Portions of Segments 14 Roma storm and sanitary $ 35,475.00 15 Roma storm and sanitary $ 40,348.00 27 Napoli sanitary $ 40,400.00 28 Napoli sanitary $ 27,000.00 30 Bergamo sanitary $ 26,665.00 Total $366,485.08 1805427 ADD AGR 05/14/2009 01 :40.57 PM Page: 17 of 25 R 126.00 D 0.00 , 126 00 Gilbert Ortiz Clerk'4ecorder. Pueblo County Co VIII liAPL?IIF'a,V41110 I411I1rilh'IL'+ I lleiIriAr,Ci 11111 Phase 12 '. .` ' ia �ella Map Legend �w Subdivision ' Ili i; . .. Boundary Phase Area Boundary i. p *i n 2. / Utility Legend (for Utilities Not under Roadways) AISanitary . IIIIIII „� Sewer > Storm Sewer i Storm // \ // ,F, ,<..,ate, Swale t. r f + Water Main • �, I N 4 ,h I f Subdivision Lots Lot 1 Block 12 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume(E.U.R.V.) and peak flow for that entire phase(including roadways)that is tributary to Pond#5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal Segment 5 ThunderBowl $ 81,138.92 Other Required Utilities Total $81,138.92 1805427 ADD AGR 05/14/2009 01.40:57 PM - Page: 18 of 25 R 126.00 D 0.00 702126 00 Gilbert Ortiz IClerIk,Recor lerl; Purbioil' 1--Co 'I ■11111 yN .1,,ti �lifiN,!A 144!OI.1t1ttV1,III i 11,1 Phase 13 o Villa Bella •x } Map Legend Subdivision ) rr` ? Boundary r14" I 1() I ,t Phase Area Boundary...,44, . — 4110 • / -.. ; Utility Legend r� w� I \ (for Utilities Not under Roadways) / Sanitary Sewer , Storm Sewer / Storm 41,/ Swale i , _ Water i Main +. N Location Lots 1, 2, 3, Block 13 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume(E.U.R.V.) and peak flow for that entire phase(including roadways)that is tributary to Pond#5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal 5 ThunderBowl $ 81,138.92 4 Stadio $ 92,853.57 6 Troy $ 204,288.69 Other Utilities from Portions of Segments Total $378,281.18 1805427 ADD AGR 05/14/2009 01 :40:57 PM Page: 19 of 25 R 126 00 D 0.00 T 126.00 Gilbert Crtiz Clerk!Recorde Pueblo County Co ■III iiiii Yr'illi �' INT lMit ii «'ii WIt lM1.?E V!''1 I i! Phase 14 Villa Bella µ.1 Map Legend Subdivision set Boundary Phase Area I �� _ Boundary i -- ...<j ---.0 / Utility Legend (tor Utilities Not under Roadways) Sanitary ''''''''''N, i Sewer .'' Storm Sewer Storm Swale IMMO Water , Mein \ , N __ , 1 Location Lots 1, 2, &3, Block 14 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume(E.U.R.V.) and peak flow for that entire phase(including roadways)that is tributary to Pond#5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal 6 Troy $ 204,288.69 7 Stadio $ 84,783.03 8 Lucca $ 137,596.11 9 Rawlings $ 96,866.81 Other Utilities from Portions of Segments Total $523,534.64 1805427 ADD AGR 05/14/2009 01 :40:57 PM page: 20 of 25 R 126.00 D 0.00 T 126.00 Gilbert Ortiz ClerkiRecorder Pueblo County.. Co 111 Fi 16 Prig ii rligi irdi I0'1i :irk "+art la lied Bili it!I! Phase 15 w , 1, , ..), Villa Bella ' A. 3 ' '•, 2 z -J , ;'' Map Legend ,. Subdivision �¢ i _*"• Boundary lei Phase Area r ; Boundary t Utility Legend ° 1 r' + .r (for Utilities Not ;a= a'# under Roadways) s ftt Sanitary Sewer Storm / Sewer Storm a Swale 4 r. _ Water I Main 4 Wti u S d 7t wilie,i; P 1 • illi Location Lot 1, Block 15. It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume(E.U.R.V.) and peak flow for that entire phase(including roadways)that is tributary to Pond#5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal 1 Joe Garcia $ 137,250.30 2 ThunderBowl $ 181,499.60 3 Troy* $ 256,784.74 4 Stadio $ 92,853.57 6 Troy $ 204,288.69 Other Utilities from Portions of Segments Total $ 872,676.90 * Construction of additional Infrastructure improvements within Segment 3 (east half of Troy Avenue) shall be included either as: 1)a part of the Final Phase improvement agreement for Villa Bella Filing No. 1 or 2)the improvements are included in a future Subdivision Improvement Agreement for the property adjoining this roadway segment,whichever comes first. 1805427 ADD AGR 05/14/2009 01 :40:57 PM Page: 21 of 25 R 126.00 D 0.00 T 126.00 Gilbert Crtiz Clerk/Recorder: Pueblo Court: Co IlII1i'i P '�E'i r! I� , +� ,L C I4''04 WIIwhtKlikii I!ill Phase 16 44-,yr,,,, , Villa Bella Map Legend Subdivision ii wUM Boundary 111 Phase Area --4111`j BoundaryA Utility Legend (for Utilities Not , under Roadways) an Sanitary' Sewer / /// Storm fi/ Sewer ". < /- Storm tura Swale •-......._—).../.—, . , ,:' _ Water Main i l () '4 4 Location Lot 1, Block 1 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume(E.U.R.V.) and peak flow for that entire phase(including roadways)that is tributary to Pond#5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal 27 Napoli $ 233,767.61 29 CBI $ 224,015.87 Other Utilities from Portions of Segments 30 Bergamo storm and sanitary $ 156,065.00 Total $613,848.48 1805427 ADD AGR 05/14/2009 01:40:57 PM Page: 22 of 25 R 126.00 D 0.00 T 126.00 Gilhert Ortiz Clerk!Recorder Pueblo County, Co 11111 F'I'BNT,,E'�tir NfIHltI#'"i.«'�t!il�tIV�� It i OI!I Phase 17 • Villa Bella Map Legend 1111. Boundary Boundary Phase Area 411000 Boundary Utility Legend 1 c� (for Utilities Not under Roadways) )0 ,, ir ` Sanitary Sewer /f fi Storm Sewer Storm Swale Water Main • Location Blocks 16, and portions of 17, and 18 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume(E.U.R.V.) and peak flow for that entire phase (including roadways)that is tributary to Pond#5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal 9 Rawlings $ 96,866.81 17 Rawlings* $ 87,628.19 31 Rawlings* $ 315,617.78 32 residential streets $ 587,600.82 19 Bergamo $ 135,589.01 24 Bergamo $ 217,950.65 35 Regional Detention Pond $ 452,150.00 Other Utilities from Portions of Segments 33 Torino sewer $ 29,200.00 20 Roma storm $ 40,030.00 21 Roma Storm $ 42,960.00 Total $ 2,005,593.26 * Construction of additional Infrastructure improvements within Segments 17, and 31 (North Half of Rawlings Blvd.) shall be included either as: 1)a part of the Final Phase improvement agreement for Villa Bella Filing No. 1, or 2) the improvements are included in a future Subdivision Improvement Agreement for the property adjoining this roadway segment,whichever comes first. 1805427 ADD AGR 05/14/2009 01:40:57 PM Page: 23 of 25 R 126.00 D 0.00 T 126.00 Gilbert Oprtiz`Clerk!Reco''rdeerur I[pueblo County Co ■���`ii i�h�iE`i rl° I�Yt�Ti�Yi11'i!IA���IWifi'rRtIi ■I�� Phase 18 �a.} Villa Bela , Map Legend Subdivision so MID Boundary Phase Area Boundary Kir4%(.4 /0/1 , Utility Legend (for Utilities Not under Roadways) MID Sanitary Sewer J i I q Storm `'-' '-;+... % Sewer Storm / \ / ,i, Swale / -,-mire.- - Water / { Main .. fig, a . i I Location Block 19, and 20, and Portions of Blocks 17, and 18 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume (E.U.R.V.)and peak flow for that entire phase(including roadways)that is tributary to Pond# 5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal 22 Torino $ 272,520.64 23 Torino $ 178,764.94 33 Residential phase 2 $ 491,080.99 36 Regional detention imprv. $ 601,830.00 Other Utilities from Portions of Segments 20 Roma storm $ 40,030.00 21 Roma storm $ 42,960.00 24 Bergamo storm $ 76,760.00 26 Bergamo Storm $ 95,000.00 25 CBI storm $ 44,940.00 29 CBI storm $ 113,985.00 30 Bergamo storm $ 217,040.00 Total $ 2,174,911.57 1805427 ADD AGR 05/14/2009 01 :40:57 PM Page. 24 of 25 R 126.00 D 0.00 T 126.00 Gilbert Ortiz Cierk/Recorder. Pueblo County Co 1111 Aii ipri t`i rlitlivitlMciititirl'x!IWh Nu mil ui II Phase 19 ii ,i Villa Bela Map Legend i4 + a L. Subdivision a p ''c:°r � , ',„ i " " y �1, Boundary et $E '..a FSS + "' u a t � yrxg • i ' f! Phase Area - ..mt Boundary Utility Legend `' �% • (for Utilities Not ) under Roadways) c, r i ., Sanitary .AWA a 1 r Sewer 1 Storm j Sewer rx )J 7 r. , r''�� t Water '".y v i "'c p:": $"'''' 1 n ir Main 44 Lo, v4. l ;11'7' t ' t Rr-4,,,t4- 'Z'F!it itr ''''4 ',. 4,11,' *-:',,,,'-,, kil l'A, '4,,i'i , "K m N 4 X21 .k ' � � � r§ A� .h Location Blocks 21, and 22 It is the responsibility of the engineer of record for the development of the first lot in each individual subsequent phase developed to determine the associated Excess Urban Runoff Volume(E.U.R.V.)and peak flow for that entire phase(including roadways)that is tributary to Pond# 5. Please see Phase Conditions for further details Please see Phase Conditions for further details relating to infrastructure Development of major roadways and Regional Detention Facilities as it may relate to this phase. Construction Segments Location Subtotal 26 Bergamo $ 236,998.15 27 Napoli $ 233,767.61 28 Napoli $ 170,657.12 30 Bergamo $ 341,225.14 34 Attached streets $ 366,559.78 Other Utilities from Portions of Segments 20 Roma storm $ 40,030.00 21 Roma storm $ 42,960.00 22 Torino Storm $ 26,100.00 24 Bergamo storm $ 76,760.00 25 CBI storm $ 44,940.00 29 CBI storm $ 113,985.00 Total $ 1,693,982.81 1805427 ADD AGR 05/14/2009 01.40:57 PM Page. 25 of 25 R 126 00 D 0.00 T 126.00 Gilbert Ortiz Clerk/Recorder Pueblo County Co llRI hii''%Nli!'ill"1II 1iNi14ll diVililillifil Wall Milli Ill III