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HomeMy WebLinkAbout06797Reception 1473069 12/06/2002 ORDINANCE NO. 6797 AN ORDINANCE APPROVING THE PLAT OF CRESTVIEW HILLS, 2 ND FILING BE IT ORDAINED BY THE CITY COUNCIL OF PUEBLO, that: SECTION 1. The final plat of Crestview Hills, 2" Filing, being a subdivision of land legally described as: A parcel of land in the SE ' /4 of Section 10 and the SW ' /4 of Section 11, Township 20 South, Range 65 West of the 6 P.M. in the County of Pueblo, State of Colorado and being more particularly described as follows: Considering the North line of the SW ' /4 of said Section 11 to bear S. 89 0 48'03" E. and all bearings contained herein being relative thereto. Beginning at the C '/4 corner of said Section 11; thence S. 01 o54'07" W., along the East line of said S W ' /4a distance of 1323.55 feet to the North subdivision boundary line of Westridge, Filing No. 1, according to the recorded plat thereof, filed for record July 3, 1995; thence N. 89 0 53'22" W., along said North line, a distance of 205.33 feet; thence in a generally Westerly direction, the following nine (9) courses: 1. N. 06 0 52'40" E., a distance of 46.60 feet; 2. N. 77 0 59'32 "W., a distance of 104.22 feet; 3. along the arc of a curve to the left, whose center bears N. 71'11'51" W. and whose radius is 430 feet, a distance of 26.17 feet; 4. N. 74 0 41'03" W., a distance of 60.00 feet; 5. N. 89 0 40'26: W., a distance of 114.38 feet; 6. N. 00 0 19'34" E., a distance of 70.00 feet; 7. N.89 0 40'26" W., a distance of 619.67 feet; 8. N. 85 0 55'55" W., a distance of 60.01 feet; 9. N. 89 0 55'28" w., a distance of 156.52 feet; Thence in a generally Southerly direction, the following five (5) courses: 1. S. 00 0 04'32" W., a distance of 116.06 feet; 2. N. 89 0 55'28" W., a distance of 25.22 feet; 3. S. 00 0 04'32" W., a distance of 340.00 feet; 4. S. 89 0 55'28" E., a distance of 6.46 feet to the centerline of an easement, being 20 feet in width, as conveyed to Southern Colorado Power Company by deed recorded in Book 1551 at Page 587 of the Pueblo County records; 5. S. 03 0 09'05" W., a distance of 390.56 feet to the North line of a tract of land conveyed to the Pueblo Board of Water Works by recorded in Book 1478 at Page 443 of said County records: thence along the boundary of said tract of land the follow two (2) courses: L S. 89 0 55'28" E., a distance of 39.80 feet; 2. S. 03 0 09'05" W., a distance of 663.43 feet to the South Line of the said S W '/4 of Section 11 thence N. 89 °56'04" W., along said South line, a distance of 1296.13 feet to the Southwest corner of said Section 11; thence N. 89 0 39'44" W., along the South line of said SE' /4 of Section 10, a distance of 195.78 feet to the East right -of -way line of Burlington Northern and Santa Fe Railway Company as conveyed to the A.T. & SY Railway Company by deed recorded in Book 223 at Page 187 of the said Pueblo County records; thence Northerly, along the said East right -of -way line following two (2) courses: 1. N. 11'37'56" E., a distance of 1398.54 feet: 2. along the arc of a curve to the left whose radius is 4072.23 feet, a distance of 1286.79 feet to the North line of the said SE '/4 of Section 10; thence S. 89 °31' 11" E., along said North line, a distance of 63.23 feet to the W '/4 corner of said Section 11; 11; thence S. 89 1 48'03" E., along the North line of the said SW '/4 of Section 11, a distance of 2472.37 feet to the Point of Beginning. Containing 113.934 acres. SECTION 2. With the recommendation of the Planning and Zoning Commission, this ordinance is approved with the following conditions: 1. The owner shall provide a 6 -foot chain link fence along the west boundary of the park next to the railroad right -of -way. 2. It shall be the owner's responsibility to mitigate any erosion from the outfall of their detention facilities that impacts adjacent properties. SECTION 3. The acceptance of such dedicated streets, rights -of -way, utility and drainage 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 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 1971 Code of Ordinances, as amended and any agreement entered into pursuant thereto. SECTION 4. Neither the adoption of this ordinance and the requirements imposed hereby shall create any duty or obligation of any person, firm, corporation or other entity with regard to the enforce- ment 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. SECTION 5. 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 1971 Code of Ordinances meeting and complying with the subdivision require- ments of the City have been filed with and approved by the Director of Public Works, (b) conditions set forth in Section 2 hereof have been met and complied with, and (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 1971 Code of Ordinances, 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 or the final subdivision plat becomes effective. v C e , •� �, V fLA'a F n ATTESTED BY: INTRODUCED: February 25 2002 BY: Al Gurule CO LPERSON APPROVED: PRESIDENT OF CITY COUNCIL a Dal PASSED AND APPROVED: March 25, 2002 -� w &r)9q JTE Background Paper for Proposed ORDINANCE AGENDA ITEM # �Z:- DATE: FEBRUARY 25, 2002 DEPARTMENT: PLANNING & COMMUNITY DEVELOPMENT/ JIM MUNCH TITLE AN ORDINANCE APPROVING THE PLAT OF CRESTVIEW HILLS, 2 FILING ISSUE Shall City Council approve a request for approval of the Crestview Hills, 2 nd Filing Subdivision? RECOMMENDATION The Planning and Zoning Commission voted 7 -0 to recommend approval subject to the following conditions: 1. The applicant shall provide a 6 -foot chain link fence along the west boundary of the park next to the railroad track. 2. The Plat shall be revised to reflect either to off load lots 3 -5 and 1 -2 of Block 5 by using an access along the power line easement or to back load lots 3 -5 with the power line roadway and turn lots 1 -2 to face Inspiration Lane. 3. The applicant shall work out language satisfactory to staff regarding the fencing erected by owners along the property lines that are contiguous with the easement that exist for the power lines, giving appropriate access to the property for utility companies. 4. The applicant shall work with property owners below the detention structure to stabilize and control erosion. 5. These items must be satisfied prior to the meeting with the City Council. Conditions 2 and 3 have been satisfied and approved by the Public Works Department. Conditions 1 and 4 have been agreed to be completed by the owner and will be included as conditions of approval for the Crestview Hills Subdivision, Filing 2. BACKGROUND Applicant is proposing a to create a 363 lot subdivision on 113.94 acres. The subdivision would include a 10.86 -acre park/detention parcel, and a 2.23 -acre drainage parcel. The lots would include 362 single- family residential lots and 1.39 -acre lot for a future church. The Pueblo Board of Water Works Water Storage Tanks borders the south portion of the subdivision, east of Wills Blvd. The Subdivision Plat is being submitted concurrently with rezoning request Z- 01 -35. The applicant and the Pueblo Board of Water Works are requesting to rezone properties they are exchanging to the proper zone district to allow for single - family residential development (R -2) on the applicant's parcel ( 144 acres), and Governmental Use (S -1) on BOWW parcel (.002 acres). FINANCIAL IMPACT None Reception 1473071 12/06/2002 to SLBDMSION Ii TROVEMENTS AGREEMENT THIS AGREEMENT is made on �D J �m t,� n 1 t rLV , between the CITY OF PUEBLO, a Municipal Corporation ( "City"), and MESQUITE, LLC A Colorado Limited Liability Company ( "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 WHEREAS, the Subdivider, as a condition of approval of the final plat of CRESTVIEW HILLS, 2nd FILING ( "Subdivision "), wishes to enter into this Subdivision Improvements Agreement as authorized by Chapter 4, Title XII of the 1971 Code of Ordinances; and WHEREAS, Subdivider is required by Section 12-4 -7 (n of the 1971 Code of Ordinances of the City to construct and install certain public improvements generally described in attached Exhibit "B" and shown on approved construction plans and documents on file at the office of the Ci's Director of Public Works ( "Required Public Improvements "); and WHEREAS, by Chapter 4, Title XII of the 1971 Code of Ordinances, Subdivider is obligated to provide security or collateral sufficient in the judgement of the City Council to make reasonable provisions to construct and complete the Required Public Improvements. NOW, THEREFORE, in consideration of the following mutual covenants and agreements, the City and Subdivider agree as follows: 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 escrow agreement approved by the City Attorney. The holder of such cash or DPW 101 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 costs 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 (' /z) 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 recently proposed site and existing improvements. 5. 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 10/21/98 2 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. 7. As a condition of approval of this Subdivision, and to meet the requirements of Section 124-7 (n of the 1971 Code of Ordinances, 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 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 complete 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 DPW 101 10/21/98 3 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 Works, Subdivider and the subdivided land shall remain liable and responsible for all the 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 therefor 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 therefor including an administrative charge of 15% from the owners of the land within the Subdivision. All such City's costs and administrative charge 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 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 DPW 101 10/21/98 4 lot(s) or tract(s) contrary to the provisions of the Ordinances of the City or this Agreement. In the event of any litigation concerning this Agreement, the Court shall award the prevailing party its costs and expenses, including reasonable expert witness and attorneys' fees. 14. The parties agree this Agreement may be periodically amended by mutual consent provided such amendment is in writing and be signed by all parties. 15. This Agreement shall extend to and be binding upon the successors and assi 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. MESQUITE, LLC, a Colorado Limited Liability Co. Bpi: M -H -H DEVELOPERS, INC., a Colorado Corporation Subdivider (SEAL) By: Clement F. Hausman, President STATE OF COLORADO ) ss. COUNTY OF PUEBLO ) The foregoing instrument was acknowledged before me on 4134;,; V i- t Vi , �L� , b Clement F. Hausman, President of M -H -H DEVELOPERS, INC. a Colorado Corporation, as manager of MESQUITE, LLC. a Colorado Limited Liability Company . Subdivider. My commission expires: - 1' (0 V _00 �, 2t �.} �w9ACL]C I AKA Ptis�'e Co�oaa•�o lb\ +� n � � 11,, � Notary Public (SEAL) CITY Ofr,PUEBLO, aMunicipal Corporation of the Council City STATE OF COLORADO ) ) ss. COUNTY OF COLORADO ) The foregoing instrument was acknowledged before me on December 3 , 2 002 by Mi rhaal Orrhi ato , as President of City Council, and a Dutcher , as City Clerk of the City of Pueblo, � • r�s OTA �l •��G My 'ssion expires: 8-21 -2003 � G S O � • .'�UL� •• . t Public 9 TH •....• QQO (( OF COIO My CoAssan E)gms 081211'2003 APPROVED AS TO FORM: City Attorne� SUBDIVISION IMPROVEMENTS AGREEMENT EXHIBIT A A parcel of land in the SE t/4 of Section 10 and the SW 1 /4 of Section 11, Township 20 South, Range 65 West of the 6' P.M. in the County of Pueblo, State of Colorado and being more particularly described as follows: Considering the North line of the SW 1 /4 of said Section 11 to bear N. 89 °48'03" W. and all bearings contained herein being relative thereto. Beginning at the C 1 /4 corner of said Section 11; thence S. 01 °54'07" W., along the East line of said SW 1 /4, a distance of 1323.55 feet to the North subdivision boundary line of Westridge, Filing No. 1, according to the recorded plat thereof, filed for record July 3, 1995; thence N. 89 0 53'22" W., along said North line, a distance of 205.33 feet; thence in a generally Westerly direction, the following nine (9) courses: 1. N. 06 °52'40" E., a distance of 46.60 feet; 2. N. 77 °59'32" W., a distance of 104.22 feet; 3. along the arc of a curve to the left, whose center bears N. 71 0 11'51" W. and whose radius is 430 feet, a distance of 26.17 feet; 4. N. 74 °41'03" W., a distance of 60.00 feet; S. N. 89 0 40'26" W., a distance of 114.38 feet; 6. N. 00 0 19'34" E., a distance of 70.00 feet; 7. N. 89 °40'26" W., a distance of 619.67 feet; 8. N. 85 0 55'55" W., a distance of 60.01 feet; 9. N. 89 0 55'28" W., a distance of 156.52 feet; thence in a generally Southerly direction, the following five (5) courses: 1. S. 00 °0432" W., a distance of 116.06 feet; 2. N. 89 0 55'28" W., a distance of 25.22 feet; 3. S. 00 °04'32" W., a distance of 340.00 feet; 4. S. 89 0 55'28" E., a distance of 6.46 feet to the centerline of an easement, being 20 feet in width, as conveyed to Southern Colorado Power Company by deed recorded in Book 1551 at Page 587 of the Pueblo County records; ' S. S. 03 °09'05" W., a distance of 390.56 feet to the North line of a tract of land conveyed to the Pueblo Board of Water Works by deed recorded in Book 1478 at Page 443 of said County records; thence along the boundary of said tract of land the following two (2) courses: 1. S. 89 °55'28" E., a distance of 39.80 feet; 2. S. 03 °09'05" W., a distance of 663.43 feet to the South line of the said SW t/4 of Section 11; 7 SUBDIVISION IMPROVEMENTS AGREEMENT EXHIBIT A thence N. 89 0 56'04" W., along said South line, a distance of 1296.13 feet to the Southwest corner of said Section 11; thence N. 89 0 39'44" W., along the South line of the said SE t/4 of Section 10, a distance of 195.78 feet to the East right -of -way line of the Burlington Northern and Santa Fe Railway Company as conveyed to the A.T. & S. F. Railway Company by deed recorded in Book 223 at Page 187 of the said Pueblo County records; thence Northerly, along the said East right -of -way line the following two (2) courses: 1. N. 11 037'56" E., a distance of 1398.54 feet; 2. along the arc of a curve to the left whose radius is 4072.23 feet, a distance of 1286.79 feet to the North line of the said SE 1 /4 of Section 10; thence S. 89 °31'11" E., along said North line, a distance of 63.23 feet to the W 1 /4 corner of said Section 11; thence S. 89 °48'03" E., along the North line of the said SW 1 /4 of Section 11, a distance of 2472.37 feet to the Point of Beginning. Containing 113.934 acres. 8 14 SUWJV J37WJNPR0VEA/E/VTlA4FREENENr EANZ&Zr et!" SUBDIVISION NAME: CRESMEW HILLS - 2ND FILING PHASE 1 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. Streets (WILLS BLVD.) Asphalt (3" Asphalt on 24" Base) 5250 SY 0 $35.50 /SY = $186,375 Standard Curb and Gutter 2030 LF @ $10.00 /LF - $20,300 Sidewalks Adjacent to Parcels 2590 SF @ $2.50 /SF = $6,475 Water 16" PVC Water Main 1075 LF @ $40.00 /LF = $43,000 Fire Hydrant Ass'y. 1 EA ® $2,700.00 /EA = $2,700 Services (80' ROW) 15 EA 0 $650.00 /EA = $9,750 Sanitary Sewer 10" PVC Sewer Main 700 LF @ $33.00 /LF = $23,100 8" PVC Sewer Main 210 LF 0 $33.00 /LF = $6,930 ' 48" Manholes 4 EA @ $2,240.00 /EA = $8,960 Services (80' ROW) 15 EA ® $1,066.00 /EA = $15,990 Cfnrm Sewer 36" RCP Pipe 326 LF @ $72.00 /LF = $23,472 30" RCP Pipe 282 LF 0 $60.00 /LF = $16,920 48" RCP Pipe 140 LF @ $96.00 /LF = $13,440 15" RCP Pipe 32 LF 0 $30.00 /LF = $960 Type "S" Inlet L =5' 2 EA 0 $2,500.00 /LF = $5,000 Type I -B Manhole 2 EA 0 $2,000.00 /EA = $4,000 Type I-C Manhole 1 EA @ $2,500.00 /EA = $2,500 Street Lights 6 EA @ $1,300.00 /EA = $7,800 Monu 4 EA @ $575.00 /EA = $2,300 Baracade. L =16' 1 EA 0 $825.00 /EA = $0 Total Phase 1 - WILLS BLVD. $399,972 1 ( SUAVIVSlONIMPROVEMENMAGREEMENT SUBDMSION NAME: CRESTVIEW HILLS - 2ND FILING PHASE I DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. Streets LQ&goao DR. Asphalt (3' Asphalt on 17" Base) 2020 SY @ $28.50 /SY = $57,570 4" Roll Type Curb and Gutter 1010 LF @ $10.00 /LF = $10,100 Sidewalks Adjacent to Parcels 3720 SF @ $2.50 /SF - $9,300 Handicap Ramps 232 SF @ $3.50 /SF = $812 Wzu 8" PVC Water Main 625 LF @ $40.00 /LF = $25,000 Rre Hydrant Assembly 1 LF @ $2,700.00 /LF = $2.700 Sanitary Sewer 10" PVC Sewer Main 510 LF 0 $33.00 /LF = $16,830 48" Manhole 1 EA @ $2,240.00 /EA = $2,240 Monuments 2 EA @ $575.00 /EA - $1,150 Street Lights 2 EA @ $1,300.00 /EA = $2,600 Street Names / Stop 5Wns T- rntersmt (@ was BW -WROW x 6owoW) 1 EA @ $300.00 /EA = $300 Total Phase 1 - CRESTVIEW DR. $128,602 2 S UB O! YE 1 'i l0 Y r I N P R O YEN EM'S A G I P E EN E N T FXNIBIT ' B ' SUBDIVISION NAME: CRESMEW HILLS - 2ND FILING PHASE 1 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC Streets (LONGHORN DR.1 Asphalt (3" Asphalt on 13" Base) 3060 SY 0 $24.50 /SY = $74,970 ModHkd Ramp Curb and Gutter 1450 LF 0 $10.00 /LF = $14,500 Handicap Ramps 232 SF @ $3.50 /SF = $812 Water 8" PVC Water Main 765 LF 0 $40.00 /LF = $30,600 Fire Hydrant Assy. 1 LL 0 $2,700.00 /LF - $2,700 Services (6(Y ROW) 24 EA @ $500.00 /EA = $12,000 Sanitary Sewer 8" PVC Sewer Main 720 LF @ $33.00 /LF = $23,760 48" Manhole 2 EA 0 $2,240.00 /EA - $4,480 Services (60' ROW) 24 EA @ $800.00 /EA = $19,200 storm SCtlLVC 42" RCP Pipe 700 LF @ $84.00 /LF - $58,800 18" RCP Pipe 30 LF 0 $36.00 /LF = $1,080 48" RCP Pipe 50 LF @ $96.00 /LF = $4,800 15" RCP Pipe 10 IF 0 $30.00 /LF = $300 Type "S" Inlet L =T 2 EA 0 $3,100.00 /LF = $6,200 Type I-C Manhole 3 EA 0 $2,500.00 /EA = $7,500 Street Names / Stoo Slans T- modsen. (Owes BW - WItOW x 6MOW) I EA @ $300.00 /EA = $300 Sued Uo 3 EA @ $1,300.00 /EA = $ 3 , 900 Baracade. L =16' 1 EA @ $825.00 /EA = $825 Total Phase 1 - LONGHORN DR. $266,72 TOTAL PHASE 1 ON -SITE IMPOVEMENTS $795,301 3 SUBDMSION NAME: DEVELOPER: ENGINEER: Streets (WILLS BLVD,1 Asphalt (3" Asphalt on 21" Base) 1370 SY @ $32.50 /SY = $14,525 Standard Curb and Gutter 440 LF @ $10.00 /LF = $4,400 Water 16" PVC Water Main 280 LF @ $10.00 /LF = $11,200 Sanitary Sewer 12" PVC Sewer Main 1473071 $33.00 /LF = $9,240 48" Manholes 1 EA @ $2,240.00 /EA = $2,240 Stone Sewer 30" RCP Pipe 125 LF @ $60.00 /LF = $7,500 48" RCP Pipe 140 LF @ $96.00 /LF = $13,440 Type I-C Manhole 1 EA @ $2,500.00 /EA = $2,500 Street L o 2 EA @ $1,300.00 /EA = $2,600 Monumen 1 EA O $575.00 /EA = $575 Baraade. L =16' 1 FA @ $500.00 /EA = $500 (Relocate from Nils Blvd. Phase 1) 0 8571 ChrisC.Munoz Pueb1oCtyC1k &Rec SUBD AG R 291.00 D 0.00 S U B D I VJ 3 7O I Y I MYR O V EMEM S A G AEEMEN T_ CRESTVIEW HILLS - 2ND FILING PHASE 2 MESQUITE LLC NORTHS7AR ENGINEERING AND SURVEYING, INC. Streets (WILLS BLVD,1 Asphalt (3" Asphalt on 21" Base) 1370 SY @ $32.50 /SY = $14,525 Standard Curb and Gutter 440 LF @ $10.00 /LF = $4,400 Water 16" PVC Water Main 280 LF @ $10.00 /LF = $11,200 Sanitary Sewer 12" PVC Sewer Main 280 LF @ $33.00 /LF = $9,240 48" Manholes 1 EA @ $2,240.00 /EA = $2,240 Stone Sewer 30" RCP Pipe 125 LF @ $60.00 /LF = $7,500 48" RCP Pipe 140 LF @ $96.00 /LF = $13,440 Type I-C Manhole 1 EA @ $2,500.00 /EA = $2,500 Street L o 2 EA @ $1,300.00 /EA = $2,600 Monumen 1 EA O $575.00 /EA = $575 Baraade. L =16' 1 FA @ $500.00 /EA = $500 (Relocate from Nils Blvd. Phase 1) Total Phase 2 - WILLS BLVD. $98,720 4 SUBDIYlSIQIVIMPROY EMEA/75AGREEHEA? - __ _ -... _ EXNffiIT WO' SUBDIVISION NAME: CRESMEW HILLS - 2ND FILING PHASE 2 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. Streets (MEADOWLARK UNJ Asphalt (3" Asphalt on 18" Base) Modified Ramp Curb and Gutter Handicap Ramps Temporary Culd- de-sac Asphalt Curb &.Gutter W= 8" PVC water Main Fire Hydrant Assy. Service (60' ROW) Sanitary Sewer 8" PVC Sewer Main 48" Manholes Services (60' ROW) Storm Sewe 18" RCP Pipe 60" RCP Pipe 54" RCP Pipe Type I-C Manhole Type "S" Inlet L =7' Type "S" Inlet L =9 4830 SY @ $29.50 /SY = 2350 LF @ $10.00 /LF = 464 SF @ $3.50 /SF = 298 SY @ $17.50 /SY = 150 LF @ $7.80 /LF = 1110 LF @ $40.00 /LF = 2 EA @ $2,700.00 /EA = 38 EA @ $500.00 /EA = 1050 LF @ $33.00 /LF = 3 EA @ $2,240.00 /EA - 38 EA @ $800.00 /EA = 90 LF @ $36.00 /LF = 390 LF @ $120.00 /LF = 200 LF @ $108.00 /LF = 1 EA @ $2,500.00 /EA = 2 EA @ $3,100.00 /LF - 1 EA @ $3,700.00 /LF = 1 EA @ $575.00 /EA = $142,485 $23,500 $1,624 $5,215 $1,170 $44,400 $5,400 $19,000 $34,650 $6,720 $30,400 $3,240 $16,800 $21,600 $2,500 $6,200 $3,700 $575 +way lam m (pynss 8W. - 8DRM x 6('RDw) 1 EA @ $400.00 /EA = $400 Street Llah[s 4 EA @ $1,300.00 /EA = $5,200 Total Phase 2 - MEADOWLARK LN. TOTAL PHASE 2 ON -SITE IMPOVEMENTS F $104,779 $503,499 SUAVZVLS2'ON IMi1 ROVEMEN75AGREEMENT EYNJR T m V" SUBDIVISION NAME: CRESTVIEW HILLS - 2ND FILING PHASE 3 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSPAR ENGINEERING AND SURVEYING, INC. Streets (WILLS BLVD.) Asphalt (3" Asphalt on 21" Base) 2800 SY @ $32.50 /SY - $91,000 Standard Curb and Gutter 1070 LF 0 $10.00 /LF = $10,700 Sidewalks Adjacent to Parcels 1130 SF @ $2.50 /SF = $2,825 Temporary Culd- de-sac 298 SY 0 $17.50 /SY = $5,215 Asphalt Curb & Gutter ISO LF @ $7.80 /LF = $1,170 Water 16" PVC Water Main 575 LF @ $40.00 /LF = $23,000 Services (80' ROW) 5 EA @ $650.00 /EA = $3,250 Sanitary Sewer 10" PVC Sewer Main 640 LF @ $33.00 /LF = $21,120 48" Manholes 2 EA @ $2,240.00 /EA - $4,480 Services (80' ROW) 5 EA 0 $1,066.00 /EA = $5,330 Storm Sewer 24" RCP Pipe 60 LF @ $48.00 /LF - $2,880 S4" RCP Pipe 105 LF 0 $108.00 /LF - $11,340 18" RCP Pipe 46 LF 0 $36.00 /LF = $1,656 30" RCP Pipe 120 LF @ $60.00 /LF = $7,200 Type "S" Inlet L =8' 1 EA @ $3,400.00 /LF = $3,400 Type "S" Inlet L =10' 1 EA ® $4,000.00 /LF - $4,000 Type I -B Manhole 1 EA O $2,000.00 /EA = $2,000 Sleet Lights 3 EA @ $1,300.00 /EA = $3,900 Monuments 4 EA 0 $575.00 /EA = $2,300 Total Phase 3 - WILLS BLVD. $206,766 G S V B D! YI S !O N IMPROVEMENTS A 6 R E EM EN T EXHIBIT NOW SUBDMSION NAME: CREST VIEW HILLS - 2ND FILING PHASE 3 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. Streets (HOLLAND LN.1 Asphalt (3" Asphalt on 12" Base) 1550 SY @ $23.50 /SY = $36,425 ModBled Ramp Curb and Gutter 780 LF O $10.00 /LF = $7,800 Handicap Ramps 232 SF 0 $3.50 /SF - $812 Temporary Cuk1 -de -sac 298 SY @ $17.50 /SY = $5,215 Asphalt Curb & Gutter 150 LF @ $7.80 /LF = $1,170 )l1AU 8" PVC Water Maln 450 LF @ $40.00 /LF - $18,000 Services (60' ROW) 10 EA @ $500.00 /EA = $5,000 Sanitary Sewer 8" PVC Sewer Main 400 LF 0 $33.00 /LF = $13,200 48" Manholes 1 EA O $2,240.00 /EA = $2,240 Services (60' ROW) 10 EA 0 $800.00 /EA = $8,000 Storrs Sewer 21" RCP Pipe 20 LF @ $42.00 /LF = $840 Type "S" Inlet L =11' 1 EA @ $4,300.00 /LF = $4,300 Monuments 2 EA @ $575.00 /EA - $1,150 Street Sions / Stop Sions T- InterseCL (@ Inspiration Ln. - 60'ROW) 1 EA 0 $200.00 /EA = $200 Streetllahts 1 EA @ $1,300.00 /EA = $1,300 Total Phase 3 - HOLLAND LN. $105,652 7 S U B DMS IO N I Mii Q O V EM EM TS A C R EE M EN r EXHIBIT B" SUBDIVISION NAME: CRESMEW HILLS - 2ND FILING PHASE 3 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. Streets (INSPIRATION W.) Asphalt (3" Asphalt on 1S" Base) ModMed Ramp Curb and Gutter Handicap Ramps W= 8" PVC Water Main Fire Hydrant Assy. Services (60' ROW) Sanitary Sewer 8" PVC Sewer Main 48" Manholes Services (60' ROW) Stor 24" RCP Pipe X RCP Pipe 18" RCP Pipe Type "S" Inlet L =4' Type "S" Inlet L =T Type I -B Manhole Mono ten Street Sions / Stoo Sians away InWsKL (O wills Bled. - 8MM z 60VDM Stryet Lights Bararade. L =16 (Relocate from Wllls Blvd. Phase 2) 3330 SY @i $26.50 /SY = 1600 LF 0 $10.00 /LF = 464 SF D $3.50 /SF - 760 LF 0 $40.00 /LF = 2 EA 0 $2,700.00 /EA = 19 EA @ $500.00 /EA - 750 LF @ $33.00 /LF = 2 EA @ $2,240.00 /EA = 21 EA @l $800.00 /EA = 40 LF O $48.00 /LF = 46 LF O $60.00 /LF = 315 LF O $36.00 /LF = 1 EA 0 $2,200.00 /LF = i EA O $3,100.00 /LF - 1 EA @ $2,000.00 /EA = 2 EA @ $575.00 /EA = 1 EA 0 $400.00 /EA = 1 EA 0 $1,300.00 /EA = 1 EA 0 $500.00 /EA = Total Phase 3 - INSPIRATION LN. TOTAL PHASE 3 ON -SITE IMPOVEMENTS $88,245 $16,000 $1,624 $30,400 $5,400 $9,500 $24,750 $4,480 $16,800 $1,920 $2,760 $11,340 $2,200 $3,100 $2,000 $1,150 $400 $1,300 $500 8 $223,869 $536,287 SU8VJYJ37MJ MPROYWkWF5AGAWK9 T - - EC mzr B" SUBDIVISION NAME: CRESMEW HILLS - 2ND FILING PHASE 4 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. crcrETc rwrr r S BLVD.) Asphalt (3 "Asphak on 21" Base) 960 SY @ $32.50 /SY = $31,200 Standard Curb and Gutter 480 LF @ $10.00 /LF = $4,800 WAIEB 16" PVC Water Main 300 LF @ $40.00 /LF = $12,000 Sanitary Sewer 10" PVC Sewer Main 350 LF @ $33.00 /LF = $11,550 48" Manholes 1 EA @ $2,240.00 /EA = $2,240 Sronn Sewer 54" RCP Pipe 160 LF @ $108.00 /LF = $17,280 36" RCP Pipe 130 LF @ $72.00 /LF = $5,360 Type I-C Manhole 2 EA @ $2,500.00 /EA = $5,000 Street Lights 1 EA @ $1,300.00 /EA = $1,300 Monuments 2 EA @ $575.00 /EA = $1,150 Baracade . L =16 1 EA @ $825.00 /EA = $825 Total Phase 4 - WILLS BLVD. $96,705 9 TOTAL PHASE 4 ON -SITE IMPOVEMENTS $196,763 10 5 60ZYL'CIOMIMPROVEMEM5AGREEMEN7' FZD/lelT B' SUBDMSION NAME: CRESfVIEW HILLS - 2ND FILING PHASE 4 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. STREETS (CRESTWOOD LN.) Asphalt (3 "Asphalt on 8" Base) 1670 SY 9 $19.50 /Sy = $32,565 M~ Ramp Curb and Gutter 610 LF @ $10.00 /LF = $6,100 Handkap Ramps 464 SF @ $3.50 /SF = $1,624 WATER 8" PVC Water Main 325 LF @ $40.00 /LF = $13,000 Fire Hydrant Ass'y. 1 EA 0 $2,700.00 /EA = $2,700 Ser (60' ROW) 12 EA @ $500.00 /EA = $6,000 Sanitary Sewer 8" PVC Sewer Main 330 LF @ $33.00 /LF = $10,890 48" Manholes 1 EA @ $2,240.00 /EA - $2,240 Servkes (60' ROW) 12 EA @ $800.00 /EA = $9,600 Storm Sewer 42" RCP Pipe 46 LF 0 $84.00 /LF = $3,864 36" RCP Pipe 50 LF 0 $72.00 /LF - $3,600 Type "S" Inlet L =15' 1 EA 0 $5,500.00 /EA = $5,500 Monuments 2 EA 0 $575.00 /EA = $1,150 Baracade . L =16' 1 EA 0 $825.00 /EA = $825 Street Skins / Stno Slans away Inwwm (®-Mils 8W. -WROW z 6MCW) 1 EA 0 $400.00 /EA = $400 Total Phase 4 - CRESTWOOD LN. $100,058 TOTAL PHASE 4 ON -SITE IMPOVEMENTS $196,763 10 5UB0IVISS0NL4iR0VEMENISAGREEMENT Evizitrr 080 SUBDIVISION NAME: CRESMEW HILLS - 2ND FILING PHASE 5 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSfAR ENGINEERING AND SURVEYING, INC STREETS (CR LUfi= LN.I Asphalt (3 "Asphalt on 13" Base) 3960 SY @ $24.50 /SY = $97,020 Modl1W Ramp Curb and Gutter 1740 LF @ $10.00 /LF = $17,400 Handicap Ramps 464 SF @ $3.50 /SF - $1,624 WATER 8" PVC Water Main 990 LF 0 $40.00 /LF - $39,600 Fire Hydrant Assy. 3 EA @ $2,700.00 /EA = $8,100 Semi es (60' ROW) 27 EA @ $500.00 /EA = $13,500 Sanitary Sewer 8" PVC Sewer Main 990 LF @ $33.00 /LF = $32,670 48" Manholes 2 EA @ $2,240.00 /EA = $4,480 Services (60' ROW) 27 EA @ $800.00 /EA = $21,600 Storm cower 36" RCP Pipe 920 LF @ $72.00 /LF = $66,240 42" RCP Pipe 46 LF rya $84.00 /LF - $3,864 Type "S" Inlet L =15' 1 EA @ $5,500.00 /EA - $5,500 Type I -8 Manhole 2 EA @ $2,000.00 /EA = $4,000 Stred Lights 3 EA @ $1,300.00 /EA = $3,900 Monuments 2 EA @ $575.00 /EA = $1,150 Baracade . L =16' 1 EA @ $500.00 /EA = $500 (Relocate from Grestwood Ln. Phase 4) 4-War InWSeM (OWWd St - WPM) 1 EA @ $300.00 /EA = $300 Total Phase 5 - CRESTWOOD LN. $3 21,448 11 12 IIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111111 1473071 1f ChrisC.Munoa PuebloGt G Y lk &Rec SUED AG 2//06/2OO2 01. 1: 571 S (/BOIVBCIpIVIMPROVEMEMSAGREEMEM - - R 291.00 _ D 0.00 EJID iRrr NOW SUBDIVISION NAME: CRESTVIEW HILLS - 2ND FILING PHASE 5 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. STREETS (HOLLAND LN.) Asphalt (3 "Asphalt on 12" Base) 470 SY 0 $23.50 /SY = $11,045 ModlNed Ramp Curb and Gutter 240 LF 0 $10.00 /LF = $2,400 Handicap Ramps 232 SF 0 $3.50 /SF = $812 WATER 8" PVC Water Main 150 LF 0 $40.00 /LF = $6,000 Storm Sewer 18" RCP Pipe 42 LF 0 $36.00 /LF = $1,512 Type "S" Inlet L =S' 1 EA 0 $2,500.00 /EA - $2,500 Street cans / Stnn clans T- Intersect. (0 Crestwood Ln. - 60'ROW) 1 EA 0 $200.00 /EA = $200 Total Phase 5 - HOLLAND LN. $24,469 12 s u a o I va r S! a w I l M P R O Y E ME K T S A G R E! ME/ V T EXIABIT N' SUBDIVISION NAME: CRESTVIEW HILLS - 2ND FILING PHASE 5 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC STREETS (CHERYLWOOD LN.) Asphalt (3 "A5phalt on 12" Base) 470 SY @ - $23.50 /SY = $11,045 Modtlled Ramp Curb and Gutter 240 LF @ $10.00 /LF = $2,400 Handicap Ramps 232 SF @ $3.50 /SF = $812 WATE 8" PVC Water Main 150 tF @ $40.00 /LF = $6,000 storm 18" RCP Pipe 42 LF @ $30.00 /LF = $1,260 Type "S" Inlet L =6' 1 EA @ $2,800.00 /EA = $2,800 Strew Slans I Stop Sirens T- Intersect (@ Crestwood Ln. - 60'ROW) 1 EA @ $200.00 /EA = $200 Bararade . L =16' 1 EA @ $825.00 /EA = $0 Total Phase 5 - CHERYLWOOD LN. $24.517 13 E SUBDMSIONIMPRO E701za " I� 0 SUBDMSION NAME: CRESfVIEW HILLS - 2ND FILING PHASE 5 DEVELOPER: MESQUITE LLC ENGINEER: NORiHSTAR ENGINEERING AND SURVEYING, INC STREETS (WIDENER Sr.) Asphalt (3 "Asphalt on 16" Base) 1040 SY 0 $27.50 /SY - $28,600 Modified Ramp Curb and Gutter 400 LF @ $10.00 /LF = $1,000 WATER 16" PVC Main (Induding pipe thm Ph t Wkiew) 560 LF 0 $40.00 /LF = $22,400 Storm 30' RCP Pipe 130 LF 0 $60.00 /LF = $7,800 15" RCP Pipe 91 LF 0 $30.00 /LF = $2,730 Type "S" Inlet L-10' 1 EA @ $4,000.00 /EA = $1,000 Type 'S" Inlet L =5' 1 EA 0 $2,500.00 /EA = $2,500 Typet -B Manhole 1 EA 0 $2,000.00 /EA = $2,000 Street Uchts 1 EA @ $1,300.00 /EA = $1,300 Monuments 2 EA 0 $575.00 /EA = $1,150 Baracade . L =16' 2 EA @ $825.00 /EA = $1,650 Total Phase 5 - WIDENER Sr. $78,130 TOTAL PHASE 5 ON -SITE IMPOVEMENTS $448,564 1473071 Page: 22 of 58 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ChrisC.Munoz PUeb1oCtyCIk &Rec SUED AG 8/2002 01.571 R 291.00 D 0.00 14 S(BOIVISIONJ MP ° EQO//IBIT WO' SUBDMSION NAME: CRESTVIEW HILLS - 2ND FILING PHASE 6 DEVELOPER: MESQUITE LI.0 ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. STREET. (CRFC_TWOOD I.N.) Asphalt (3 "Asphalt on 13" Base) 2880 SY @ $24.50 /SY = $70,560 ModMed Ramp Curb and Gutter 1320 LF 0 $10.00 /LF = $13,200 Temporary Cull- de-sac 298 SY 4e $17.50 /SY = $5,215 Asphalt Curb & Gutter 150 LF @ $7.80 /LF - $1,170 N1AgH 8" PVC Water Main 720 LF 0 $40.00 /LF = $28,800 Fn: Hydrant Assy. 1 EA 0 $2,700.00 /EA - $2,700 Servkes (60' ROW) 21 EA @ $500.00 /EA - $10,500 Sanitary Sewer 8" PVC Sewer Main 720 LF @ $33.00 /LF - $23,760 48" Manholes 3 EA @ $2,240.00 /EA = $6,720 Servim (60' ROW) 21 EA 0 $800.00 /EA = $16,800 Storm Sewer 18" RCP Pipe 335 LF @ $36.00 /LF = $12,060 Type I -B Manhole 1 EA @ $2,000.00 /EA = $2,000 2 EA @ $1,300.00 /EA = $2,600 Monu 2 EA 0 $575.00 /EA = $1,150 TOWI Phase 6 - CRESTWOOD l.N. $197,235 15 SUAOMSIO!Y 11MPROVEMEA/75 AGREEMEIY r fixNz "T B SUBDIVISION NAME: CRESTVIEW HILL$ - 2ND FILING PHASE 6 DEVELOPER: MESQUTIE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. STREETS (EMERALD LN.1 Asphalt (3"Asphalt on 11 "Base) 460 SY 0 $22.50 /SY = $10,350 ModMied Ramp Curb and Gutter 230 tf 0 $10.00 /LF = $2,300 Handicap Ramps 232 SF 01 $3.50 /SF = $812 WATEB 8' PVC Water Main 150 LF $40.00 /LF = $6,000 Storrs Sewer 18" RCP Pipe 42 LF 0 $36.00 /LF = $1,512 Type "5" Inlet L =Sl' 1 EA 0 ",300.00 /EA = $4,300 Monuments 1 EA @ $575.00 /EA = $575 Street Sian / Stop Scans T- Intersect. (@ Crestwood Ln. - 60'ROW) 1 EA 0 $200.00 /EA = $200 Baracade . L =16' 1 EA @ $500.00 /EA = $500 (Relocate from Crestwood Ln. Phase 5) Total Phase 6 - EMERALD LN. . L2 . 6 " 54 . 9 16 S! / BO! V ISIO N D MO R O Y E ME N 7 5 A G R EE M! I Y F MMUT B' SUBDIVISION NAME: CRESMEW HILLS - 2ND FILING PHASE 6 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. STREETS (ERINDALE LN.I Asphalt (3 "Asphalt on 11" Base) ModBled Ramp Curb and Gutter Handicap Ramps WATER 8" PVC Water Main Fire Hydrant Asst'. T- Intersect. (@ Crestwood Ln. - 60'ROW) Baracade . L =16' 460 SY @ $22.50 /SY = $10,350 230 LF 0t $10.00 /LF - $2,300 232 SF 0 $3.50 /SF - $812 150 LF @ $40.00 /LF = $6,000 1 EA @ $2,700.00 /EA = $2,700 1 EA 0 $575.00 /EA - $575 1 EA @ $200.00 /EA = $200 1 EA @ $825.00 /EA - $825 Total Phase 6 - ERINDALE LN. TOTAL PHASE 6 ON -SITE IMPOVEMENTS $23,762 $247,546 17 S1/BDlVI37 NIMPROVEMEA75AGREEMEAT E miRrT & SUBDIVISION NAME: CRESTVIEW HILLS - 2ND FILING PHASE 7 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. Streets (INSPIRATION LN.) Asphalt (3" Asphalt on 15' Base) 1200 SY @ $26.50 /SY = $31,800 Modbled Ramp Curb and Gutter 540 <F 0 $10.00 /LF = $5,400 Temporary Culd-de-sac 298 SY @ $17.50 /SY - $5,215 Asphalt Curb & Gutter 150 LF @ $7.80 /LF = $1,170 Water 8" PVC Main 300 LF 0 $10.00 /LF = $12,000 Services (60' ROW) 5 EA O $500.00 /EA = $2,500 Sanitary Sewer 8" PVC Sewer Main 300 LF 0 $33.00 /LF = $9,900 48" Manholes 2 EA 0 $2,240.00 /EA = $4,480 Services (60' ROW) 5 EA @ $800.00 /EA - $4,000 Street Lights 2 EA @ $1,300.00 /EA = $2,600 Monuments 1 EA @ $575.00 /EA = $575 Total Phase 7 - INSPIRATION LN. $79,640 18 SI/BDlI23IONI WROYEMEMSASREEMEA? EUUNJT 08 SUBDMSION NAME: CRES VIEW HILLS - 2ND FILING PHASE 7 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. Streets (CHERYLWOOD LN.) Asphalt (3" Asphalt on 12" Base) 1550 SY @ $23.50 /SY = $36,425 Mori ied Ramp Curb and Gutter 770 LF @ $10.00 /LF = $7,700 Cross Pan 288 SF @ $3.80 /SF - $1,094 Square Pan 225 SF @ $4.25 /SF = $956 Handicap Ramps 232 SF @ $3.50 /SF = $812 Water 8" PVC Sewer Main 440 LF @ $40.00 /LF - $17,600 Fire Hydrant Ass'y. 1 EA @ $2,700.00 /EA = $2,700 Services (6(Y ROW) 10 EA @ $500.00 /EA - $5 Sanitary Sewer 8" PVC Sewer Main 400 LF @ $33.00 /LF = $13,200 48" Manholes 1 EA @ $2,240.00 /EA - $2,240 Services (60' ROW) 10 EA @ $800.00 /EA = $8,000 Sneer Lights 1 EA @ $1,300.00 /EA = $1,300 Monuments 2 EA @ $575.00 /EA = $1,150 Sheet Slons / Stoo Slons T- nausea. (o unpwom ut. - fie' now) 1 EA @ $200.00 /EA - $200 Total Phase 7 - CHERYLWOOD LN. $98,378 19 50B0IVL 0NDMOROV!M!N7SAGREEMENT EXNIBIT SUBDMSION NAME: CRESMEW HILLS - 2ND FILING PHASE 7 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC STREETS (WIDENER ST.) Asphalt (3 "Asphalt on 13" Base) ModBied Ramp Curb and Gutter Temporary Cull -le -sac Asphalt Curb & Gutter WATER 16" Main done as part of Phase 5 Widener services (6(Y Row) Sanitary Sewer 8" Sewer Main 48" Manholes Services (60' ROW) G+oar Lights 1200 SY @ $24.50 /SY = $29,400 600 LF 0 $10.00 /LF - $6,000 298 SY 0 $17.50 /SY - $5,215 150 LF @ $7.80 /LF = $1,170 0 LF 0 $40.00 /LF = $0 6 EA @ $500.00 /EA - $3,000 260 LF 0 $33.00 /LF = $8,580 1 EA 0 $2,240.00 /EA = $2,240 6 EA 0 $800.00 /EA = $4,800 1 EA 0 $1,300.00 /EA - $1,300 Total Phase 7 - WIDENER ST. TOTAL PHASE 7 ON -SITE IMPOVEMENTS $61,705 $239,723 20 5VavlVZ5raw11V ROVIIEAli rrA01leMeiyr EY//IBIT M9 SUBDIVISION NAME: CRESTVIEW HILLS - 2ND FILING PHASE 8 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC STREETS (EMERALD LN.) Asphalt (3 "Asphalt on 11" Base) ModRkd Ramp Curb and Gutter Asphalt Curb & Gutter 8" PVC Water Main Services (60' ROW) 8" PVC Sewer Main 48" Manholes Services (60' ROW)" Street Llob Monume0tS 1250 SY 0 $22.50 /SY - $28,125 630 LF 0 $10.00 /LF = $6,300 150 LF 0 $7.80 /LF = $1,170 320 LF @ $40.00 /LF = $12,800 6 EA 0 $500.00 /EA - $3,000 260 LF @ $33.00 /LF = $8,580 2 EA 0 $2,240.00 /EA = $4,480 6 EA @ $800.00 /EA = $4,800 I EA @ $1,300.00 /EA = $1,300 2 EA 0 $575.00 /EA = $1,150 Total Phase 8 - EMERALD LN. $76 IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIII 14 30 0 8571 ChrisC.Munoz Pueb1oCtyC1k &Rec SUBD AG R 291.00 D 0.00 21 5U8OJVJ=0W JNPROYEWENMAGRAWENT E,YNJBJT TO SUBDIVISION NAME: CRESTVIEW HILLS - 2ND FILING PHASE 8 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. STREETS (ERINDALELN.) Asphalt (3" Asphalt on 11" Base) 1160 SY @ $22.50 /SY - $26,100 Modified Ramp Curb and Gutter 580 LF @ ;10.00 /LF - $5,800 Temporary Cuki- de-sac 298 SY @ $17.50 /SY = $5,215 Asphalt Curb & Gutter 150 LF @ $7.80 /LF = $1,170 WATER 8" PVC Water Main 320 LF @ $40.00 /LF - $12,800 Serykxs (60' ROW) 6 EA @ $500.00 /EA - $3,000 Sanitary Sewer 8" PVC Sewer Main 270 LF @ $33.00 /LF = $8,910 48" Manholes 2 EA @ $2,240.00 /EA = $4,480 Sefy (60' ROW) 6 EA @ $800.00 /EA = $4,800 Street 1 inhtc I EA @ $1,300.00 /EA = $1,300 Monuments 2 EA @ $575.00 /EA = $1,150 Total Phase 8 - ERINDALE tN. ;74,725 147307 III IN 11111 1111 85 71 ChrisC.Muno¢ PuebloCtyClk &Reo SUBD AG R 291.00 D 0.00 22 SBOAWON AMPROVEMEN7S . 970=lT B' SUBDMSION NAME: CREST(IEW HILLS - 2ND FILING PHASE 8 DEVELOPER: MESQUITE LLC ENGINEER: NORiHSTAR ENGINEERING AND SURVEYING, INC. STREETS (MEADOWLARK LN,I Asphalt (3 "AsphaR on 18" Base) 1570 SY 0 $29.50 /SY = $46,315 Modified Ramp Curb and Gutter 790 LF 0 $10.00 /LF = $7,900 Sidewalks AdWent to Parcels 130 SF 0 $2.50 /SF = $325 WATER 8" PVC Water Main 400 LF 0 $40.00 /LF - $16,000 Services (60' ROW) 8 EA 0 $500.00 /EA = $1,000 Sanitary Sewer 8" PVC Sewer Main 390 LF 0 $33.00 /LF = $12,870 48" Manholes 2 EA 0 $2,240.00 /EA = $1,480 Services (60' ROW) 8 EA 0 $800.00 /FA = $6,400 Stred LL9p(s 2 EA 0 $1,300.00 /EA = $2,600 Monuments 3 EA 0 $575.00 /EA = $1,725 Baracade . L =16' 2 EA 0 $500.00 /EA = $1,000 (Relocate from Emerald Ln. and Erindale Ln. Phase 6) Total Phase 8 - MEADOWLARK LN. $103,615 IIIIII VIII IIIIII III IIIIIII VIII IIIIII III III) VIII IIII 1473071 of 0 8571 ChrisC. Munoz PuebloCtyClk6Rec SUBD AG R 291.00 D 0.00 23 S! / B D I V7 51011 ! I M P R O V EM EN 7 S A 4 X EE M EN T E.LO/IB1T 0 8' SUBDIVISION NAME: CRESMEW HILLS - 2ND FILING PHASE 8 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. STREETS WAMITH DR.) Asphalt (3 "Asphalt on 13" Base) 4" Roll Type Curb and Gutter Temporary Cukl -0e-sac Asphalt Curb & Gutter Cross Pan Square Pan Handicap Ramps 8" PVC Water Main Fire Hydrant Asstij. Services (60' ROW) Sanitary Sewer 8" PVC Sewer Main 48" Manholes SwAces (60' ROW) Street Lights Monuments Street Signs / Stoo Sigre T -InM ma= (0 Meadowlark Ln. - 60' RON) 1270 SY @ $24.50 /SY = $31,115 630 LF 0 $10.00 /LF = $6,300 298 SY @ $17.50 /SY = $5,215 150 LF @ $7.80 /LF = $1,170 288 SF @ $3.80 /SF = $1,094 225 SF @ $4.25 /SF = $956 232 SF 0 $3.50 /SF = $812 320 LF 0 $40.00 /LF = $12,800 1 EA 0 $2,700.00 /EA = $2,700 6 EA @ $500.00 /EA = $3,000 270 LF @ $33.00 /LF = $8,910 1 EA 0 $2,240.00 /EA = $2,240 6 EA 0 $800.00 /EA = $4,800 1 EA 0 $1,300.00 /EA = $1,300 2 EA 0 $575.00 /EA = $1,150 1 EA 0 $200.00 /EA = $200 Total Phase 8 - AEROSMITH DR. $83,763 TOTAL PHASE 8 ON -SITE IMPOVEMENTS $339 1111111111111111111111111111111111111111111111111111111 P4 30 58 608571 ChrisC.Munoz PuebloCtyClk &Rec SUBD AG R 291.00 D 0.00 24 - fiOffd:SI0NfMPR0VEMEN75AGREEMENT 970wzur 000 SUBDIVISION NAME: CRESMEW HILLS - 2ND FILING PHASE 9 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. STREETS (WILLS BLVD.) Asphatt (3 "Asphalt on 21" Base) Standard Curb and Gutter 16" PVC Water Main Fire Hydrant Assy. Sanitary Sewer 12" PVC Sewer Main 48" Manholes Storm Sewer 36" RCP Pipe 18" RCP Pipe Type I -B Manhole Baraade . L =16' (Relocate from Wills Blvd. Phase 4) 800 SY 0 $32.50 /SY = $26,000 430 LF 0 $10.00 /LF = $4,300 280 LF 0 $40.00 /LF = $11,200 1 EA 0 $2,700.00 /EA = $2,700 280 LF 0 $33.00 /LP = $9,240 1 EA 0 $2,240.00 /EA = $2,240 150 LF 0 $72.00 /LF = $10,800 130 LF 0 $36.00 /LF = $4,680 1 EA 0 $2,000.00 /EA = $2,000 2 EA 0 $1,300.00 /EA = $2 1 EA 0 $575.00 /EA = $575 1 EA 0 $500.00 /EA = $500 Total Phase 9 - WILLS BLVD. ;76,835 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII P 473071 ChrisC.Munoz PuebloCtyClk &Rec SUBD AG 1.571 R 291.00 D 0.00 25 S! / M D MSIO N I M P R O V EMEM 5 A G R E EM EN T BmiRIT B" SUBDIVISION NAME: CRESTVIEW HILLS - 2ND FILING PHASE 9 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. Asphalt (3 on 8" Base) 1580 Sy @ $19.50 /SY - $30,810 Modified Ramp Curb and Gutter 570 LF @ $10.00 /LF = $5,700 Handicap Ramps 464 SF @ $3.50 /SF - $1,624 WATER 8" PVC water Main 290 LF @ $40.00 /LF - $11,600 Services (60' ROW) 12 EA @ $500.00 /EA = $6,000 Sanitary Sewer 8" PVC Sewer Main 290 LF @ $33.00 /LF = $9,570 48" Manholes 1 EA @ $2,240.00 /EA = $2,240 Services (60' ROW) 12 EA @ $800.00 /EA = $9,600 storm 18" RCP Pipe 24 LF @ $36.00 /LF = $864 24" RCP Pipe 46 LF @ $48.00 /LF - $2,208 Type "5" Inlet L =9' 1 EA @ $3,700.00 /EA = $3,700 Type "S" inlet L -15' 1 EA @ $5,500.00 /EA = $5,500 Monuments 1 EA @ $575.00 /EA = $575 Ba acade . L =16' 1 EA @ $500.00 /EA = $500 (Relocate from Cherylwood Ln. Phase 5) 4-War lift R (®wars BW - BB'aow z 60P.oW) I EA @ $400.00 /EA = $400 Total Phase 9 - CLIFFMOOR LN. ;90 TOTAL PHASE 9 ON -SITE IMPOVEMENT5 $167,726 1111111111111111111111111111111111111111111111111111111 12/02002 1473071 6/ 0 $571 ChrisC.Munoz PuebloCtyC1kSReo SUBD AG R 291.00 D 0.00 26 5U80MSI0NI fPROVFMENTSA6REEMEMT EaffluT 6' SUBDIVISION NAME: CRESTVIEW HILLS - 2ND FILING PHASE 10 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. STREETS ( LFFM= LNJ Asphalt (3 "Asphalt on 14" Base) 3960 SY 0 $25.50 /SY = $100,980 Modified Ramp Curb and Gutter 1860 LF 0 $10.00 /LF - $18,600 Handicap Ramps 464 SF 0 $3.50 /SF = $1,624 WATER 8" PVC Water Main 990 LF @ $40.00 /LF = $39,600 Fire Hydrant Ass'y. 2 EA @ $2,700.00 /EA - $5,400 Services (60' ROW) 30 EA @ $500.00 - /EA = $15,000 Sanitary Sewer 8" PVC Sewer Main 990 LF @ $33.00 /LF = $32,670 48" Manholes 2 EA 0 $2,240.00 /EA - $4,480 Services (60' ROW) 30 EA 0 $800.00 /EA = $24,000 Street Lichts 3 EA ® $1,300.00 /EA _ $3,900 Baracade . L =161 1 EA @ $500.00 /EA - $500 (Relocate from Gragmoor Ln. Phase 9) +Way tnMrSat(OWkknc St -W ROW) 1 EA @ $300.00/EA = $300 Total Phase 10 - CLIFFMOOR LN. $247 1473071 5 571 ChrisC.Munoz Pueb1oCtyC1k &Rec SUBD AG R 291.00 D 0.00 27 S4BOlVISION D /PROVANENASAGREENENT EXNJKrr'W' SUBDIVISION NAME: CRESTVIEW HILLS - 2ND FILING PHASE 10 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. STREETS (WIDENER ST.) Asphalt (3 0 Asphalt on 13" Base) 1120 SY @ $24.50 /SY = $27,440 ModHled Ramp Curb and Gutter 440 LF @ $10.00 /LF = $1,400 WATE 16" PVC Water Main 280 LF 0 $10.00 /LF = $11,200 Stone sewer 30" RCP Pipe 290 LF @ $60.00 /LF - $17,400 24" RCP Pipe 28 LF @ $18.00 /LF = $1,344 18" RCP Pipe 67 LF 0 $36.00 /LF = $2,412 Type "S" Inlet L =8' 1 FA @ $3,400.00 /EA - $3,400 Type "S" Inlet L -10' 1 EA @ $1,000.00 /t:A = $4,000 Type 1-8 Manhole 1 EA 0 $2,000.00 /EA = $2,000 Street Lig 1 EA @ $1,300.00 /EA = $1,300 Monument, 1 EA @ $575.00 /EA = $575 Bararade . L =16' 1 EA @ $500.00 /EA - $500 (Rekxate from Widener St. Phase 5) Total Phase 10 - WIDENER ST. $75 TOTAL PHASE 10 ON -SITE IMPOVEMENTS $323,025 1473071 0 8571 ChrisC.Munoz Pueb1oCtyC1k &Ree SUBD AG R 291.00 D 0.00 28 S U S OI V J S IO N I MP K O V EMEN 7 S A G P EEM E N T EXNJWT B' SUBDIVISION NAME: CRESMEW HILLS - 2ND FILING PHASE 11 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. Asphalt (3"Asphalt on 14" Base) 2960 SY 0 $25.50 /SY = $75,480 Modified Ramp Curb and Gutter 1480 LF @ $10.00 /LF = $14,800 Temporary Cukl- de-sac 298 SY @ $17.50 /SY = $5,215 Asphalt Curb & Gutter 150 LF @ $7.80 /LF = $1,170 8" PVC Water Main 740 LF @ $10.00 /LF = $29,600 Fire Hydrant Ass'y. 1 EA 0 $2,700.00 /EA = $2,700 SeMCes (60' ROW) 24 EA @ $500.00 /EA = $12,000 Sanitary Sewer 8" PVC Sewer Main 740 LF @ $33.00 /LF = $24,420 48" Manholes 3 EA @ $2,240.00 /EA = $6,720 Services (60' ROW) 24 EA @ $800.00 /EA = $19,200 Strut ! to 3 EA @ $1,300.00 /EA = $3,900 Monuments 2 EA @ $575.00 /EA = $1,150 Total Phase 11 - CLIFFMOOR LN. $196,355 TOTAL PHASE 11 ON -SITE IMPOVEMENTSO $1 %,355 IN 1111111111111111111111111111111111111111 14730 5 Page: 37 G 12/06/2002 01: 1: ChrrsC. Munoz PuebloCtyClk &Rec SUBD AG 571 R 291.00 D 0.00 29 S 4 AO! V l S70 / Y I N P R O V E M EM S A 6R E EN EN T E%WJVZT "0' SUBDMSION NAME: CREST/IEW HILLS - 2ND FILING PHASE 12 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC STREETS (WILLS BLVD Asphalt (3 "nspnat on 21" Base) 1400 SY 0 $32.50 /SY - $45,SW Standard Curb and Gutter 450 LF @ $10.00 /LF = $4,500 WATE 16" PVC Water Main 290 LF 0 $40.00 /LF = $11,600 Sanitary Sewer 10" PVC Sewer Main 290 LF 0 $33.00 /LF = $9,570 48" Manholes i EA 0 $2,240.00 /EA = $2,240 Storm Sewer 18" RCP Pipe 150 LF 0 $36.00 /LF - $5,400 Type I -B Manhole 1 EA @ $2,000.00 /EA = $2,000 Shaer Lights 1 EA 0 $1,300.00 /EA = $1,300 Monu 1 EA 0 $575.00 /EA = $575 Baracade . L =16' 1 EA 0 $500.00 /EA = $500 (Relocate from Wills Blvd. Phase 9) Total Phase 12 - WILLS BLVD. ..&3 IIIIIIIIIIIIIIIIIIIIII Page: 8571 CsC Munoz Pb10CtyC1k ChrisC.Munoz PuabloCtyClk&Rec SUBD RG R 291.00 D 0.00 30 5 V B D MSIO N I M A R O V EMEN7 5 A GR EEN EM SUBDMSION NAME: CRESTVIEW HILLS - 2ND FILING PHASE 12 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC- STREETS (SUNRISE LNJ Asphalt (3 "Asphalt on 8" Base) 1700 SY @ $19.50 /Sy = $33,150 Modlfied Ramp Curb and Gutter 670 LF 0 $10.00 /LF = $6,700 Crass Pan 288 SF 0 $3.80 /SF - $1,094 Square Pan 225 SF 0 $4.25 /SF = $956 Handicap Ramps 464 SF @ $3.50 /SF - $1,624 8" PVC Water Main 340 LF @ $40.00 /LF = $13,600 Fire Hydrant Asst'. 1 EA 0 $2,700.00 /EA = $2,700 Ser C (60' ROW) 12 EA @ $500.00 /EA = $6,000 Sanitary Sewer 8" PVC Sewer Main 360 LF t¢1 $33.00 /LF - $11,880 48" Manholes 1 EA ® $2,240.00 /EA = $2,240 Services (60' ROW) 12 EA 0 $800.00 /EA = $9,600 storm Sewer 18" RCP 46 LF @ $36.00 /LF a $1,656 Type "S" Inlet L =8' 1 EA O $3,400.00 /EA = $3,400 Monu p(S 1 EA @ $575.00 /EA = $575 Baracade . L =16' 1 EA 0 $500.00 /EA - $500 (Relocate from Cragmoor Ln. Phase 10) away trwersmt. (®wars aW. - WRow z 60TOW) 1 EA @ $400.00 /EA = $400 Total Phase 12 - SUNRISE LN. $96,076 TOTAL PHASE 12 ON -SITE IMPOVEMENTS $179,261 111111111111111111111111111111111111111111111111111111 12/02002 1473071 6/ 0 8 571 ChrisC.Munoz PuebloCtyClk &Rec SUBD AG R 291.00 D 0.00 31 S(/BDIYBW NDMPROVEMEN75AGREEMENT EIPL!!T OM SUBDIVISION NAME: CRESTVIEW HILLS - 2ND FILING PHASE 13 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. crn (SUNRISE LN,1 Asphalt (3 "Asphalt on 14" Base) 3960 SY 0 $25.50 /SY = $100,980 Modtfled Ramp Curb and Gutter 1860 LF 0 $10.00 /LF = $18,600 Handicap Ramps 464 SF 0 $3.50 /SF = $1,624 WATER 8" PVC Water Main 990 LF @ $10.00 /LF = $39,600 Fire Hydrant Ass'y. 2 EA 0 $2,700.00 /EA = $5,400 Servkes (60' ROW) 30 EA 0 $500.00 /EA = $15,000 Sanitary Sewer 8" PVC Sewer Main 990 LF O $33.00 /LF = $32,670 48" Manholes 2 EA @ $2,240.00 /EA = $4,480 Servkes (60' ROW) 30 EA CZ $800.00 /EA = $24,000 Street Uci 3 EA @ $1,300.00 /EA = $3,900 Ba rarnde . L--W 1 EA @ $500.00 /EA - $500 (Relocate from Sunrise Ln. Phase 12) 4Way rnensWt(0WldgA- GOVOW) I EA 0 $300.00 /EA = $300 Total Phase 13 - SUNRISE LN. $247,054 11111111111111111111111111111111111111111111111111111111 P463e01571 ChrisC.Munoa PuebloCtyClk &Reo SUBD AG R 291.00 D 0.00 32 S UB OI V Z 5Z0 N D N P R O V EME M A G W EN ZA f T 970GRrr WON SUBDIVISION NAME: CRE5MEW HILLS - 2ND FILING PHASE 13 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. STREETS (WIDENER ST.) Asphalt (3 "Asphalt on 13" Base) 1120 SY @ $24.50 /SY = $27,440 ModiMed Ramp Curb and Gutter 440 LF @ $10.00 /LF . $4,400 WATE 16" PVC Water Main 280 LF @ $40.00 /LF = $11,200 Storm 11 30" RCP Pipe 90 LF O $60.00 /LF = $5,400 24" RCP Pipe 28 LF @ $48.00 /LF = $1,344 18" RCP Pipe 67 LF @ $36.00 /LF - $2,412 Type 'S" Inlet L =8' 1 EA @ $3,400.00 /EA = $3,400 Type "S" Inlet L= I V 1 EA 0 $4,300.00 /EA = $4,300 Type I-B Manhole 1 EA 0 $2,000.00 /EA = $2,000 Street Lights 1 EA @ $1,300.00 /EA - $1,300 Monuments 1 EA @ $575.00 /EA = $575 Baramde . L =16' 1 EA O $500.00 /EA = $500 (Relocate from Widener St. Phase 10) Total Phase 13 - WIDENER ST. $64,271 TOTAL PHASE 13 ON-SITE IMPOVEMENTS 311 325 IIIIIII IIIIIIIIIII III IIIIIII 111111111111111111111111111 P 46 3 0 85 C PUeb1oCtyClk &Reo SUBD AG R 291.00 D 0.00 71 33 weanS70 rrMvRovFMBMAcREEMErr 9"VZAIT 08 SUSDMSION NAME: CRESMEW HILLS - 2ND FILING PHASE 14 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSfAR ENGINEERING AND SURVEYING, INC. STREETS (SUNRISE r N ) Asphalt (3 "Asphalt on 8" Base) 2960 SY 0 $19.50 /Sy = $57,720 Modified Ramp Curb and Gutter 1480 IF @ $10.00 /LF = $14,800 Temporary Cild- de-sac 298 SY @ $17.50 /SY = $5,215 Asphalt Curb & Gutter 150 LF 0 $7.80 /LF = $1,170 brAIEB 8" PVC Water Main 770 LF @ $40.00 /LF = $30,800 Fire Hydrant Assy. 1 EA 0 $2,700.00 /EA = $2,700 Servkes (60' ROW) 25 EA 0 $500.00 /EA = $12,500 S9fla9N 8" PVC Sewer Main 770 LF @ $33.00 /LF = $25,410 48" Manholes 2 EA 0 $2,240.00 /EA = $4,480 Sen4ces (60' ROW) 25 EA @ $800.00 /EA = $20,000 Street Lights 2 EA @ $1,300.00 /EA = $2,600 Total Phase 14 - SUNRISE LN. $ 177,395 TOTAL PHASE 14 ON -SITE IMPOVEMENTS $177,395 11111111111111111111111111111111111111111111111111111111 P40 of 58 8 30 8571 ChrisC.Munoz Pueb1cCtyC1k &Rec SUBD AG R 291.00 D 0.00 34 weoJ JSJavn ve0MWEry SAaXN Mina SUBDIVISION NAME: CRESIVIEW HILLS - 2ND FILING PHASE 15 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSfAR ENGINEERING AND SURVEYING, INC. STREETS ( MEADOWLARK LN.) Asphalt (3 "Asphalt on 15" Base) 3480 SY 0 $26.50 /SY - $92,220 Modified Ramp Curb and Gutter 1560 LF 0 $10.00 /LF = $15,600 Sidewalks Adjacent to Parcels 650 SF 0 $2.50 /SF - $1,625 Cross Pan 864 SF 0 $3.80 /SF = $3,283 Square Pan 337 SF 0 $4.25 /SF = $1,432 8" PVC Water Main 860 LF 0 $40.00 /LF - $34,400 Services (60' ROW) 19 EA 0 $500.00 /EA = $9,500 Sanitary Sewer 8" PVC Sewer Main 860 LF 0 $33.00 /LF = $28,380 48" Manholes 3 EA 0 $2,240.00 /EA = $6,720 Services (60' ROW) 19 EA 0 $800.00 /EA = $15,200 Street Lfohts 3 EA 0 $1,300.00 /EA = $3,900 Monuments 5 EA 0 $575.00 /EA - $2,875 Bararade . L -16' 1 EA 0 $500.00 /EA = $500 (Relocate from Meadowlark Ln. Phase 8) Total Phase 15 - MEADOWLARK LN. $215,635 I IIIIII IIIIIIIIIII III IIIIIII VIII IIIIII III IIIIII III IIII Page: 6 00 0 $571 ChrisC.Munoz PuebloCtyClk &Rec SUBD AG R 291.00 D 0.00 35 S UB P J VZ5 70 N L M P R O V ENEN PS A 47 R EENEN T EXNffiJT B' SUBDIVISION NAME: CRESTVIEW HILLS - 2ND FILING PHASE 15 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. STREETS (CRESTWOOD IN.) Asphalt (3 "Asphalt on 13" Base) 440 SY @ $24.50 /SY = $10,780 ModMed Ramp Curb and Gutter 220 LF @ $10.00 /LF = $2,200 Handicap Ramps 232 SF @ $3.50 /SF = $812 WATER B" PVC Water Main 120 LF 0 $10.00 /LF = $4,800 Fire Hydrant Assy. 1 EA 0 $2,700.00 /EA = $2,700 Monu1[l:OLS 2 EA 0 $575.00 /EA = $1,150 Stivet Signs / Stoo SW T- Intersect ( @Meadowlark Ln. - 60'ROW) i EA @ $200.00 /EA = $200 Total Phase 15 - CRESTWOOD LN. $22,642 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1473071 0 $571 ChrisC.Nunoz PuebloCtyClk&Ree SUBD AG R 291.00 D 0.00 36 5 L M V Z VZ FZ0 N J N M O V EMEN 7 5 A G R EENA W EA7/IBIT 'B' SUBDIVISION NAME: CRESTVIEW HILLS - 2ND FILING PHASE 15 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. Asphalt (3 "Asphalt on 14" Base) 440 SY @ $25.50 /SY = $11,220 ModMkd Ramp Curb and Gutter 220 LF @ $10.00 /LF = $2,200 Handicap Ramps 232 SF @ $3.50 /SF = $812 lNA�6 8" PVC Water Main 150 LF @ $40.00 /LF = $6,000 Fire Hydrant Assy. 1 EA @ $2,700.00 /EA = $2,700 Street Signs / Stop Signs T- Intersect (@Meadowlark Ln. - 60'ROW) 1 EA @ $200.00 /EA - $200 Total Phase 15 - CLIFFMOOR LN. $23,132 IIIIII VIII IIIIII III IIIIIII VIII IIIIII III IIIIII III IIII 146 200 01 571 ChrisC.Munoz PuebloCtyClk &Rec SUBD AG R 291.00 D 0.00 37 AMIMWONIMPROVEMEW7SAGREEMENT EIb11IBIT T" SUBDIVISION NAME: CRESMEW HILLS - 2ND FILING PHASE 15 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. STREETS (SUNRISE r N ) Asphalt (3 "Asphalt on 14" Base) 440 SY @ $25.50 /SY = $11,220 Mod8led Ramp Cart and Gutter 220 LF @ $10.00 /LF = $2,200 Handkap Ramps 232 SF @ $3.50 /SF - $812 WATER 8" PVC Water Main 150 LF @ $40.00 /LF = $6,000 Fire Hydrant Asst'. 1 EA @ $2,700.00 /EA - $2,700 Services (60' ROW) 1 EA @ $500.00 /EA = $500 Sanitary Sewer 8" PVC Sewer Main 100 LF @ $33.00 /LF = $3,300 48" Manholes 1 EA @ $2,240.00 /EA = $2,240 Services (60' ROW) 1 EA @ $800.00 /EA = $800 Street Signs / R W Slare T- Intersect. ( @Meadowlark Ln. - 60 1 EA @ $200.00 /EA a $200 Total Phase 15 - SUNRISE LN. $29,972 TOTAL PHASE 15 ON-SITE IMPOVEMENTS $291,381 1 11111111111111111111111111111111111111111111111 46 30 0 $571 ChrisC.Munoz Pueb1oCtyC1k6Rec SUBD AG R 291.00 D 0.00 38 SUMM4IONDMAROVEMEA SAGWEMENT armw17WB ' SUBDIVISION NAME: CRESTVIEW HILLS - 2ND FILING PHASE 1 - OFF -SITE DRAINAGE LrLQ 4- -- ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. Check Ditm 6 EA 0 $200.00 /EA = $1,200 Total Phase 1 - OFF -SITE DRAINAGE $ 1,200 TOTAL PHASE 1 OFF -SITE IMPOVEMENTS $1,200 i IIIIII IIIII IIIIII III IIIIIII IIIII IIIIII III IIIIII III IIII 147 8 3 @ 8571 ChrisC.Munoz PuebloCtyClk &Rec SUBD AG R 291.00 D 0.00 39 SIABOIVZSZ011rAMPR0V1 P ENTSAGREEMENT fixA9v1T B" SUBDIVISION NAME: CRESMEW HILLS - 2ND FILING PHASE 5 - OFF -SITE DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC STREETS (WIDENER Sr.) Water 16" PVC Water Main 0 LF @ $90.00 /LF = $0 Sanitary Sewer 8" PVC Sewer Main (rram orrswe Ph 7 Wgmv to od$Urq WiftW) 48" Manholes 600 LF @ $33.00 /LF - $19,800 1 EA @ $2,240.00 /EA = $2,240 Total Phase 5 - WIDENER ST. (OFF -SITE) TOTAL PHASE 5 OFF -STIE IMPOVEMENTS $22,040 $22,040 14730 1111111111111111111111111111111111111111111111111111111 0 8571 ChrisC.Munoz Pueb1oCtyC1kaRec SUBD R0 R 291.00 D 0.00 40 SUBDMSION NAME: CRESVIEW HILLS - 2ND FILING PHASE 7 - OFF -SITE DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. STREETS (WIDENER ST I Wafer 16' PVC Water Main 60 LF 0 ;40.00 /LF = $2,400 Total Phase 5 - WIDENER ST. (OFF -SITE) $2,400 14730 1111111111111111111111111111111111111111111111111111111111111 0 $571 ChrisC.Munoz Pueb1oCtvC1k &Reo SUBD AG R 291.00 D 0.00 41 SUBDIVISION NAME: IC 471 IWl ;d A ENGINEER: 5VBOl VJ 37V N ZVPROVEMEN M AGREEMENT EYNIBIT B' CRESTVIEW HILLS - 2ND FILING PHASE 7 - OFF -SITE MESQUITE LLC NORTHSTAR ENGINEERING AND SURVEYING, INC W= 8" PVC Maln 60 LF 0 $40.00 /LF = $2,400 Total Phase 7 - MEADOWLARK LN. (OFF-SITE) ;2 IIIIiI IIIII IIIIII Iil lilllil Iilll llllll III Iillli III IIII 14730 0 8 571 Page: 50 ChrisC.Munoz Pueb1oCtyC1k &R8c SUBD PG R 291.00 D 0.00 42 weoZ ZsrO vJ PaovEA AWMAGREEMEArr Eaviurr "A- SUBDIVISION NAME: CRESTVIEW HILLS - 2ND FILING PHASE 7 - OFF-SITE DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. Steets (INSPIRATION LN.) Water 8" PVC Main 60 LF QD $40.00 /LF = $2,400 (from ursft Ph 2 InspiratIon m main in hftm VVkk r) Total Phase 7 - INSPIRATION LN. (OFF -SITE) $2,400 TOTAL PHASE 7 OFF -SITE IMPOVEMENTS $7,200 147 6/ 12/02002 30 0 8571 ChrisC.Munoz PuebloCtyClk &Rec SUBD AG R 291.00 D 0.00 43 SUBOMSIOIYINPROVZWN SAGREENEAT Eb/IBIT B" SUBDMSION NAME: CRESMEW HILLS - 2ND FILING PHASE 8 - OFF -SITE DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. Streets (MEADOWLARK LN.) Sanitary Sewer 8" PVC Sewer Main 175 LF 0 $33.00 /LF = $5,775 (Rom WR M Pn a Mesaowlafk b future inso.allon Ln) 48" Manholes 1 EA 0 $2,240.00 /EA = $2,240 Total Phase 8 - MEADOWLARK I.N. (OFF -SITE) $8,015 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1473071 6 0 8571 ChrisC.Munoz PuebloCtyClk &Rec SUED AG R 291.00 D 0.00 CIO wemrtuO rrMvsovruarTsA6R9FMBVr EtNretr 080 SUBDMSId"wAME: CRESTVIEW HILLS - 2ND FILING PHASE 8 - OFF -SITE DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, It C Streets (INSPIRATION LN.) Sanitary Sewer Ir Sewer Main B00 LF 0 $33.00 /LF = $26,400 (from future Widener to future Meadowlark) 48" Manholes 2 EA @ $2,240.00 /EA = $4,480 Total Phase 8 - INSPIRATION LN. (OFF -SITE) $30,880 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1473071 ®8571 ChrisC.Munoz PuebloCtyClk &Rec SUBD AG R 291.00 D 0.00 45 SUBDMSION NAME: O&bPER: ENGINEER: Streets (EMERALD= Sanitary Sewer 8" Sewer Main (fmm amsile Ph 8 Em W m h,tlae MWtratlm Ln.) 9170 rr Iff" CRESMEW HILLS - 2ND FILING PHASE 8 - OFF-SITE MESQUITE LLC NORTHSTAR ENGINEERING AND SURVEYING, INC. 140 LF 0 $33.00 ILF = $4,620 Tool Phase 8 - EMERALD LN. (OFF -SITE) $4,620 I IIIIIIIIIII IIIIII IIIIIIIIIIIIIII IIIIII IIIIIIIIIIII IIII Page: 0 01:571 ChrisC.Munoz PuebloCtyClk &Rec SUED AG R 291.00 D 0.00_ 46 SUBDIVISION NAME: s ue o f vas ro N w p l e o v ewer r Fs . w REEMEN r A79mlrrr as- CRESMEW HILLS - 2ND FILING PHASE 8 - OFF -SITE MESQUITE LLC NORTHSTAR ENGINEERING AND SURVEYING, INC Streets (ERINDALE LN.) Sanitary Sewer 8' Sewer Maln 140 LF 0 $33.00 /LF = $4,620 (tram ar*•alt Ph 8 E,Udale to mmn traylradw Ln.) Total Mm 8 - ERINDALE LN. (OFF -SITE) TOTAL PHASE 8 OFF -SITE IMPOVEMENTS 620 135 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIII 1 47307 1 P 571 ChrisC.Munoz Pue61oCtyClk &Reo SUED AG R 291.00 D 0.00 47 Fj //: ,YI %A7OTJ EX/O IT $' SUBDIVISION NAME: CRESMEW HILLS - 2ND FILING PHASE 12 DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. Check Dam 3 EA 0 $150.00 /EA . $450 Total Phase 12 - OFFF -SITE DRAINAGE f450 TOTAL PHASE 12 OFF -SITE IMPOVEMENTS "so IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1473071 571 ChrisC.Munoz PuehloCtyClk &Reo SUBD AG R 291.00 D 0.00 48 S U O O MSIO N JINPROVEMENTS A 6 R EE MEN T EA9/I817 o a' SUBDIVISION NAME: CRESMEW HILLS - 2ND FILING DEVELOPER: MESQUITE LLC ENGINEER: NORTHSTAR ENGINEERING AND SURVEYING, INC. Phase 1 On -Site Improvements $795,301 Phase 1 OR -Sloe Improvements ;1,200 Total Phase 1 Improvements Phase 2 On -Site Improvements ;503,499 Phase 2 Off -Sloe Improvements $0 Total Phase 2 Improvements ;503,499 Phase 3 On -Site Improvements ;536,287 Phase 3 Off -Site Improvements $0 Total Phase 3 Improvements ;536,287 Phase 4 On -Site Improvements ;196,763 Phase 4 Off -Site Improvements ;0 Total Phase 4 Improvements ;196,763 Phase 5 On -Site Improvements ;448,564 Phase 5 Off -Site Improvements ;22,040 Total Phase 5 Improvements ;470,604 Phase 6 On -Site Improvements ;247,546 Phase 6 Off -Site Improvements ;0 Total Phase 6 Improvements ;247,546 Phase 7 On -Site Improvements ;239,723 Phase 7 OR -Site Improvements ;7,200 Total Phase 7 Improvements ;246,923 Phase 8 On -Site Improvements ;339,023 Phase 8 OR -Site Improvements $18,135 Total Phase 8 Improvements ;387,158 Phase 9 On -Site Improvements ;167,726 Phase 9 Off -Site Improvements ;0 Total Phase 9 Improvements ;167,726 Phase 10 On -Site Improvements ;323,025 Phase 10 Off -Site Improvements ;0 Total Phase 10 Improvements ;323,025 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1473071 P 571 12/06/2002 Chri sC.Muno I Mu z PuebloCtyC1 k &Rec SUBD AG R 291.00 D 0.00 Chri 49 wOo MSIOvD nWovtMEmsAcaEEMayr EMMIT ° SUBDIVISION NAME: DEVELOPER: ENGINEER: Phase IS On -Sfte Improvements Phase 11 Off -Site Improvements Phase 12 On -Site Improvements Phase 12 Off -Site Improvements Phase 13 On -Site Improvements Phase 13 Off -Site Improvements Phase 14 On -Site Improvements Phase 14 Off -Site Improvements Phase 15 On -Site Improvements Phase 15 Off -Site Improvements Erosion and Sediment Control Total Subdivision Improvements CRESMEW MILLS - 2ND FILING MESQUITE LLC D. HORN NORTHSTAR ENGINEERING AND SURVEYING, INC. NO NG AND AAt� $196,355 Total Phase 11 Improvements $D $196,355 QTY OF PUEBLO $179,261 $450 Total Phase 12 Improvements $179,711 $311,325 Total Phase 13 Improvements $311,325 $177,395 Total Phase 14 Improvements $0 $177,395 $291,381 Total Phase 15 Improvements $0 $291,381 $37,980 70178 This Is an estimate only. Actual construction costs may vary. This estimate may not include all construction costs. PREPARED BY: D. HORN FIRM: NO NG AND AAt� REV IEW®BY: / MiR ,i y�� / /°°�.���2 / QTY OF PUEBLO The undersigned hereby certifies that (1) the quanNtles of construction elements shown hereon accurate quanwes necessary to construct the Required Public Improvements and (il) tUS10F% reon are the most current unit price provided by the City of Pueblo. CO C _ate€ tQm C:VO8R96036D2\E)GffM .XLS Proresowal Enpnerr Dace IIIIIIIIIIII IIIIIIIII IIIIIIIIIIiI IIIIIIIIIIIIIIII II IIII 147 3075 571 ChrisC.Munoz PueIbIoCtyClk &Reo SUED AG R 291.00 D 0.00 50 Reception 1473072 12/06/2002 ADDENDUM TO SUBDIVISION IMPROVEMENTS AGREEMENT (PHASED CONSTRUCTION) This Addendum shall be incorporated in and become apart of the _N wn n Woy 16 2002 , Subdivision Improvements Agreement for Crestview Hills, 2nd Filing (herein the "Subdivision ") and enforceable as provided in said Subdivision Improvements Agreement. 1. 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. No modifications to the phasing sequence set forth in the attached Exhibit "A" shall be considered by the Director until the 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. 6. 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 t QQ Z 04 Q,g. A- ►`j , 2002 MESQUITE LLC, A Colorado Limi Liability Company Subdivider By: M -H -H DEVELOPERS, Inc., A Colorado Corporation By: UXQ f—W J Clement F. Hausman, President DPW 103 August 1, 2002 STATE OF COLORADO ) ss. COUNTY OF PUEBLO ) The foregoing instrument was acknowledged before me this 1 1 ) day of LI04C�-tn¢'E0L 2002 by Clement F. Hausman, President' , Subdivider. M -H -H DEVELOPERS, Inc., A Colorado Corporation as Manager of MESQUITE LLC, Witness my hand and official sealA Colorado Limited Liability Company My commission expires: "1 a 20)0 ,r;ir •, 21 14laWBanaG Lib 0101 it 0 DPW 103 August 1, 2002 Notary Public CITY OF PUEBLO, A Municipal Corporation r President of City Council IIIIIIIIIII IIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIII 147 001:571 ChrizC.Munoz Pueb1oCtyC1k&Ree ADD AGR R 26.00 0 0.00 0a ADDENDUM TO SUBDIVISION IMPROVEMENTS AGREEMENT EXHIBIT "A" The Subdivider will develop the Subdivision in separate phases in the following sequence: (a) Phase I shall consist of the following lots within the Subdivision: (See Attachment No. One) IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII) Page: 3072571 ChrisC.Munoz Pueb1oCtyC1k &Reo ADD AGR R 26.00 D 0.00 DPW 103 3 August 1, 2002 ATTACHMENT NO. ONE Phase 1: Block 1, Lots 1 through 22 Block 2, Lots 1 through 12 Block 20, Lot 1 Block 21, Lots 1 through 5 Parcels B and C Phase 2: Block 2, Lots 13 through 24 Block 3, Lots 1 through 12 Block 4, Lots 1 through 14 Phase 3: Block 3, Lots 18 through 24 Block 4, Lots 15 through 26 Block 5, Lots 1 through 5 and 10 through 14 Block 6, Lots 1 through 5 Parcel A Phase 4: Block 5, Lot 6 Block 14, Lot 1 Block 15, Lots 1 through 10 Phase 5: Block 5, Lots 7, 8 and 9 Block 6, Lots 6, 7 and 8 Block 7, Lots 6 through 10 Block 8, Lot 4 Block 13, Lot 1 Block 14, Lots 1 through 15 Phase 6: Block 8, Lots 5, 6 and 7 Block 9, Lots 4, 5, 6 and 7 Block 10, Lots 4 and 5 Block 13, Lots 2 through 13 Phase 7: Block 3, Lots 13 through 17 Block 6, Lots 9 through 13 Block 7, Lots 1 through 5 and 11, 12 and 13 Block 8, Lots 1, 2 and 3 Phase 8: Block 8, Lots 8, 9 and 10 Block 9, Lots 1, 2, 3, 8, 9 and 10 Block 10, Lots 1, 2 and 3 and 7, 8, 9 and 10 Block 11, Lots 1, 2, 3 and 4 Block 12, Lots 1 through 6 Parcel D 111111111111111111111111111111111111111111111111111111111 P463Z0`57 ChrisC.Munoz Pueb1oCtyC1k &Rec ADD AGR R 26.00 D 0.00 Phase 9: Block 14, Lot 30 Block 15, Lots 11 through 20 Block 16, Lot 1 Phase 10: Block 13, Lot 29 Block 14, Lots 16 through 29 Block 16, Lots 2 through 15 Block 17, Lot 1 Phase 11: Block 13, Lots 17 through 28 Block 17, Lots 2 through 13 Phase 12: Block 15, Lots 21 through 30 Block 16, Lot 30 Block 19, Lot 1 Phase 13: Block 16, Lots 16 through 29 Block 17, Lot 29 Block 18, Lot 1 Block 19, Lots 2 through 15 Phase 14: Block 17, Lots 17 through 28 Block 18, Lots 2 through 14 Phase 15: Block 10, Lot 6 Block 12, Lots 7 through 19 Block 13, Lots 14, 15 and 16 Block 17, Lots 14, 15 and 16 Block 18, Lot 15 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Page: 6 61:571 ChrisC.Muncz PuebloCtyC1k &Rec ROD RGR R 26.00 D 0.00 Reception 1473073 12/06/2002 ADDENDUM TO SUBDIVISION IMPROVEMENTS AGREEMENT (STORMWATER DETENTION FACILITY MAINTENANCE) This Addendum shall be incorporated in and become a part of the NOVEMBER 18, 2002 , Subdivision Improvements Agreement for CRESTVIEW HILLS, 2ND FILING and enforceable as provided in said Subdivision Improvements Agreement. 1. Subdivider will construct and install as part of the required public improvements for CRESTVIEW HILLS, 2ND FILING the stormwater detention facility (the "Facility") and associated improvements in accordance with the plans and specifications prepared by Subdivider, approved by, and on file with the City. Subdivider shall replace the top soil after construction of the Facility and re- vegetate by seeding the entire area with a drought tolerant grass mix approved by the City. Subdivider will provide a temporary irrigation system for, and irrigate the re- vegetated area after planting until the grasses are well established. Subdivider will be responsible for all costs associated with the construction of the Facility and associated improvements as well as the temporary irrigation system, revegetation, and irrigation including fees payable to the Board of Water Works and charges for water. 2. Subdivider will maintain in good condition and repair the Facility, associated improvements and revegetation (including irrigation and mowing) until (i) the Facility, associated improvements, and revegetation are accepted for maintenance in writing by the City's Director of Public Works (the "City's Acceptance ") and (ii) Subdivider pays the Maintenance Contribution to the City. Subdivider will pay to City the sum of $ 11, 314.00 as a one time contribution for future Facility maintenance (the "Maintenance Contribution ") on or before the earlier (i) the date of City's Acceptance, or (ii) the date Subdivider requests release from the Subdivision Improvements Agreement for the last lot or lots in the subdivision, or (iii) the date of issuance of a Certificate of Occupancy for the last structure in the subdivision. 4. Subdivider will be released from all obligations under this Addendum after City's Acceptance and receipt by City of the Maintenance Contribution. Thereafter, City will assume the obligation to maintain the Facility, associated improvements and revegetation. 5. 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 City and Subdivider and their respective heirs, personal representatives, successors, and assigns: Executed at Pueblo, Colorado as of 1 l o d E %h ;.?, E cl- 1$ , rLO Q'2- MESQUITE, LLC a Colorado Limited Liability Company M -H -H Developers, Inc. a Colorado Corporation as Manager Subdivider By: U4 ! no <? Clement F. Hausman, President By: (Seal) STATE OF COLORADO ) )ss. COUNTY OF PUEBLO ) The foregoing instrument was acknowledged before me this l day of 1Joy t lr,wtrA.. ' 1 2-00'Z, by Q Lr,"z t4 r V �7 fR6SlOewr , C,;= rn BV6:L,p(aC" 1RG.� L1 Go�en,eoo Ge.1,Bw+.4r��•�� A� �O��rj�. Di; tt'16'SQtnl�� ��,��� d LoL.mQ My commission expires: 1 I ITta ; 2I N �w� 4ca l� 5 t`t M 5 v -•`,r p(A63�Lp��.OICAP�D �100I `M • r - . "'�' Notary Public Q..: t ;�. _ IL, CITY OF PUEBLO °A t • .��` A Municipal Corporation 0 DPW 104 12/03/98 By. President of the Council 14730 1111111111111111111111111111111111111111111111111111111 05 71 Chri&C.Munoz Pueb1oCtyC1k &Ree ADD AGR R 11.00 D 0.00 Reception 1473074 12/06/2002 EASEMENT AND RIGHT OF WAY THIS EASEMENT, granted this 113 day of M(OQ eMw 2 , 2D 0 by MESQUITE, LLC, a Limited Grantor, to PUEBLO, a Municipal Corporation, Grantee: Liability Company WITNESSETH: THAT IN CONSIDERATION of the sum of One Dollar ($1.00) and other good and valuable consideration paid by the Grantee, receipt of which is hereby acknowledged, Grantor hereby grants to Grantee, its successors and assigns, an easement and right of way for the purpose of ingress and eg ress public utilities in, through, over, under and across Grantor's property situated in Pueblo County, Colorado, commonly known as and described as follows: (the "Property") See attached Exhibit "A" TOGETHER WITH the right to enter upon the Property for the purposes of construction, replacement, maintenance, control, and repair, and the right to use so much of the adjoining property of Grantor for said purposes. The Grantor reserves the right to use and occupy the Property for any purpose not inconsistent with the right and privilege above granted and which will not interfere with or endanger any of Grantee's equipment or facilities therein or use thereof. Such reservation by the Grantor shall in no event include the right to locate or erect or cause to be located or erected on the Property any building or any other structure or manufactured or mobile home or trailer unit. Grantor warrants to Grantee that Grantor (a) has good and sufficient right and title in and to the Property and full power to grant this easement and right -of -way, and (b) will defend Grantee's quiet and peaceful possession of the Property and easement and right -of -way against all persons who may lawfully claim title to the property. "Grantee" shall include the plural and the feminine. This Easement And Right Of Way shall be binding upon, and shall inure to the benefit of the heirs, personal representatives, successors, and assigns of the Grantor and Grantee. SIGNED this 1'6 day of N W4 e YnQ q , 20 02 MESQUITE, LLC, a Colorado Limited GRANTOR Liability Company M -H -H DEVELOPERS, INC. a Colorado Corporation as Manager COUNTY OF PUEBLO ) ) ss. By STATE OF COLORADO) Clement F. Hausman, President and all The foregoing instrument was acknowledged before me this k'& day of NQsrMV:� o rt- , '1 - 00'1. by Ct_SmrN -r V=. P .ria�sI(bT3 0� %.i�-8- 1�v�1.pQ5a�� Witness my hand and official seal. Ly ..;t�uii�.rr,r.., L � r. �TEm �--1 Or#�w.�� LO o..Cif•`� My commission expires: `1 0 q-00 (0 EXHIBIT A PROPOSED INGRESS /EGRESS AND PUBLIC UTILITY EASEMENT: EASEMENT NO. 1 An easement for ingress and egress and public utility purposes in the E 1 /2 of the SW 1 /a of Section 11, Township 20 South, Range 65 West of the 6 P.M., being 60 feet in width, 30 feet on each side of the following described centerline: Commencing at the Northeast corner of Lot 2, Block 5 in Westridge, Filing No. 6, according to the recorded plat thereof; thence S. 86 0 48'59" E., along the North subdivision boundary line of said Westridge, Filing No. 6, a distance of 30.00 feet to the centerline of Widener Street, as platted in said Filing No. 6 and the True Point of Beginning of the easement centerline herein described; thence N. 03 0 11'01" E., along the centerline extended of said Widener Street, a distance of 549.62 feet to the Point of Terminus. EASEMENT NO. 2 An easement for ingress and egress and public utility purposes in the E 1 12 of the SW 1 /4 of Section 11, Township 20 South, Range 65 West of the 6 P.M., being 60 feet in width, 30 feet on each side of the following described centerline: Commencing at the Northeast corner of Lot 2, Block 5 in Westridge, Filing No. 6, according to the recorded plat thereof; thence S. 86 0 48'59" E., along the North subdivision boundary line of said Westridge, Filing No. 6, a distance of 30.00 feet to the centerline of Widener Street, as platted in said Filing No. 6; thence N. 03 0 11'01" E., along the centerline extended of said Widener Street, a distance of 405.44 feet to the Point of Beginning of the easement centerline herein described; thence S. 89 0 5528" E., a distance of 575.13 feet; thence Southeasterly, along the arc of a curve to the right whose radius is 210 feet, a distance of 70.30 feet; thence S. 70 0 44'40" E., a distance of 124.78 feet; thence N. 19 0 15'20" E., a distance of 92.29 feet; thence Northeasterly, along the arc of a curve to the left whose radius is 400 feet, a distance of 27.50 feet to the Point of Terminus. IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII IIII Page: 30 01:571 ChrisC.Munoz PuebloCtYM &Rec EASE R 21.00 0 0.00 EASEMENT NO. 3 An easement for ingress and egress and public utility purposes in the E 1 /2 of the SW 1 /4 of Section 11, Township 20 South, Range 65 West of the 6th P.M., being 60 feet in width, 30 feet on each side of the following described centerline: Commencing at the Northeast corner of Lot 2, Block 5 in Westridge, Filing No. 6, according to the recorded plat thereof; thence S. 86 0 48'59" E., along the North subdivision boundary line of said Westridge, Filing No. 6, a distance of 30.00 feet to the centerline of Widener Street, as platted in said Filing No. 6; thence N. 03 0 11'01" E., along the centerline extended of said Widener Street, a distance of 405.44 feet; thence S. 89 0 55'28" E., a distance of 248.47 feet to the Point of Beginning of the easement centerline herein described; thence N. 00 0 04'32" E., a distance of 77.35 feet; thence Northeasterly, along the arc of a curve to the right whose radius is 400 feet, a distance of 63.86 feet to the Point of Terminus. EASEMENT NO. 4 An easement for ingress and egress and public utility purposes in the E 1 /z of the SW 1 /4 of Section 11, Township 20 South, Range 65 West of the 6 P.M., being 60 feet in width, 30 feet on each side of the following described centerline: Commencing at the Northeast corner of Lot 2, Block 5 in Westridge, Filing No. 6, according to the recorded plat thereof; thence S. 86 0 48'59" E., along the North subdivision boundary line of said Westridge, Filing No. 6, a distance of 30.00 feet to the centerline of Widener Street, as platted in said Filing No. 6; thence N. 03 0 11'01" E., along the centerline extended of said Widener Street, a distance of 405.44 feet; thence S. 89 0 55'28" E., a distance of 558.42 feet to the Point of Beginning of the easement centerline herein described; thence N. 00 0 0432" E., a distance of 76.51 feet; thence Northeasterly, along the arc of a curve to the right whose radius is 400 feet, a distance of 63.34 feet to the Point of Terminus. Prepared by: NORTHSTAR ENGINEERING AND SURVEYING, INC. 111 E. 5 Street Pueblo, Colorado 81003 November 12, 2001 IN 01 038 00 1473074 30'457 ChrisC.Munoz Pueb1oCtyC1k&Rec EASE R 21.00 D 0.00 n) 0 N 0 'I o N .. O � O W U _— QI n n W n 2 M_ O N O to N � d J CO _ ot0 N O u al n � I J LO [o O oto � d J Min O n O m NM O. c4 Z W _i /� la l:i I tits I Ca I ai I tt4 I t V i - -- —� --1 —L Z � in CV N 01 I I CD 1 _' n s k— c" Q :� a1 r. Z (� ~ � mu ( r.-JV g aw aw j I QaLvQN- I T — 1 c IIIIII IIIII IIIIII III (IIIIII IIIII IIIIII III VIII III) (III 1 473074 6 30 0 4 ChrisC.Munoz PuebloCtyClk &Rec ERSE R 21.00 D 0.00 W) c p rn to N_ ; tn m W .*I Q o 0 W a:0 J Oc0 ^ 4. pZl W� O LO [o O oto � d J Min O n O m NM O. c4 Z W _i /� la l:i I tits I Ca I ai I tt4 I t V i - -- —� --1 —L Z � in CV N 01 I I CD 1 _' n s k— c" Q :� a1 r. Z (� ~ � mu ( r.-JV g aw aw j I QaLvQN- I T — 1 c IIIIII IIIII IIIIII III (IIIIII IIIII IIIIII III VIII III) (III 1 473074 6 30 0 4 ChrisC.Munoz PuebloCtyClk &Rec ERSE R 21.00 D 0.00 Reception 1473075 12/06/2002 EASEMENT AND RIGHT OF WAY This Agreement entered into thiv�� day of 2002, by WL Enterprises Ltd., a New Mexico Limited Partnership, Grantor (herein referred to as WL or Grantor), by Pueblo, a Municipal Corporation, Grantee (herein referred to as Pueblo or Grantee) and Mesquite LLC (herein referred to as Mesquite or subdivider). Mesquite is the subdivider and developer of Crestview Hills, 2 Filing, being a subdivision located in Pueblo County, Colorado. Pueblo has requested that Mesquite provide a certain temporary drainage easement in connection with the development of Crestview Hills, 2 nd Filing. The temporary easement requested lies upon property owned by WL. WL is willing to grant such temporary easement to Pueblo, as provided herein. In consideration of the agreements of Mesquite and Pueblo, set forth herein, WL hereby grants to Pueblo, its successors and assigns, a temporary easement and right -of -way for the purposes of drainage, in, through, over, under and across WL's property situated in Pueblo, County, Colorado described in the attached Exhibit A (the Property). Mesquite shall install a temporary drainage Swale ( "Facilities ") on the Property in accordance with plans and specifications therefore approved by, and on file with Pueblo, and thereafter, Mesquite shall maintain the Facilities in good working order and condition, and repair and replace the Facilities. Pueblo shall have the right at its option (but not the obligation) to inspect, control, maintain, repair and replace the Facilities and recover all costs and expenses thereof plus an administrative charge of 15 percent from Mesquite. For such purposes, Pueblo is granted the right to enter upon the Property. Failure of Pueblo to inspect, control, maintain, repair or replace the Facilities shall not subject Pueblo to any liability for such failure. WL reserves the right to use and occupy the Property, for any purpose not inconsistent with the privilege above granted and which will not interfere with or endanger any equipment or facilities therein or use thereof. Such reservation by WL shall in no event include the right to locate or erect or cause to be located or erected on the Property any building or any other structure or manufactured or mobile home or trailer unit. WL warrants to Pueblo that WL (a) has good and sufficient right and title in and to the Property and full power to grant this easement and right -of -way, and (b) will defend Pueblo's quiet and peaceful possession of the Property and easement and right -of -way against all persons who may lawfully claim title to the Property. Mesquite hereby indemnifies and holds harmless WL from any claims, causes of action or damages that may arise or occur as the result of WL granting this easement to Pueblo. Mesquite will, at its sole cost, obtain a title insurance policy for the benefit of WL insuring the easements and rights of way granted herein. As further consideration to WL, and to induce WL to grant the rights -of -way and easements herein, Mesquite agrees that any agreement that Mesquite or its successors negotiate for utilization of the railroad right -of -way, located to the West of the Property and west of property owned by Whitham Fams LLC, for the diversion of drainage water shall include WL, or its successors, as beneficiaries of such an agreement with reference to the lands owned by WL lying to the north of the Property. This agreement of Mesquite to include the lands of WL within the properties benefited by such an agreement with the railroad shall be deemed to run with the land and shall be the obligation of not only Mesquite but of any subsequent owner of Crestview Hills, 2 nd filing. It is understood and agreed that this easement is of a temporary nature. The Property is currently unsubdivided. Upon the subdivision of the Property, and the approval by Pueblo of the drainage plan and subdivision for the Property, Pueblo agrees that it will release the easement, or such part thereof as is applicable, in connection with the recording of such subdivision. "Grantee" shall include the plural and the feminine. This Easement and Right -of -Way shall be binding upon, and shall inure to the benefit of the heirs, personal representatives, successors and assigns of Pueblo, WL, and Mesquite. SIGNED thisday of J 2002. GRANTOR: WL ENTERPRISES, LTD., a New Mexico Limited Partnership By Wayne L vela y, General artner SUBDIVIDER: MESQUITE LLC, a Colorado Limited Liability Company BY: M -H -H DEVELOPERS, INC., a Colorado Corporation as Manager By Clement F. Hausman, President '4 0 GRANTEE: PUEBLO, a Municipal Corporation W Gc�KpDo �: State of Akw ) )SS County of T6551-o ) 11 The foregoing instrument was acknowledged before me this of 2002 by Wayne Lovelady, General Partner of WL ENTERPRISES, LTD., a New Me co Limited Partnership. Witness my hand and officipiseal. My commission expires: P bu fic �c� Y .% Ck 111111111111111111111111111111111111111111111111111111111111111 P 4 � 200 0571 Chr,sC.Munoz Pueb1oCtyC1k &Rec EASE R 26.00 0 0.00 State of Colorado ) )ss County of Pueblo ) The foregoing instrument was acknowledged before me this 14 day of tA0V ( 5)A gC 4- 2002 by Clement F. Hausman, President of M -H -H DEVELOPERS, INC., a Colorado Corporation, as Manager of MESQUITE LLC, a Colorado Limited Liability Company. Witness m hand and official seal. My commission expires: _I 1, o 21 N�We #�1.1L l-.ana P�,e��o Lo 4cQ #a� 4a�eo1 State of Colorado ) )SS County of Pueblo ) 'Y.) "'u, Notary Pub The foregoing instru ent w s acknowledged before me this � 1 day of �PCMbiY 2002 by 1 hi ChLct OccJhAl0 as for PUEBLO, a Municipal Corporation. e. Coune,� I Witness my hand and official seal. My co s: -21 -2003 elf,, Notary Public 14 11111111111111111111111111111111111111111111111111111111111 6 571 ChrisC.Munoz Pueb1oCtyC1k &Rec EASE R 26.00 D 0.00 My Conn1111111ion LOW 07-11 0= m cmizinim epeeasil= EXHIBIT A A temporary easement for drainage purposes through the E 1 / of the NW % of Section 11, Township 20 South, Range 65 West of the 6 th P.M., in the County of Pueblo and State of Colorado and being more particularly described as follows: The South 50 feet of the said E of the NW %. I =ai a I l no LI e� ._y .y f .i __• -y '- I q m t t;� w„ -.i Q W O O O I 4 �I O _ W I 4 �I 00 2 N I 1 I I u I LU 147307 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 01:571 ChrisC.Munoz PuebloCtyClk &Rec EASE R 26.00 D 0.00 Z 4Q�laia-QocwQ m>- Reception 1473076 12/06/2002 NOTICE OF SHALLOW SANITARY SEWER SERVICE LINES (See Attachment No. One) Notice is hereby given to the owner(s) of , Crestview Hills, 2nd Filing Pueblo County, Colorado, and their heirs, personal representatives, successors and assigns, that sanitary sewer service to basements of these lot(s) may require a pumping system due to the elevation of the sanitary sewer line(s) in the street or public right of way. This notice is dated Q OV E tnbF, R. 18 20 0'!. . MESQUITE LLC, a Colorado Limited SUBDIVIDER By: M -H -H DEVELOPERS, Inc. a Colorado Corporation B as Manager Signature Clement F. Hausman Name President Title 2501 S. Pueblo Boulevard Address STATE OF COLORADO ) ss. COUNTY OF PUEBLO ) The foregoing instrument was acknowledged before me on aovaw+t�a r2 18 Liability Cc 20 l.L6rhevcr V. 4 4-As w+o1e , �as� ��V,- of, t>svar p ltc,.p ti Ce�ooeeo GdR- pen.Y1�.• Az y- �o..,oysra. C)1; n�aSgM tt..t.,� a L.bl.erL►DO t- .�'�+YKa 1..ioA���.r� ��s,,Q<+•.�1 Witness my hand and seal. _ My commission expires: 1 1i01 . 10C o nA PN E4", C 1.o aaoo Notary ublic ATTACHMENT NO. ONE Lots 7 and 8, Block 5 Lots 1, 2, 28, 29 and 30, Block 14 Lots 1 -30, Block 15 Lots 1, 2, 3, 28, 29,and 30, Block 16 Lots 1, 2 and 3, Block 19 1473076 06571 ChrisC.Munoz Pueb1OCtyC1k &Rec NOTICE R 11.00 D 0.00 Reception 1473077 12/06/2002 EASEMENT AND RIGHT -OF -WAY THIS AGREEMENT, entered into this 1= day of l NEg 2002, by and between WHITHAM FARMS, L.L.C., a Colorado Limited Liability Company, hereinafter referred to as " Whitham" or "Grantor ", PUEBLO, a Municipal Corporation, and Home Rule City pursuant to Charter, hereinafter referred to as "Pueblo" or "Grantee ", and MESQUITE, L.L.C., a Colorado Limited Liability Company, hereinafter referred to as "Mesquite" or "Subdivider ". RECITALS Mesquite is the subdivider and developer of Crestview Hills, 2 " Filing, being a subdivision located in Pueblo County, Colorado. Pueblo has requested that Mesquite provide a certain temporary drainage easement in connection with the development of Crestview Hills, 2 " Filing. The temporary easement so requested lies upon and across property owned by Whitham. Whitham is willing to grant such temporary easement to Pueblo as set forth herein. WHEREFORE, FOR AND IN CONSIDERATION of the mutual covenants, terms, conditions and agreements set forth herein, the adequacy of which is hereby acknowledged by each of the parties hereto, the parties agree as follows: AGREEMENT 1. GRANT OF EASEMENT. Whitham hereby grants to Pueblo, its successors and assigns, a temporary easement and right -of- way for the purpose of stormwater drainage in, through, over, under and across the property owned by Whitham situated in Pueblo County, Colorado. The land which is the subject of the easement and right -of -way granted herein is more particularly described in Exhibit A attached hereto, incorporated herein by this reference and hereinafter referred to as "the Property ". 2. OBLIGATION OF MESQUITE, L.L.C. Mesquite shall install a temporary stormwater drainage diversion ditch and swale, hereinafter sometimes referred to as the "facilities" on the Property in accordance with the plans and specifications approved by, and on file with Pueblo. Thereafter, Mesquite shall maintain the facilities in good working order and condition and shall repair and replace said facilities to such good working order and condition on an as- needed basis as determined by Pueblo's Director of Public Works ( "Director "). In addition, Mesquite shall address and remedy any erosion problems occurring at the point of discharge from the easement granted herein into the railroad right -of -way. 3. RIGHT OF PUEBLO. Pueblo shall have the right, at its option, (but not the obligation) to inspect, control, maintain, repair and replace the facilities and to recover all cost and expenses thereof plus an administrative charge of 15% of said total cost from Mesquite and Mesquite agrees to pay for the same. Solely for such purposes, Pueblo is granted the right to enter upon the Property. Failure of Pueblo to inspect, control, maintain, repair or replace the facilities shall not subject Pueblo to any liability for such failure. Notwithstanding the foregoing, Mesquite shall at all times have the obligation and responsibility for such inspection, control, maintenance, repair and replacement of the facility. 4. RESERVATION BY WHITHAM. Whitham reserves the right to use and occupy the Property for any purposes not inconsistent with the limited easement granted herein. Whitham agrees that its use will not interfere with or endanger the facilities located on the easement or the use of the easement for the purposes stated herein. Whitham agrees that during the limited term of this easement, it shall not locate or erect or cause to be located or erected on the easement any building or any other structure or manufactured or mobile home or any trailer unit. 5. LIMITED WARRANTY OF WHITHAM. Whitham warrants to Pueblo that it has good and sufficient right and title in and to the Property more particularly described in Exhibit A and, further, that it has full power to grant this easement and right -of -way. Whitham will defend Pueblo's quiet and peaceful use of the Property comprising the easement against all persons who may lawfully claim title to the Property. Mesquite will, at its sole cost, obtain a title insurance policy for the benefit of Whitham insuring the easement and right -of -way granted herein. 6. AGREEMENT AND INDEMNIFICATION BY MESQUITE. As further consideration to Whitham, and to induce Whitham to grant the easement and right -of- way as set forth herein, Mesquite agrees that any agreement that Mesquite or its successors negotiate for utilization of the railroad right -of -way, located to the west and south of the Property, for the diversion of drainage water shall include Whitham or his successors or assigns, as beneficiaries of such an agreement with reference to the lands owned by Whitham lying to the immediate north of the Property. This agreement of Mesquite made in this subsection shall also be deemed to run with the land and shall be binding upon Mesquite and its successors or assigns in ownership of Crestview Hills 2n Filing. Mesquite hereby indemnifies and shall hold harmless Whitham, its successors and assigns, from all claims of any nature whatsoever, including all causes of action and any damages entered pursuant thereto including costs and attorneys fees incurred in conjunction therewith arising out of or related to, directly or indirectly, the grant and succeeding use of the easement for the purposes set forth herein. 2 7. TERM. It is understood and agreed that this easement is of a temporary nature. The Property, though currently subdivided, would most likely need to be resubdivided prior to being fully developed. Upon the resubdivision and/or development of the Property and the installation of drainage facilities approved by the Director which result in this temporary easement no longer being needed or required for drainage purposes as determined by the Director, Pueblo agrees that it will release the easement, or such part thereof as is no longer needed for drainage purposes. 8. EASEMENT RUNS WITH LAND. The limited easement and right -of -way granted herein shall be binding upon and shall inure to the benefit of the successors and assigns of each of the parties hereto. It is the intent of the parties that the same shall run with the land for the term of the easement as is set forth herein. 9. DEFINITIONS. Terms used herein shall be given their common meanings. The masculine includes the feminine and neuter. The singular includes the plural. IN WITNESS WHEREOF, the parties have executed this Agreement the day and date first above written. GRANTOR:. WHITHAM FARMS, L.L.C., a Colorado Limited Liability Company by: _ David itham, Manager 3 SUBDIVIDER: MESQUITE, L.L.C. a Colorado Limited Liability Company by: M -H -H Developers, Inc. a Colorado Corporation, as Manager by: 0 Clement F. Hausman, President i •. • •• • = eo • .._.s.... STATE OF COLORADO) COUNTY OF �U►1M k ) SS Subscribed, sworn to and acknowledged before me this [ day of t16Kt)e 2002, by David Whitham, Manager of Whitham Farms, L.L.C., a Colorado Limited Liability Company. Witness my hand and official seal. My commission expires: My Commission hpires 03/22/2000 160 U.S. Hwy. 6 Silverthorne, CO 80498 -� ,,, IY IIYY IIII 20 O. ••,. /Y1M1 y. Notary Public El STATE OF COLORADO) COUNTY OF %e %.LQ ) SS The foregoing instrument was acknowledged before me this JA day of , 2002, by Clement F. Hausman, President of M -H -H Developers, Inc., a Colorado Corporation, as Manager of Mesquite, L.L.C.. a Colorado Limited Liability Company. -.049EE§ft� Witness my hand and official seal. My commission expires: - 1110('100c, r2-1 ►AE,*Ighge- L-b•ir 7 i4 69t.0 C& Lo Z wo 6 1 CTJ 1 STATE OF COLORADO) COUNTY OF PUEBLO ) SS The foregoing instrument was acknowledged before me th is_ 4i day of J YajC� - OC J OC.GhI(ai as T� Sick5 DF CjN , for Pueblo, a Municipal Corporation. Cpw ins Witness my hand and official seal. My ires: $ -zl -2CO Notary Public v'�•.•'OV E3 L�G.� 00 OF COL My Commission Expires 00112003 5 MY COInn Lbn ExPM 07- 10,2006 EXHIBIT A A temporary easement for drainage purposes through Lots 9 through 13, both inclusive, Block 7 in Wiley and Chamberlin's Pueblo Gardens, according to the recorded plat thereof, filed for record April 4, 1888, in the County of Pueblo and State of Colorado, and being more particularly described as follows: The South 17 feet of said Lots 9 through 12 AND the South 17 feet of that portion of said Lot 13 lying East of the East right -of -way line of the B.N. & S.F. (A.T. & S.F.) Railway Company. ChrisC.Munoz PuebloCtyClk &Rec ERSE R 36.00 D 0.00 L: i 1 I �133cI1S ityVvD --- _l I f � i Li -. `l i va l % o W' k I � O �wC �ti j I I VI V �• �g J .St I ti 2 1 z a- cc LaiQ. Qcic 4wiO msz 1:571 147307 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1:571 Reception 1473078 12/06/2002 QUIT CLAIM DEED THIS DEED, Made this 186 day of I oQgsM%mu- , 2002, between MESQUITE LLC, a Colorado Limited Liability Company of the County of Pueblo and State of Colorado, grantor(s), and PUEBLO, a Home Rule City, operating by and through the Board of Water Works of Pueblo, Colorado whose legal address is 319 W. 4 Street Pueblo, CO 81003 of the County of Pueblo and State of Colorado, grantee(s), WITNESSETH, That the grantor(s), for and in consideration of the sum of One Dollar and other good and valuable consideration ------------------------------------------ -- ---- - ------------------------ DOLLARS the receipt and sufficiency of which is hereby acknowledged, has remised, sold, conveyed and QUIT CLAIMED, and by these presents does remise, release, sell, convey and QUIT CLAIM unto the grantee(s), their heirs, successors and assigns, forever, all the right, title, interest, claim and demand which the grantor(s) has in and to the real property, together with improvements, if any, situate, lying and being in the County of Pueblo and State of Colorado, described as follows: All of Parcel C in Crestview Hills, 2 " Filing, according to the recorded plat thereof. TO HAVE AND TO HOLD the same, together with all and singular the appurtenances and privileges thereunto belonging or in anywise thereunto appertaining, and all the estate, right, title, interest and claim whatsoever, of the grantor(s), either in law or equity, to the only proper use, benefit and behoof of the grantee(s), their heirs and assigns forever. IN WITNESS WHEREOF, The grantor(s) has executed this deed on the date set forth above. MESQUITE LLC, a Colorado Limited Liability Company By: M -H -H Developers, Inc., a Colorado Corporation, as Manager Clement F. Hausman, President STATE OF COLORADO ) ) ss COUNTY OF PUEBLO ) The foregoing instrument was acknowledged before me this t & day of ? oven. %9- a. 2002 , by Clement F. Hausman, President of M -H -H Developers, Inc., a Colorado Corporation, as Manager of Mesquite LLC, a Colorado Limited Liability Company. Witness my hand and official seal. . My commission expires " 1 'L.00 I. -: . - Mcml pU`° �4 r r,0 '1i!1 f1I Illlll' %/. /fit Notary Public Reception 1473079 12/06/2002 QUIT CLAIM DEED THIS DEED, Made this 10'- day of Noue"er- , 2002, between PUEBLO, a Home Rule City, operating by and through the Board of Water Works of Pueblo, Colorado of the County of Pueblo and State of Colorado, grantor(s), and MESQUITE LLC, a Colorado Limited Liability Company whose legal address is 2051 S. Pueblo Blvd. Pueblo, CO 81005 of the County of Pueblo and State of Colorado, grantee(s), WITNESSETH, That the grantor(s), for and in consideration of the sum of One Dollar and other good and valuable consideration ------------------------------------------------------------------- - - - - -- DOLLARS the receipt and sufficiency of which is hereby acknowledged, has remised, sold, conveyed and QUIT CLAIMED, and by these presents does remise, release, sell, convey and QUIT CLAIM unto the grantee(s), their heirs, successors and assigns, forever, all the right, title, interest, claim and demand which the grantor(s) has in and to the real property, together with improvements, if any, situate, lying and being in the County of Pueblo and State of Colorado, described as follows: All of Crestview Hills, 2 nd Filing, according to the recorded plat thereof EXCEPT Parcel C thereof. TO HAVE AND TO HOLD the same, together with all and singular the appurtenances and privileges thereunto belonging or in anywise thereunto appertaining, and all the estate, right, title, interest and claim whatsoever, of the grantor(s), either in law or equity, to the only proper use, benefit and behoof of the grantee(s), their heirs and assigns forever. IN WITNESS WHEREOF, The grantor(s) has executed this deed on the date set forth above. PUEBLO, a Home Rule City, operating by and through the Board of Water Works of Pueblo, Colorado Alan C. Hamel, Executive Director STATE OF COLORADO ) ) ss COUNTY OF PUEBLO ) The foregoing instrument was acknowledged before me this _e day of A ww her 2002 , by Alan C. Hamel, Executive Director of the Board of Water Works of Pueblo, Colorado. Witness my hand and official seal. My`c6m ion expires q-19 - 05 oll