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Home My WebLink About20053021.tiff I,A eF MT be_ City City of Fort Lupton ,e, �c Planning and Building linto rotOlin Department Performance,Integrity,Teammork, Accountability end Service (303)857-6694 x 125 Tom Parko,Planning Director Fax(303 857-0351 130 S.McKinley Avenue e-mail:planner@frii.net Fort Lupton,Colorado 80621 http://www.fortlupton.org October 12, 2005 Weld County Attention: Board of County Commissioners 915 Tenth Street P.O. Box 758 Greeley, Colorado 80632 Dear Commissioners: Enclosed please find the annexation impact report for the proposed Fulton Village infill annexation to the City of Fort Lupton. Per Colorado Revised Statutes and Fort Lupton Municipal Code, the City is required to submit this report to the governing County, which currently has jurisdiction over the unincorporated parcel. The Fort Lupton City Council will have the first public hearing and first reading of the annexation ordinance on November 9, 2005 at 7:00 P.M. If you have any questions please do not hesitate to contact me at the number listed above. Sincere) , iz Tom Parko Planning Director City of Fort Lupton Cc: Fulton Village Annexation File. t;kioi« �2vteLv (r.'Pi sn 0 P - 1 - /C - Ig- LIS dos- 30.) ( CITY OF FORT LUPTON EXISTING AND PROPOSED CITY BOUNDARY FULTON VILLAGE FILING 1 LOCATED IN THE NORTHEAST QUARTER OF THE NORHEAST QUATER OF SECTION 7, TOWNSHIP 1 NORTH, RANGE 66 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO 464 s 32 1)1 Jj litti n t � 1 r- I tt N yy 47 g I ; lfcas'N r ," ' III _ GGGI . yea,,osa�.o g ytaa-, ��=r • Cl / !' a AL-11%, &,44,41:4•41t.kit ':.49"44,14%c _..ii �/ � nCilj J W�,e0;•,"as4:4Elf,ig >.a44*re° 4.107 ! I F- . E . . .S; > T T'�""Y" }�6• LnAt9 n9i t'ZI4 %41,47 6"a4'R6 , � N., opt/ � YIIdt y ♦ - 'r4?..2AH S`aC Ptr.tb.4w 4 04:4" '- . ' - _•' .� \ ..,, k.. ?4 • • 441 I NPd ( ester, �P •' .St w144 t ago*, I• Z Z .• IFort Ltaptgn Tank r I 4�r:ey vsy"3yn b 's' ;'.::(4 i� p ti. - --. i 4eas �� /7.-,A rc ' �r na"t`k14 r.°4,.44wkr..A.,42 z* V4ri 4IDTi . , ��v,2`t�4't+4 3' "A` "a :4'4I. ' 1ST. STREET __ 4877 I o , i I a,``r©124904"4154 1 >49 4 ®4154 I I O II 4y.#`�; ®�4�" DEVELOP:b�LT1L .t I s'`"5 '� go>. jo OF FORT PTON 7 .;s'- r :, ISlbs Lion / V -. / Well .tit! 6�. r 1 - - !� �Cl l p tone Pine rj?" >t� �i.f, ��. Cemate t_��I� 1.1 ,3\ S q Aa td r' I I, r -F V AG NExATIOI�f`i 'Le Ii , , / �. 11.4 S,ZOr,ED Wt. n ' ES I EXISTING,CITY l IWII-2(RESIDENTIAL- NSITY'A) itan + z R-3(RESIDENTIA -11 NSIT`� s tan -. ‘‘;",- A f / c? :; is � ; 9 ("NA k 2000 0 1000 2000 4000 \SII IIII), ( IN FEET ) I inch = 2000ft. Project Number Drawn By 01100101 SCD J3 Engineering Consultants Inc. Designed By: Checked FULTON VILLAGE FILING 1 SCD JAM 3151 S.Vaughn Way,Suite 680 Aurora,CO 80014 ?'ssw Mir ANNEXATION I M PACT MAP Tel 303-368-5601 Fax:303-3685603 ]; 10/05/2005 Email:Jmonfortun@j3engineermgnet BMut Number. 1 OF 2 Contact:Jason INonforton,PE CITY OF FORT LUPTON EXISTING WATER AND SANITARY SEWER MAINS FULTON VILLAGE FILING 1 LOCATED IN THE NORTHEAST QUARTER OF THE NORHEAST QUATER OF SECTION 7, TOWNSHIP 1 NORTH, RANGE 66 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO I I I � ' , +ruff it _.: ,, (I) 441 - i— Cs = S ; Rails' St _ ! w j • `.)7. Silt, < W f Lea . ' i t a ix e W ' Z W Einiabet -. r ., a. :. cis ► onn e1/4,... 500 250 500 1000 ( 1N FEET ) 1 inch = 500 ft. Project Number Drawn 0y 01100101 SCD J3 Engineering Consultants Inc. Designed Sy: Checked Bp FULTON VILLAGE FILING 1 S .Vaughn Way,Suite 680 CD JAM 3151 S Aurora,CO 80014 Ill 10/05/2005Issu ANNEXATION IMPACT MAP Tel:303-368-5601 Fax:303-368-5603 1S Email:Jmonforton@i3engineenngnet 8bM Number. 2 OF 2 Contact:Jason Monforton,PE City of Fort Lupton Fulton Village Fiscal Impact Report The developer understands the burdens that growth can cause a community. Water, sanitary sewer, storm sewer, and streets construction can be significant costs to a community if not built by the developer. Fulton Village is mitigating the potential impacts to the City of Fort Lupton by agreeing to construct the water lines, and sanitary sewer lines needed to serve this site. The developer, the City Planner, and the City Engineer have come to an agreement concerning storm sewer. At this time any required onsite sewer will be constructed and stubbed to Kahil Street for future connection to the City's planned trunk line. In addition, Fulton Village will construct all internal, on-site roads. The developer will also finish the north portion of Lone Pine Street and the eastern portion of Fulton Avenue along Fulton Village's Frontage which are adjacent to the development. The completion of Fulton Avenue and Lone Pine Street will benefit not only this site but the entire community. The developer has been issued a letter from the school district stating the anticipated amount of children will not impact the school district, so financial impacts on the school system will be negligible. In short the financial impact to the City will be negligible while the benefits of quality housing for residents and the additional tax base will only improve the overall community. 10/05/2005 09:03 FAX 303 789 1823 LEE COMMERCIAL a002/008 WELD COUNTY SCHOOL DISTRICT RE-8 F, Y. ): , tNe w Lupton Public Schools ave_ n� Fort Lu Administration Building $ , G, 05 301 Reynolds Street Fort Lupton,Colorado 80621 Ph:303-867.3200 www.ftlu•ton.k12.co.us Fax:303-8573219 a -- August 1,2005 City of Fort Lupton City Council P.O.Box 148 130 S.McKinley Avenue Fort Lupton,CO 80621 Dear Fort Lupton City Council: This letter is to notify you that Weld County School District Re-8 supports the Fulton Village addition.We estimate an addition of approximately 15.45 students. The district has the capacity to accommodate the students without capital construction. Sincerely, k A.Payler Superintendent of Schools vc A COMMUNITY WHICH BELIEVES EDUCATION ISA SHARED RESPONSIBILITY 10/05/2005 09:03 FAX 303 789 1823 LEE COMMERCIAL 81003/008 09/13/2005 11:47:50 AM kmb SW File No.: 817-H0029116-042-TON,Amendment No.1 STANDARD COMMITMENT FOR TITLE INSURANCE ISSUED BY First American Heritage Title Company AS AGENT FOR First American Title Insurance Company INFORMATION The Title Insurance Commitment is a legal contract between you and the company. It is issued to show the basis on which we will issue a Title Insurance Policy to you. The Policy will insure you against certain risks to the land title, subject to the limitations shown in the Policy. The Company will give you a sample of the Policy form,if you ask. The Commitment is based on the land title as of the Commitment Date. Any changes in the land title or the transaction may affect the Commitment and the Policy. The Commitment is subject to its Requirements,Exceptions and Conditions. THIS INFORMATION IS NOT PART OF THE TITLE INSURANCE COMMITMENT. YOU SHOULD READ THE COMMITMENT VERY CAREFULLY. IF YOU HAVE ANY QUESTIONS ABOUT THE COMMITMENT PLEASE CONTACT THE ISSUING OFFICE. AGREEMENT TO ISSUE POLICY First American Title Insurance Company, referred to in this commitment as the Company, through its agent First American Heritage Title Company, referred to in this Agreement as the Agent, agrees to issue a policy to you according to the terms of this commitment. When we show the policy amount and your name as the proposed insured in Schedule A, this commitment becomes effective as of the Commitment Date shown in Schedule A. If the Requirements shown in the Commitment have not been met within six months after the Commitment date,our obligation under this Commitment will end.Also,our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. Our obligation under this Commitment is limited by the following: The Provisions in Schedule A. The Requirements in Schedule B-I. The Exceptions in Schedule B-2. The Disclosures and Conditions contained in this Commitment. This Commitment is not valid without SCHEDULE A and Sections 1 and 2 of SCHEDULE B attached. First American Title Insurance Company O .ot! IrypG� By V President + �t z, ; ne. By Secretary n.— e.. Q e41/POW By Countersigned 10/05/2005 09:03 FAX 303 789 1823 LEE COMMERCIAL a 004/008 09/13/2005 11:47:50 AM kmb SJF File No.: 817-H0029116-042-TON,Amendment No.1 CONDITIONS 1. DEFINITIONS (a) "Mortgage"means mortgage,deed of trust or other security instrument. (b) "Public Records"means title records that give constructive notice of matters affecting the tide according to state law where the land is located. (c) "Land"means the land or condominium unit described in Schedule A and any improvements on the land which are real property. 2. LATER DEFECTS The Exceptions In Schedule B—Section 2 may be amended to show any defects,liens or encumbrances that appear for the first time in public records or are created or attached between the Commitment Date and the date on which all of the Requirements of Schedule B— Section I are met We shall have no liability to you because of this amendment. 3. EXISTING DEFECTS If any defects,liens or encumbrances existing at Commitment Date are not shown in Schedule B,we may amend Schedule B to show them. If we do amend Schedule B to show these defects,liens or encumbrances,we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF OUR LIABILITY Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met its Requirements.If we have any liability to you for any loss you incur because of an error in this Commitment,our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to: • comply with the Requirements shown in Schedule B-Section I or • eliminate with our written consent any Exceptions shown in Schedule B-Section 2. We shall not be liable for more than the Policy Amount shown in Schedule A of this Commitment and our liability is subject to the terns of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claim,whether or not based on ncgligmce,which you may have against us concerning the title to the land must be based on this Commitment and is subject to its terms. DISCLOSURES NOTICE TO PROSPECTIVE OWNERS (A STATEMENT MADE AS REQUIRED BY COLORADO INSURANCE REGULATION) GAP PROTECTION When this Company conducts the closing and is responsible for recording or filing the legal documents resulting from the transaction,the Company shall be responsible for all matters which appear on the record prior to such time of recording or filing. MECHANIC'S LIEN PROTECTION If you are a buyer of a single family residence you may request mechanic's lien coverage to be issued on your policy of insurance. If the property being purchased has not been the subject of construction,improvements or repair in the last six months prior to the date of this commitment,the requirements will be payment of the appropriate premium and the completion of an Affidavit and Indemnity by the seller. If the property being purchased was constructed, improved or repaired within six months prior to the date of this commitment, the requirements may involve disclosure of certain financial information,payment of premiums,and indannity,among others. The general requirements stated above are subject to the revision and approval of the Company. SPECIAL TAXING DISTRICT NOTICE (A Notice Given In Conformity With Section 10-11-122 C.R.S.) The subject land may be located in a special taxing district:a certificate of taxes due listing each taxing jurisdiction shall be obtained from the county treasurer or the county treasurers authorized agent; and information regarding special districts and the boundaries of such districts may be obtained from the board of county commissioners,the county clerk and recorder,or the county assessor. PRIVACY PROMISE FOR CUSTOMERS We will not reveal nonpublic personal information to any external non-affiliated organization unless we have been authorized by the customer,or are required by law. CONSUMER DECLARATION STATEMENT This Commitment for Title Insurance may include a Schedule B exception reference to recorded evidence that a mineral estate has been severed,leased,or otherwise conveyed from the surface estate.If such reference is made,there is a substantial likelihood that a third party holds some or all interest in oil,gas,other minerals,or geothermal energy in the property. The referenced mineral estate may include the right to enter and use the property without the surface owner's permission.You may be able to obtain title insurance coverage regarding any such referenced mineral estate severance and its effect upon your ownership. Ask your title company representative for assistance with this issue. 10/05/2005 09:04 FAX 303 789 1823 LEE COMMERCIAL f¢J005/008 • First American Heritage Title Company COMMITMENT SCHEDULE A Commitment No: 817-B0029116-042-TON,Amendment No.1 1. Commitment Date: July 14,2005 at 7:29 A.M. 2. Policy or policies to be issued: Policy Amount (a) Standard Owners Policy Proposed Insured: $ 320,000.00 Fulton Village,LLC, a Colorado Limited Liability Company 3. Fee Simple interest in the land described in this Commitment is owned,at the Commitment Date by: Wilma F.Paceley and Genevieve M.Kiser and Anabel K.Frye and Eleanor G.Tedford and William Walter Fehm,Jr.and Lawrence Nelson Fehm 4. The land referred to in this Commitment is described as follows: See Exhibit A attached hereto and made a part hereof. (for informational purposes only) Vacant Land,Ft Lupton, CO 80621 PREMIUM: Owners Policy $976.00 Tax Certificate $30.00 09/13/2005 11:48:13 AM lanb SJF 10/05/2005 09:04 FAX 303 789 1823 LEE COMMERCIAL 006/008 09/132005 11:47:50 AM kmb SJF File No.: 817-H0029116-042-TON,Amendment No.1 Exhibit A All that part of the NE ''A of the NE ''A of Section 7,Township 1 North,Range 66 West of the 66 P.M.,Weld County,Colorado,more particularly described as follows: Beginning at a point 672 feet West and 269 feet South of the Northeast corner of the NE 'A of the NE 'A of said Section 7: Thence South 108 feet; Thence West 168 feet; Thence South 943 feet; Thence West 480 feet; Thence North 1,051 feet; Thence East 648 feet to Point of Beginning, EXCEPT a strip of land conveyed in Deed recorded April 23, 1927 in Book 818 at Page 44, County of Weld, State of Colorado. 10/05/2005 09:04 FAX 303 789 1823 LEE COMMERCIAL 0007/008 09/13/2005 11:47:50 AM kmb$JF File No.: 817-110029116-042-TON,Amendment No.1 Form No. 1344-B1 (CO.88) ALTA Plain Language Commitment SCHEDULE B-Section 1 Requirements The following requirements must be met: a. Pay the agreed amounts for the interest in the land and/or for the mortgage to be insured. b. Pay us the premiums, fees and charges for the policy. c. Obtain a certificate of taxes due from the county treasurer or the county treasurer's authorized agent. d. The Affidavit and Indemnity signed and notarized. e. The following documents satisfactory to us must be signed,delivered and recorded.: 1. Warranty Deed sufficient to convey the fee simple estate or interest in the land described or referred to herein,to the Proposed Insured, Schedule A, Item 2a. NOTE: IF THE SALES PRICE OF THE SUBJECT PROPERTY EXCEEDS $100,000.00 THE SELLER SHALL BE REQUIRED TO COMPLY WITH THE DISCLOSURE OR WITHHOLDING PROVISIONS OF C.R.S. 39-22-604.5 (NONRESIDENT WITHHOLDING). 10/05/2005 09:04 FAX 303 789 1823 LEE COMMERCIAL 0008/008 09/13/2005 1187:50 AM kmb SJF File No.: 817-H0029116-042-TON,Amendment No.1 Form No.1344-82(CO-88) ALTA Plain Language Commitment SCHEDULE B-Section 2 Exceptions Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction: 1. Taxes and Assessments not certified to the Treasurer's Office. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or by making inquiry of persons in possession thereof. 3. Easements, or claims of easements,not shown by public records. 4. Discrepancies, conflicts in boundary lines, shortage in area,encroachments, and any facts which a correct survey and inspection of the land would disclose,and which are not shown by the public records. 5. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 6. All taxes and assessments,now or heretofore assessed,due or payable. 7. Reservation as follows: "Excluding and excepting from the transfer by these presents "All Mineral Lands" should any such be found to exist in the tracts described in the foregoing, but this exclusion and exception, according to the terms of statute, "shall not be construed to include coal and iron land"by the Patent recorded April 28, 1892 in Book 106 at Page 291. 8. Reservations made by the Union Pacific Railway Company in deed recorded on April 6, 1887 in Book 69 at Page 181, providing substantially as follows: Reserving unto the company and its assigns all coal that may be found underneath surface of land herein described and the exclusive right to prospect and mine for same, also such right of way and other grounds as may appear necessary for proper working of any coal mines that may be developed upon said premises, and for transportation of coal from same; and any and all assignments thereof or interests therein. 9. Rights of way for County Roads 30 feet on either side of Section and Township lines, as established by the Board of County Commissioners for Weld County, recorded October 14, I889 in Book 86 at Page 273. 10. An Oil and Gas Lease, from Laura Nelson Fehrn and William Walter Fehm as Lessor(s) to Amoco Production Company as Lessee(s) dated November 17, 1972,recorded on December 6, 1972 in Book 681 at Reception Number 1603122, and any and all assignments thereof or interests therein. NOTE: Affidavit of Lease Extension recorded January 30, 1976 in Book 758 at Reception No. 1680160. 11. Royalty Deed from Wilma F. Paceley to Amoco Production Company recorded December 14, 1990 at Reception No.2235968. J3 Engineering Consultants, Inc. 3151 S.Vaughn Way,Ste.680 Aurora,CO 80014 FAX TRANSMITTAL FORM To From Name: Don Lambert Sonia Di Carlo Organization Name/Dept: Frontier Surveying Fax Number: 303-340-0114 Phone: 303-368-5601 Phone Number: Fax: 303-368-5603 Email: sdicarlo@j3engineering.net Urgent r Date sent: 10/6/05 For Review r Project: Fulton Village Filing 1 Job Number: 01100101 As Requested r Number of pages including cover page: 14 Message: For the Tuesday submittal we just need the annexation map.The plat will come later. Sonia Cc: 10/11/2005 09:22 FAX 303 789 1823 LEE COMMERCIAL 2002/008 FULTON VILLAGE, LLC October 3, 2005 Northern Colorado Water Conservancy District Marilyn L. Conley 22- Water Avenue Berthoud, CO 80513 RE: Fulton Village Fort Lupton, Colorado Dear Ms. Conley: Enclosed please find the two petitions needed to include the above referenced land within the boundaries of both the Northern Colorado Water Conservancy District and the Municipal Sub- district, North Colorado Water Conservancy District. If you have any questions,please feel free to contact me. Thank you. Sincerely, cirre\A___ George Lee Managing Member 303.781.4022 51 Cherry Hills Farm Drive Englewood,Colorado 80013 303.789-1823 (fax) 10/11/2005 09:22 FAX 303 789 1823 LEE COMMERCIAL W2009/008 January 2005 PETITION FOR INCLUSION OF LANDS IN NORTHERN COLORADO WATER CONSERVANCY DISTRICT TO THE BOARD OF DIRECTORS OF NORTHERN COLORADO WATER CONSERVANCY DISTRICT 1 . All the owner(s) of lands situated in the County of Weld , State of Colorado, hereby petition(s) and pray(s) that the lands hereinafter described be included in said Northern Colorado Water Conservancy District("District"). 2. The description of the lands owned by the Petitioner(s) is as follows: PETITIONER DESCRIPTION SEC.TWP.RGE. ACRES Fulton Village, LLC 15813C PT.NE4NE4 7 1 66 Sec 7 Twp 1 Rge 66 11.456 BEG 672'W&269'S OF THE NE COR NE4NE4 S108' W168' S 943' W480' N1051' E648' TO BEG EXC UPRR RES TOTAL ACRES INCLUDED 11.456 . CURRENT ASSESSED VALUATION OF LANDS AND IMPROVEMENTS TO BE INCLUDED $280.00 AMOUNT OF INCLUSION FEE ENCLOSED $303.47 HAAND.ALLIFORMS=NLEVJNCLUSION R I I I lON-OISTRICT.wpd 10/11/2005 09:22 FAX 303 789 1823 LEE COMMERCIAL 004/008 3. A plat of the above described property is attached hereto as Appendix "C." 4. All the owner(s) of the above described property hereby agree(s)to pay to the District an amount which is equal to the ad valorem taxes which would have been paid to the District by the owners of the above described lands if said lands had been included within the boundaries of the District at the time of its creation. This amount will be calculated in accordance with the policy of the District, a copy of which is attached as Appendix "B." 5. All the owner(s) of the above described property and their heirs, successors, and assigns hereby agree to be bound by the Water Conservancy Act, C.R.S. § 37-45-101 et. seq., as amended from time to time, and all rules, regulations,and policies of the District as amended or changed from time to time. 6. All of the owner(s)of the above described property hereby agree(s) that inclusion of the above described lands into the District is conditioned on present and future payment of the same mill levies and special assessments as are levied or will be levied on other similarly situated property in the District at the time of inclusion of the Petitioner(s) lands. If such payments are not made on such equal basis,the inclusion of the lands can be terminated for non-compliance with this condition if payments are not otherwise made. 7. All the owner(s) of the above described property have executed Appendix "A" attached hereto. THIS PETITION INCLUDING APPENDIX "A" MUST BE SIGNED BY ALL OF THE OWNERS OF THE ABOVE DESCRIBED PROPERTY TITLE (if'in relation to a Partnership or a SIGN TU Corporation) ADDRESS En'Cherry Hi(15 &trr. tbr. Marleu3 rj P4enihe.T erlde.tuffoi.P Co $O(t 3 t �uwlt( C 'rGl Wlancu�in9 Mrmber sr esk+,,,, ro ont,ng STATE OF COLORADO ) ss County of ifife. -hf-Q roe The foregoing instrument was acknowledged before me this 3 day of D Ciohi-1._ A.D.2l by et eor5 . Le< /d/£r/off Witness my hand and Seal. My commission expire .� ems/%LEA Notary Public N:\LAND-ALL\FORMS\CON!EY\INCLUSION PETITION-DISTRICT.wpd 10/11/2005 09:23 FAX 303 789 1823 LEE COMMERCIAL a 005/008 STATE OF COLORADO ) ) ss County of Ara paha ) rnQ The foregoing instrument was acknowledged before me this.3 day of °Cie bele A.D. 20Z—by Ci/�a f t/ L Witness my hand and Seal. My commission expires: /8 )r,DG Notary Public STATE OF COLORADO ) ) ss County of ) The foregoing instrument was acknowledged before me this day of A.D. 20_,by Witness my hand and Seal. My commission expires: Notary Public STATE OF COLORADO ) )ss County of ) The foregoing instrument was acknowledged before me this day of A.D.20_,by Witness my hand and Seal. My commission expires: Notary Public H:µAND-AI. \FORMS\CONLEY\INCLUSION PETITION•DJSTAICT.wpd 10/11/2005 09:23 FAX 303 789 1823 LEE COMMERCIAL IJ006/008 APPENDIX"A" purpose The purpose of this covenant is to subject Petitioner's property,described in the petition for inclusion and court order for inclusion,to the same mill levies and special assessments as are levied or will be levied on other similarly situated property in the Northern Colorado Water Conservancy District("District")at the time of inclusion of Petitioner's lands. Waiver Petitioner hereby waives any right which may exist to require an election pursuant to article X, §20 of the Colorado Constitution before the District can impose the mill levies and special assessments specified below. Petitioner also waives any right which may exist to a refund pursuant to article X, §20 of the Colorado Constitution. Mill Levies and Special Assessments Upon inclusion into the District, and as an express condition thereof,Petitioner covenants to pay the following mill levies and special assessments: 1. Any Class A mill levy or special assessment levied annually by the District and imposed on other similarly situated property within the District. 2. If Petitioner's property is now or is in the future located within a municipality which has an existing or future Class B Allotment of water by the District, and if said municipality defaults on payment of its obligations under any existing or future Class B allotment contract(s)with the District,Petitioner agrees to pay any special assessment levied by the Board of Directors of the District for the purpose of collecting amounts due under the allotment contract(s). 3. Any amount due under any existing or future Class D allotment contract on Petitioner's property. Covenant to Run with the Land This covenant will run with and burden the property described in the petition for inclusion and court order for inclusion and binds all future owners of the property. ALL OWNERS OF THE ABOVE DESCRIBED PROPERTY MUST SIGN THIS APPENDIX "A." DATE SIGNATURES ADDRESS ci Gherr.1 Ft i 119 Fo.rn-.'br. /0 /3/0S £nisi. aood Co co i l3 /a/3/25- 15'113 'cc,uualty C ArLie 1 )r hton ea ao6603 H:\LAND-ALL\FORMS\CONLEflINCLUSION PETITION-DISTRICT.wpa 10/11/2005 09:23 FAX 303 789 1823 LEE COMMERCIAL la 007/008 APPENDIX"B" NORTHERN COLORADO WATER CONSERVANCY DISTRICT RESOLUTION D-1079-02-03 COLORADO-BIG THOMPSON FACILITIES INCLUSION FEE WHEREAS,the inclusion of lands into the Northern Colorado Water Conservancy District(District)makes those lands eligible to receive water from the Colorado-Big Thompson(C-B1)Project facilities;and WHEREAS,those lands included within the District commencing in 1938 have contributed to the cost of construction repayment,operation,maintenance,replacement,and administration of the C-BT Project since the time of their inclusion through the generation of ad valorem taxes;and WHEREAS,fairness and equity require that lands newly included within the District be placed on the same basis as those lands originally included within the District so that all lands included within the District will have contributed approximately equally to the support of the C-BT Project. NOW,THEREFORE,BE IT RESOLVED THAT: 1. A fee shall be charged in connection with the inclusion of lands into the District for the purpose of placing such lands on an equal basis with lands previously included within the District.This fee shall be calculated as follows: The sum of the historical(1937 to current year)ad valorem tax revenues received by the District from Larimer, Weld, and Boulder Counties and that portion of the City and County of Broomfield that was formerly part of Boulder and Weld Counties, divided by the current assessed valuation of the District lying within those same counties times the current assessed valuation of the property and improvements to be included. Example: Revenues From 4 Counties To Date x Current Assessed Valuation of Property Current Assessed Valuation of and Improvements to Be Included District Within 4 Counties For Calendar Year 2004: $120.305.314 x Current Assessed Valuation of Property and Improvements $9,668,132,958 or 0.0124 x Current Assessed Valuation of Property and Improvements The ratio determined above will be re-computed annually by the District based on the most recent calendar-year assessed valuation and will be made available upon request,It will be the responsibility of the petitioner to furnish the current assessed valuation of the property and improvements to be included at the time the petition for inclusion is submitted to the District. 2. As an alternative,the District C-BT facilities inclusion fee may be calculated as the total amount of ad valorem taxes on the property and improvements to be included which would have been collected by the District under its annual historic mill levy had the lands been included in the District from 1937 to the date of the petition for inclusion.The petition to the District for inclusion, if this alternative is selected by petitioner, shall be accompanied, or supplemented by,a certified list of annual assessed valuations on the property and improvements to be included from 1937 to the date of the petition for inclusion. 3. In its discretion in individual cases involving a large number of individual parcels of property to be included,the Board may permit the method described in Section 2 above to be applied to a representative sample of the parcels of property to be included to determine a factor that would then be applied to the current assessed valuation of all of the property and improvements to be included. 4. Satisfactory arrangements for payment of fees must be made with the District before the inclusion will be approved by the Board of Directors. 5. The previous Board Resolution D-986-02-97 is hereby repealed. 10/11/2005 09:24 FAX 303 789 1823 LEE COMMERCIAL 0008/008 APPENDIX C PETITION FOR INCLUSION OF LANDS IN NCWCD LEGAL DESCRIPTION FULTON VILLAGE • 15813C PT NE4NE4 7 1 66 BEG 672W & 269'S OF THE NE COR NE4NE4 S108' W168' S 943' W480' N1051' E648' TO BEG EXC UPRR RES CITY OF FORT LUPTON °` f�`r `°�fm, LAND USE AND DEVELOPMENT lei 36 APPLICATION COI(IW0 Date: Project Name: 3 - � -PIA ton Vi' 11 0,3 Address /Location of Project: J Cori Lupton , e0 (See_ i•ega.1 Aesc) Legal Description: cD e e a±1'ct c hi e f PLEASE CHECK THE APPROPRIATE ITEM(S): X Annexation /Annexation Agreement Subdivision Sketch Plan Administrative Site Plan X Initial Zoning X Preliminary Plat Site Plan Change of Zone X Final Plat PUD Site Plan PUD Zoning Subdivision Agreement Other Use by Special Review Amended Plat Oil and Gas Development Present Zoning: �r i c_wl t cI Area in Acres: II • y 54 Proposed Zoning: a .i —3 Present Use: Vc&ecc rd- Land Proposed No. of Lots: 07 7 Proposed No. of Dwelling Units: 113 Proposed Gross Floor Area: Min.Lot Size(sf): 4olyti Avg. Lot Size(sf): 6600 PROPERTY/MINERAL OWNER: PROJECT CONTACT: Name(Please Print): J ` Name(Please Print): m tc 5: j0 e , C u51 Orr, Horne-, UC— .. G L eor5r Address: 5I Cherry LL1IIS 4ea' )\r Firm/Company: Erik-wood erg Son-3m 5t.-pfec Cc43t0rn Nornc5 LL-C— Phone: 3o3 - 7$f - 4-6-1.2 Address: 61 Cherry N; it', Far rn br. Eng4wood Co fitil 13 Sign till':‘ Phone: 303- '781' 40- .a —_ Ge.en3e Lee Title M 9 s Date: FAX No.: 303-18e1 -/t. -3 111err,be 2/3/OC Email: iCecC.)acze()Ind, Corn IF APPLICATION IS FOR A PLAT—HAVE ALL MORTAGE HOLDERS SIGN BELOW. I/We, hereby acknowledge my/our full agreement with the above application being presented to the City of Fort Lupton by the person of firm designated above. CreOrpy Le< NAME(PLEASE PRINT) IGNA URE (FEES ON REVERSE SIDE) FOR OFFICE USE ONLY DATE RECEIVED: PETITION FOR ANNEXATION TO: THE CITY COUNCIL OF FORT LUPTON, COLORADO We, the undersigned landowners, in accordance with Colorado law, hereby petition the City of Fort Lupton and its City Council for annexation to the City of Fort Lupton of the unincorporated territory, the legal description of which is attached hereto as Exhibit A and incorporated herein by this reference, located in the County of Weld and the State of Colorado, and to be known as the Fulton Village Annexation to the City of Fort Lupton. As part of this petition, your petitioners further state to the City Council that: 1. It is desirable and necessary that the territory described in Exhibit A be annexed to the City of Fort Lupton. 2. The requirements of Sections 31-12-104 and 31-12-105, C.R.S., as amended, exist or have been met in that: a. Not less than one-sixth of the perimeter of the area proposed to be annexed is contiguous with the City of Fort Lupton or will be contiguous with the City of Fort Lupton within such time as required by Section 31-12-104. b. A community of interest exists between the area proposed to be annexed and the City of Fort Lupton. c. The area proposed to be annexed is urban or will be urbanized in the near future. d. The area proposed to be annexed is integrated with or is capable of being integrated with the City of Fort Lupton. e. No land within the boundary of the area proposed to be annexed which is held in identical ownership, whether consisting of one tract or parcel of real estate or two or more contiguous tracts or parcels of real estate, has been divided into separate parts or parcels without the written consent of the landowner or landowners thereof, unless such tracts or parcels were separated by a dedicated street, road, or other public way. f. No land within the boundary of the area proposed to be annexed which is held in identical ownership, whether consisting of one tract or parcel of real estate or two or more contiguous tracts or parcels of real estate, comprises twenty acres or more, and, together with the buildings and improvements situated thereon, has an assessed value in excess of two hundred thousand dollars ($200,000.00) for ad valorem tax purposes for the year next preceding the annexation, has been included within the area proposed to be annexed without the written consent of the landowner or landowners. g. No annexation proceedings have been commenced for any portion of the area proposed to be annexed for the annexation of such area to another municipality. The area proposed to be annexed is not part of any incorporated city, city and county, or town. 1 h. The territory proposed to be annexed does not include any area which is the same or substantially the same are in which an election for an annexation to the City of Fort Lupton was held within the twelve months preceding the filing of this petition. i. The annexation of the area proposed to be annexed will not result in the detachment of said area from any school district. j. The annexation of the territory proposed to be annexed will not have the effect of extending the boundary of the City of Fort Lupton more than three miles in any direction from any point of the boundary of the City of Fort Lupton in any one year. k. The territory to be annexed is 11.456 acres in total area. 1. Prior to completion of the annexation of the area proposed to be annexed, a plan will be in place, pursuant to Section 31-12-105 (1) (e), C.R. S., which generally describes the proposed location, character, and extent of streets, subways, bridges, waterways, waterfronts, parkways, playgrounds, squares, parks, aviation fields, other public ways, grounds, open spaces, public utilities, and terminals for water, light, sanitation, transportation, and power to be provided by the City of Fort Lupton, and the proposed land uses for the area. m. In establishing the boundary of the area proposed to be annexed, if a portion of a platted street or alley is to be annexed, the entire width of the street or alley has been included within the area annexed, and reasonable access will not be denied to any landowners, owners of any easement, or the owners of any franchise adjoining any platted street or alley which is to be annexed but is not bounded on both sides by the City of Fort Lupton. n. If required, an impact report will be prepared and filed pursuant to Section 31- 12-108.5, C.R.S.. 3. The signer(s) of this petition comprise(s) more than fifty percent (50%) of the landowners and own more than fifty percent (50%) of the property, excluding public streets and alleys and any land owned by the annexing municipality, and are, in fact, owners of one hundred percent (100%) of the property set forth in Exhibit A attached hereto and incorporated herein by reference. 4. At least fifteen (15) days prior to the presentation of this petition to the Fort Lupton City Council, a minimum of fifteen (15) copies of an annexation map shall be submitted to the City, produced with an engineer's scale, minimum scale to be one (1) inch represents one hundred (100) feet, on a reproducible medium with outer dimensions of twenty-four (24)by thirty-six (36) inches, containing the following information: a. The date of preparation, the scale and a symbol designating true north. b. The name of the annexation. c. The names, addresses and phone numbers of the applicant and the firm or person responsible for preparing the annexation map. d. The legal description. e. Distinction of the boundary that is contiguous to the City and the length of same. f. Lot and block numbers if the area is already platted. g. Existing and proposed easements and rights-of-way. 2 h. Existing and requested zoning and acreage of each requested zone. i. Ownership of all parcels within and adjacent to the annexation. j. Appropriate certification blocks as directed by the Planning Department. 5. At least fifteen (15) days prior to the presentation of this petition to the Fort Lupton City Council, a minimum of fifteen(15) copies of a master plan shall be submitted to the City of Fort Lupton, produced with an engineer's scale, minimum scale to be one (I) inch represents one hundred (100) feet, on a reproducible medium with outer dimensions of twenty-four (24) by thirty-six (36) inches, containing the following information. a. The date of preparation, the scale and a symbol designating true north. b. The name of the annexation. c. The names, addresses and phone numbers of the applicant and the firm or person responsible for preparing the master plan. d. Existing and proposed easements and rights-of-way. e. Block numbers and lot numbers with approximate dimensions. f. Proposed gross and net residential density. g. Existing watercourses with adequate easements for flood control. h. Designation of all public sites to be reserved and dedicated. i. Existing two-foot contours. j. Appropriate certification blocks as directed by the Planning Department. 6. At least fifteen (15) days prior to the presentation of this petition to the Fort Lupton City Council, a minimum of five (5) copies of all required supportive information shall be submitted to the City of Fort Lupton which shall include the following: a. Soils description and limitation. b. Preliminary utility plan. c. Mailing addresses of all property owners within three hundred (300) feet of the annexation. d. Affidavit concerning the amount and historical use of all water rights owned. e. Vicinity map with one and one-half(1 ''/2) mile radius, at a minimum scale of one (1) inch represents two thousand (2,000) feet. f. Statement on community need for proposed annexation and zoning. g. For all annexations in excess of ten (10) acres, the applicant shall obtain from the school district governing the area to be annexed a statement of the effect of the annexation upon the school district, including an estimate of the number of students generated by the proposed annexation and the capital construction required to educate such students. 7. Upon the annexation ordinance becoming effective, all lands within the area proposed to be annexed will become subject to all ordinances, resolutions, rules, and regulations of the City of Fort Lupton, except for general property taxes of the City of Fort Lupton, which shall become effective as of the January 1 next ensuing. 3 8. The zoning classification requested for the area proposed to be annexed is the lots west of Hoover Street and the 10 lots just south of Kahil to be zoned R-2. The lots east of Hoover that will be townhomes and apartments to be zoned R-3, as shown on the annexation map attached hereto and incorporated herein. 9. As required by the City of Fort Lupton, an annexation agreement has been or will be executed by the petitioners herein and the City relating to this annexation and the petitioners hereby expressly consent to the terms and conditions set forth in the annexation agreement. 10. As an expressed condition of annexation, landowner(s) consent(s) to petition for inclusion into the Northern Colorado Water Conservancy District and the municipal sub district pursuant to Section 37-45-136 (3.6) C.R.S. to pay the appropriate fees and costs associated with such inclusion. Landowner(s) aclrnowledge(s) that, upon inclusion into the district and subdistrict, landowner's(s') property will be subject to the same mill levies and special assessments as are levied or will be levied on other similarly situated property in the district and subdistrict at the time of inclusion of landowners(s') lands. Landowner(s) agree(s) to waive any right to an election which may exist to require an election pursuant to Article X, Section 20, of the Colorado Constitution before the district and subdistrict can impose such mill levies and special assessments as it has the authority to impose. Landowner(s) also agree(s) to waive, upon inclusion, any right which may exist to a refund pursuant to Article X, Section 20, of the Colorado Constitution. 11. The non-refundable annexation application fee of $5,212.00 is tendered herewith. 4 LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF THE.NORTHEAST QUARTER OF , . SECTION 7, TOWNSHIP 1 NORTH, RANGE 66 WEST OF THE SIXTH PRINCIPAL MERIDIAN;, COUNTY OF WELD, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS; THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS S00'19'00"E ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 7; COMMENCING AT THE NORTHEAST CORNER OF SAD SECTION 7; THENCE 589'56'41"W ALONG. THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST. QUARTER OF SAID SECTION 7 (NE&,NET) A DISTANCE OF 672.00 FEET TO THE NORTHEAST CORNER OF A'.PARCEL OF LAND DESCRIBED AT RECEPTION NO. 3123110 FILED IN THE WELD COUNTY CLERK AND RECORDER'S OFFICE; SAID POINT ALSO BEING THE NORTHWEST CORNER OF PEACEFUL-ACRES SUBDIVISION, A SUBDIVISION FILED IN THE WELD COUNTY CLERK AND RECORDER'S OFFICE AT RECEPTION NO. 120721,0; THENCE SOO'18'59"E ALONG THE WEST BOUNDARY OF SAID PEACEFUL-ACRE$ SUBDIVISION.A.DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING; THENCE ALONG THE BOUNDARY OF SAID PEACEFUL-ACRES SUBDIVISION THE FOLLOWING TWO (2) COURSES; 1) THENCE S00'18'59"E A DISTANCE OF 347.00 FEET; 2) THENCE 589'56'41"W A DISTANCE OF 168.00 FEET; THENCE S00'18'59"E ALONG THE WEST BOUNDARY OF SAID PEACEFUL-ACRES. SUBDIVISION AND THE WEST BOUNDARY OF FIRST ADDITION TO PEACEFUL-ACRES SUBDIVISION, A.SUBDIVISION FILED IN THE WELD COUNTY CLERK AND RECORDER'S OFFICE AT RECEPTION NO. 1333148 A DISTANCE OF .939:33 FEET TO A POINT ON THE SOUTH LINE OF SAID NEI,NEI; THENCE N89'47'45"W ALONG THE SOUTH LINE OF SAID NE ,NE1 A DISTANCE OF 459.10 FEET TO A POINT 20 FEET EAST OF THE SOUTHWEST CORNER OF SAID NE1,NE ;' THENCE NOO'22'24"W ALONG 'A LINE PARALLEL WITH AND 20 FEET EAST OF THE WEST LINE OF SAID NEI NEI A DISTANCE OF 1045.26 FEET TO THE SOUTHWEST CORNER OF THE LANDS DESCRIBED AT BOOK 1574, PAGE 1601 FILED IN THE WELD COUNTY CLERK AND ' RECORDER'S OFFICE; THENCE N89'56'41"E ALONG THE SOUTH LINE OF THE LANDS DESCRIBED AT SAID BOOK 1574, PAGE 1601 AND THE SOUTH LINE OF THE LANDS DESCRIBED AT SAID RECEPTION -, NO. 3123110 A DISTANCE OF 593.13 FEET; THENCE N00'18'59"W A DISTANCE OF 239.00 FEET; THENCE N89'56'41"E A DISTANCE OF 35.00 FEET TO THE POINT.OF BEGINNING; . SAID PARCEL CONTAINS 507,388 SQUARE FEET, 11.648 ACRES,.MORE OR LESS. EXHIBIT A PETITION FOR ANNEXATION LEGAL DESCRIPTION FULTON VILLAGE 15813C PT NE4NE4 7 1 66 BEG 672'W & 269'S OF THE NE COR NE4NE4 S108' W168' S 943' W480' N1051' E648' TO BEG EXC UPRR RES THEREFORE, the undersigned respectfully petition the City Council of the City of Fort Lupton, to annex the territory described and referred to in Exhibit A to the City of Fort Lupton in accordance with and pursuant to the statutes of the State of Colorado. Land Owner Name: Eleanor G. Tedford Land Owner Address: 325 Stanford Street Brush, CO 80723 Signature: 7zy1, t%.. 6Lr� Date of Signature: </ - e — The foregoing signature was subscribed and sworn to before me this 31ST day of JANUARY , 2005, by Witness my hand and official seal. My commission expires on IA)it nn ssicnExpiMS12114/2008 Notary Public Land Owned 15813C PT NE4NE4 7 1 66 BEG 672'W & 269'S OF NE COR NE4NE4 S108' W168' S943' W480'N1051' E648' TO BEG EXC UPRR RES 6(1 OF 6) THEREFORE, the undersigned respectfully petition the City Council of the City of Fort Lupton, to annex the territory described and referred to in Exhibit A to the City of Fort Lupton in accordance with and pursuant to the statutes of the State of Colorado. Land Owner Name: Lawrence N. Fehrn Land Owner Address: 4001.41ondan (c)01 -/'`-(1W Sfr e et Ft. Lupton, CO 80621 Signature: �,�� i2 �� • Date of Signature: - -Fi . The foregoing signature was bscribed and sworn to before me this • day of f , 2005, by2f'u /',e `e- f Ant/t) Witness my hand and official seal. My commission expires on ` .Pb(s aold % . i 0 . a .lady° Notary Pub c Land Owned 15813C PT NE4NE4 7 1 66 BEG 672'W & 269'S OF NE COR NE4NE4 S108' W168' S943' W480' N1051' E648' TO BEG EXC UPRR RES 6(2 OF 6) THEREFORE, the undersigned respectfully petition the City Council of the City of Fort Lupton, to annex the territory described and referred to in Exhibit A to the City of Fort Lupton in accordance with and pursuant to the statutes of the State of Colorado. Land Owner Name: William Fehrn Land Owner Address: 1845 14th Street Ft. Lupton, CO 80621 Signature: y t O(el---- Date of Signature: ^ L-i—o S The fpregoing signatur was subscribed and sworn to before me this day of Ito j iut5 U' , 2005, by Witness my hand and official seal. „t„.' My commission expires on C> < y 92)3 plias 4/40 - .A- Notary Public Land Owned 15813C PT NE4NE4 7 1 66 BEG 672'W & 269'S OF NE COR NE4NE4 S108' W168' S943' W480' N1051' E648' TO BEG EXC UPRR RES 6(3 OF 6) THEREFORE, the undersigned respectfully petition the City Councel of the City of Fort Lupton, to annex the territory described and referred to in Exhibit A to the City of Fort Lupton in accordance with and pursuant to the statutes of the State of Colorado. Land Owner Name: Anabel K. Frye Land Owner Address: 4039 Riders Lane Boothwyn, PA 19601 Signature: Q,i .,l c C M C Uj-c Date of Signature: o a/ oi/ o 5— The foregoing signature was subscribed and sworn to before me this / day of /=r,6i , 2005, by Witness my hand and official seal. NOTARIAL SEAL MARYETTA RAYCA NOtcry PUBIC My commission expires on env Of SOOTEIWYNcomp(oF W F • N Cortwelddon Expires Oct 30. 2007 �rb e Notary-pu blic Land Owned 15813C PT NE4NE4 7 1 66 BEG 672'W & 269'S OF NE COR NE4NE4 S108' W168' S943' W480' N1051' E648' TO BEG EXC UPRR RES THEREFORE, the undersigned respectfully petition the City Council of the City of Fort Lupton, to annex the territory described and referred to in Exhibit A to the City of Fort Lupton in accordance with and pursuant to the statutes of the State of Colorado. Land Owner Name: Genevieve M. Kiser Land Owner Address: 22603 Nadine Circle Torrance, CA 90505 Signature: 7n. Date of Signature: P24, -27 2.0 65 ' The foregoing signature was subscribed and sworn to before me this 07,tm day of tea/Axe , 2005, by Witness my hand and official seal. My commission expires on c'' /4 ,,2 0 6 C • L 1a. MAS.4YUKI KUWAHARA NO bl1C NOTARY PUBLIC-CALIFORNA �`� COMMISSION#1310094 to. LOSAN,aELESCOUNTY _ My Comr, Exo.Jury 11,2005 Land Owned '"""""'"""" 15813C PT NE4NE4 7 1 66 BEG 672'W & 269'S OF NE COR NE4NE4 S108' W168' S943' W480'N1051' E648' TO BEG EXC UPRR RES 6(5 OF 6) THEREFORE, the undersigned respectfully petition the City Council of the City of Fort Lupton, to annex the territory described and referred to in Exhibit A to the City of Fort Lupton in accordance with and pursuant to the statutes of the State of Colorado. Land Owner Name: Wilma F. Paceley Land Owner Address: 714 Culpepper Street Falmouth, VA 22405-3319 Signature: rn a Ce4 Date of Signature: e.-3/O 5 The fo going signature was subscribed and sworn to before me this day of ld�� i , 2005, by Witness my hand and official seal. My commissigpn expires on S-alo0 i SO/ �?d75 •d71Notary Public fl r c 52 f'f O/c{cy Land Owned 15813C PT NE4NE4 7 1 66 BEG 672'W & 269'S OF NE COR NE4NE4 S108' W168' S943' W480' N1051' E648' TO BEG EXC UPRR RES 6(6OF6) AFFIDAVIT OF CIRCULATOR STATE OF COLORADO ) )ss. COUNTY OF WELD ) ere o re r. Lee , being first duly sworn, states upon oath that he/she is the circulator of the petition to which this Affidavit is attached and knows of his/her own knowledge that the signature of each land owner appearing on said petition is the signature of the person whose name it purports it to be. (Signature o Circ lator) The foregoing Affidavit was subscribed and sworn to before me this 3 r� day of Aukiu5 , 20x5 , by &&rse Le-c_ Witness my hand and official seal. My commission expires on /O - 2 - O G N ary Public 7 4. SUBMITTED FOR: SUPREME CUSTOM HOMES 636 SOUTH FULTON AVENUE ' r"' FULTON VILLAGE C WELD COUNTY, COLORADO , x ex Plf'k '4,, { `� PRELIMINARY SOIL � INVESTIGATION REPORT SEPTEMBER 16,2005 t .X PROJECT#051-0659 SUBMITTED BY: i '441-i,', " 9` rkvi fi $ ,r �1 9 1 s,te r ; "': LUO 14 i 3045; KEN Wu, P.E. COLORADO ENGINEERING & GEOTECHNICALERT GROUPST , INC. 15 SOUTH GILBREET CASTLE ROCK, COLORADO 80104 303-688-9475 AGREEMENT OF PURPOSE AND DISCLAIMER The parties specifically agree and contract that the purpose of this preliminary soil investigation is to test, analyze, and report on the condition of the soils encountered only as these tests pertain to the suitable design and construction of an appropriate foundation for the proposed building and/or residences to determine the load bearing capacities of the soil. The parties .peciftcally agree that Colorado Engineering and Geotechnical Group, Inc. has not been retained nor will they render an opinion concerning environmental issues, hazardous waste or any other known or unknown conditions that may be present on this site. INTRODUCTION: This report summarizes the results of data obtained during a preliminary soils test of 636 South Fulton Avenue, Fulton Village, Weld County, Colorado. Investigation occurred on August 31, 2005 and was performed in undisturbed soil in accordance with ASTM 1586-99. The purpose of the investigation was to reveal the engineering properties for foundation purposes for the proposed construction of a residential subdivision with single and multi-family homes. The site is currently vacant. Other aspects relating to the proposed construction are presented. A component document to this plan will be an Open Hole Report that will be produced after the Open Hole Inspection, which is not billed with this report. The purpose of the Open Hole Report is to determine whether any significant variation from this report and the observed condition exists and whether the foundation design will require modification. FINDINGS: The soil encountered in test hole one consisted of tan, fine to coarse-grained well-graded sand with silt and gravel with medium density to the eighteen foot depth (Unified Soil Classification System symbol SM-SW/SM). The soil encountered in test hole two consisted of tan, fine to coarse-grained well-graded sand with silt and gravel with medium density to the twenty-eight foot depth (Unified Soil Classification System symbol SW/SM). The soil encountered in test hole three consisted of tan, fine to coarse-grained well-graded sand with silt and gravel with medium density to the eighteen foot depth (Unified Soil Classification System symbol SW/SM). The soil encountered in test hole four consisted of tan, fine to coarse-grained well-graded sand with silt and gravel with medium density to the eighteen foot depth. The soil encountered in test hole five consisted of tan, fine to coarse-grained well-graded sand with silt and gravel with medium density to the eighteen foot depth (Unified Soil Classification System symbol SM-SW/SM). The soil encountered in test hole six consisted of tan, fine to coarse-grained well-graded sand with silt and gravel with medium density to the twenty-eight foot depth. Project*051-0659 Page 2 of S Ivww.coloradoeneineedneerouu.eom The soil encountered in test hole seven consisted of tan, fine to coarse-grained well-graded sand with silt and gravel with medium density to the eighteen foot depth (Unified Soil Classification System symbol SM-SW/SM). The soil encountered in test hole eight consisted of tan, fine to coarse-grained well-graded sand with silt and gravel with medium density to the eighteen foot depth. The soil encountered in test hole nine consisted of tan, fine to coarse-grained well-graded sand with silt and gravel with medium density to the eighteen foot depth (Unified Soil Classification System symbol SW). Attached are graphic summaries of the boring logs of the field conditions encountered and a summary of laboratory testing results. It should be noted that the soil descriptions shown on the boring logs are based on the geologist's visual classification of the samples in the field at the depths indicated. Actual subsurface soil conditions may vary between samples and location tested. Groundwater was encountered in test holes two and six below the twenty foot depth, however the exact depth could not be measured due to the holes caving in at the time of this investigation. The presence of shallow bedrock beneath surficial soils is favorable for the formation of "perched" groundwater. The depth and occurrence of groundwater can vary over time depending on hydrologic conditions such as precipitation, surface drainage, irrigation, and other conditions not apparent at the time of this report. RECOMMENDATIONS: Based on our preliminary findings, we anticipate that the foundation systems for the proposed homes will consist of a reinforced concrete stem wall resting on a concrete footer of a size determined by the foundation engineer. The potential for foundation movement is considered low. Maximum allowable bearing strength will most likely be on the order of 1,500 to 2,000 psf for elements resting directly on undisturbed soil. SPECIAL CONSTRUCTION: Depth of foundation elements shall be determined by the foundation engineer,but should be at least as deep as the minimum depth required by the governing building authority. Concrete slabs shall be free floating and isolated from load-bearing elements. Partition walls, utility and HVAC connections shall be capable of a minimum of 1-1/2 inches of movement of the foundation and slab. An attached detail sheet diagrams a typical floating wall design. The soil bearing strength above is subject to change based on observations made at the open-bole inspection. Owners shall be made aware of the contents of this report and the fact that water accumulation around foundation elements is the primary cause of foundation distress. FOUNDATION DESIGN: This report is not a foundation design The foundation design engineer will determine the exact configuration of foundation elements, to include footer (if any) width and thickness,wall thickness and Project 0:051-0659 Page 3 of 8 www.coloradoenelneerinerrouo.com height, pad and pier sizes and reinforcement schedules. However, the foundation should be designed for a ten-foot free span. This report does not address general hillside stability, landslide potential, or other natural hazards. Several areas of the Colorado Front Range have known geologic hazards associated with them. We recommend that readers of this report further educate themselves as to the existence of geologic hazards on or around their specific property of interest. Colorado Engineering can assist in the development of site-specific assessments of Geologic hazards. The Colorado Geologic Survey {http://geosurvey.state.co.us/ or 303-866-2611} is a good source for publications (maps, reports, etc.) dealing with specific geologic issues and/or issues related to specific geographic areas. FIELD INVESTIGATION PROCEDURE: Exploratory borings were advanced using a four-inch nominal diameter, truck-mounted continuous- flight auger. The approximate boring locations are indicated on the attached site diagram and were established in the field by pacing and measuring angles from identifiable site references. The builder designated the location for exploration. At depths determined by the supervising geologist, samples were obtained by means of a two-inch diameter split-spoon sampler, advanced by a 140-pound drop- hammer falling a distance of 30 inches, in general compliance with ASTM D-1586. The number of hammer blows required to advance the sampler provides an indication of the in-situ relative density of the soil, and in combination with the laboratory analysis of the soil, provides data required for derivation of the engineering properties sought by this exploration. EXISTING SITE CONDITIONS AND WEATHER: The general topography around the site of this investigation is relatively flat Vegetation consists of an open field. Weather was cool and clear at the time of the investigation. The elevation measured at 4,750 feet above sea level. SUBSURFACE DRAINAGE: Foundation drain requirements shall be determined at the open-hole observation; however, drains around any below-grade useable space, including crawl spaces, should be anticipated. See the attached detail sheet SURFACE DRAINAGE: The excavation shall be protected from surface runoff and excess precipitation during construction. After backfilling, the soil around the foundation shall be graded away from the structure at a minimum slope of six inches over ten feet. Gutters and downspouts shall be installed to carry water across the area disturbed by construction. Areas that settle shall be backfilled to prevent ponding of water. No vegetation requiring irrigation shall be installed within five feet of the foundation. Water from uphill shall be diverted around the structure. The future owners are cautioned against the installation of a lawn sprinkler system within 5 feet of the foundation walls. If a sprinkler system is installed, the sprinkler heads should be placed so that water spray from the heads under full pressure does not fall Project it:051-0659 Page 4 of 8 Jrww.coloradoeneineerineerouacom within five feet of the foundation walls. Lawn irrigation should be controlled to prevent excess wetting of subsurface soils. Lawn, flowers, shrubs, and other plantings within five feet of the foundation walls should be hand watered and this watering should be minimized. If a drip irrigation system is used, one should limit the amount of water to sustain the plantings. One is also advised that any irrigation line can leak and/or break,releasing excessive amounts of water near foundations and can cause damage to slabs and foundation walls. BACKFILL: Any soil disturbed adjacent to bearing foundation components shall be re-compacted to a minimum of 85% Standard Proctor Density. Soil supporting concrete slabs shall be compacted to 95% Standard Proctor Density. Mechanical compaction methods shall be utilized; water-flooding techniques are prohibited. See Compaction Section for more information regarding compaction requirements and techniques. CONCRETE: All concrete shall be Type II, Sulfate Resistive, with 28-day strength requirements determined by the foundation design engineer. EXTERIOR AND INTERIOR CONCRETE SLABS: Excess moisture in the soil and improper compaction under slabs will increase the possibility of slab heave, settlement and cracking. The builder and future owners should be aware of and understand that there is a definite risk of future damage with any slab-on-grade construction. If floor movement due to expansive soils is not acceptable, finished room floor areas should be supported on wooden or steel joists, or on a reinforced concrete slab, over a crawl space area. If the builder and future owners are willing to accept the definite risk of some damage due to concrete floor slab movement, the following recommended details will help prevent,but not guarantee,wetting of the soils underneath the slabs and minimize damage when wetting of the soil does occur. Do not place a gravel layer beneath the concrete slab,unless specified by the foundation engineer. The slab should be placed on the undisturbed native soils, or well-compacted fill. Interior concrete slabs shall be isolated from the foundation, utility lines and non-bearing partition walls. Separate the slab from all load bearing members and utility lines of at least one-half inch to allow for independent movement of the slab. Provide a positive control or slip joint at the construction joint between the slab and foundation walls Slabs shall have control joints at approximately ten feet on center each way to lessen the possibility of random cracking. These control joints may be installed as construction joints, saw cuts and/or scoring of the slabs. Cuts should be made at least '/+ the total thickness of the slab. A good quality concrete sealant should be installed in these joints to prevent surface discharges of water from penetrating slab subgrades. Project*051.0659 Page 5 of 8 pww.coloradoenrineerinrrrouo.com • A minimum void or clear space of one and a half inches should be provided at the bottom of all non-bearing partitions and furring strips placed over the concrete slabs (see Floating Wall Detail). One should also provide a one-half inch space at the bottom of all door-jambs to allow for limited movement of the floor slab. The owner is hereby notified that it is their responsibility to maintain these void spaces. In the event a hot water heating system is used, the pipe should not be placed beneath the concrete floor slab. In the event a forced air furnace is used, a two-inch collapsible connection should be provided between the furnace and the heat ducts. The soils that will support the concrete slabs should be kept moist during construction by occasionally sprinkling water and especially a day or two prior to pouring of the slab. This procedure will help maintain the moisture content of the underlying soiL In addition to the above recommendations, another means with which to reduce the risk of movement and cracking to slab-on-grade construction would be to over-excavate the below slab soil two or more feet, replace with compacted structural fill material, pour the concrete slab six inches thick with a reinforcing mat of#4/60 bars at 18 inches each way. RADON: There is not believed to be any unusual hazard from naturally occurring sources of radioactivity at the site. However, most counties in Colorado have average radon levels (measured in homes) above the U.S. EPA recommended "action level" of 4 picoCuries per liter of air (pCi/1). For instance, Teller County averages 31.94 pCi/l, Park County averages 8.28 pCi/l, El Paso County averages 4.73 pCi/l, and Douglas County averages 7.53 pCi/l. Results of a 1987-1988 EPA-supported radon study for Colorado indicate that the granitic rocks,in particular,generally have elevated levels of uranium. These rocks have the potential of producing higher than average radon gas levels in homes. Providing increased ventilation of basements and crawl spaces and sealing of joints can mitigate build-ups of radon gas. This mitigation is best implemented during the design and construction phases of residences. The Colorado Geologic Survey {http://geosurvey.state.co.us/} and the U.S. EPA {www.epa.gov/iaq/radog} ate both good sources for additional information regarding radon. OPEN-HOLE OBSERVATION: It is necessary to assume the soil in the surrounding area will be similar to that which was observed in this initial investigation. However, variations across the test borings and site can and do occur. Therefore, it is required that a qualified soil engineer inspect the completed foundation excavation prior to the placement of any foundation component to determine whether any signjcant variation from this report exists and whether the foundation design will require modification. Please contact this office a minimum of 24 hours in advance to schedule a representative to observe the completed excavation. The open-hole observation is not included as part of the soil report and is subject to an inspection fee. Failure to obtain this required inspection prior to placement of foundation elements renders this report and its recommendations null and void. Project*051-0659 Page 6 of 8 www.coloradoeneineerineeroao.com COMPACTION: If compaction of the native or borrow soils is requited, it is highly recommended that you pick up an informative brochure provided at any Colorado Engineering and Geotechnical Group, Inc. office. In general,to compact clayey or silty materials: Placing Fill. No brush, sod, frozen material or other perishable or unsuitable material or stones of four inches or greater in maximum dimension shall be placed in the fill. The distribution of the material on the fill shall be such as to avoid the formation of lenses, or layers, of material differing substantially in characteristics from the surrounding material. The materials shall be delivered to the backfill surface at a uniform rate, and in such quantity as to permit a satisfactory construction procedure. Unnecessary concentration of travel tending to cause ruts and other hollows more than six inches in depth, shall be regarded and compacted. After dumping of fill material on backfill surfaces, the material shall be spread by approved methods in approximately 6 inches compacted thickness. Moisture Control. The material in each layer shall be compacted by rolling and shall contain the optimum moisture required for maximum compaction, as nearly as practicable and as determined by the soils engineer. The moisture content shall be uniform throughout the layers. The contractor may be required to add the necessary moisture to the backfill material in the borrow area, If in the opinion of the soils engineer,it is not possible to obtain moisture content by adding water on the fill surface. Compaction: When the moisture content and condition of each spread layer is satisfactory, it shall be compacted by a method approved by the soils engineer to 95% ASTM D698 (Standard Proctor Density) for slab areas, and 100% ASTM D698 for footing and/or pad areas. A Standard Proctor test shall be performed for each typical fill material and frequent tests of the density of the fill must be taken. Normally, eight passes of a sheepsfoot roller loaded to 4,000 pounds per lineal foot on a six inch soil layer is sufficient to achieve 90%ASTM D698. In general, to compact cohesionless free-draining materials: Note: The above guidelines also apply When compacting cohesionless free-draining materials such as sands and gravel, the materials shall be deposited in layers and compacted by treads of a crawler type tractor, surface of internal vibrators, smooth or pneumatic rollers, hand or power tampers, or by any other means approved by the soils engineer. The thickness of the horizontal layer after compaction shall not exceed 6 inches compacted thickness if compaction is performed by tractor treads, surface vibrators or similar equipment, or not more than penetrating length of the vibrator head if compaction is performed by internal vibrators. The material may not be ponded or flooded to aid in the compaction only if free draining materials underlies new fill unless specifically recommended by the Engineer. When the moisture content and condition of each spread layer is satisfactory, it shall be compacted by a method approved by the soils engineer to 90%ASTM D1557 (Modified Proctor Density) for slab areas, and 95% ASTM D1557 for footing and/or pad areas. If compaction testing is to be performed by Colorado Engineering& Geotechnical Group, Inc.we will require a Proctor Curve, Standard or Modified (which ever is appropriate for the material tested), from an approved testing facility. Colorado Engineering & Geotechnical Group, Inc., if requested, will perform this test(s) for you, provided a sample of the material(s), 5-gallon bucket(s) full, be supplied to Project tt:051-0659 Page 7 of 8 pww.colorodaenetneertnaaroaacom Colorado Engineering & Geotechnical Group, Inc. a minimum of 72 hours prior to testing. The sample(s) will be used to determine the maximum proctor density and optimum moisture content for that representative sample. Additional charges will be incurred for each sample tested and for field compaction testing operations if required. CONCLUSIONS: This report is valid only for the use of the client listed for the type of construction listed above. Use by any other is prohibited, as is the use for other types of construction without the express, written permission of this office. Property owners and builders are reminded that water accumulation around foundation elements is a primary cause of structural distress in homes. Foundation movement under any condition can be minimized by maintaining a stable moisture content of the soil supporting the foundation. Surface drainage is paramount to minimizing the potential for water to penetrate backfill to the level of the foundation. If water penetrates through to the soil supporting the foundation,movement is likely. Any movement that does occur should be less than 1". LIMITATIONS: This report and its recommendations do not apply to any other site other than the one described herein and are predicated on the assumption that the actual soil conditions do not deviate in any significant way from those described in this report. In the event that any variations or undesirable conditions are detected during the construction phase or if the proposed construction varies from that planned as of this report date, the owner shall immediately notify Colorado Engineering and Geotechnical Group, Inc., so that supplemental recommendations can be provided,if needed. Protect#:051-0659 Page 8 of 8 www.coloradaenrineerinerrouo.cont ICAHIL ST. POLE 456 TH-1 TH-2 TH-4 • 4TH-3 POLE 669 W FLAT 3 A z MANHOLE Z F Tr a 4TH-5 MANHOLE#2 • TH-9 m + TH-6 $H-6 HYDRAN% LONE PINE ST. FROM TO DISTANCE •WINO di Fob 4% 7Mi Ieo 0701'1 Polo 400 71-2 0D' SCSI Pole004 71441 IOW NEON Polo 004 7X-4 4CP M&N 0 20 40 60 80 100 I Hats 7144 700' OMC Fta4 IO 02 711-7 W NIOW GRAFNIC SCALE IN FEET Morole 02 TN-6 000' seen SCAM 1"•100' Kota TIM Y3' filar H �ITE PLAN ,� . +�..... cwsna ROCK OFFICE OWNER/BUILDER: Supreme Custom Homes 051-0659 IS S. Gilbert Street ...OS ADDRESS: 636 S. Fulton Ave.,Weld County Colorado Engineering IS ROOK, CO 80104 13O3) b88-9495 I TEST BORING: 9 DATE: 08/31/2005 LL C =Yip S G to SOIL DESCRIPTION O to 2 m co 0-16' WELL—GRADED SAND oc with SILT and GRAVEL oc GRAIN:FINE—COARSE roc DENSITY: MEDIUM 3—cc MOISTURE: LOW CLAY:LOW oc PLASTICITY: NON roc COLOR: TAN oc 6 roc oc —oc 4.6 GRAB SW 9 roc oc oc —oc oc 12—oc oc —oc oc oc 15—oc oc —oc o° 18 oc 21 - 24- 27- 30- BORING LOG CASTLE ROCK OFFICE Colorado Engineering G S OWNER/BUILDER: Supreme Custom Homes 9 9 CA15STLES.ROCK,ilbert COtreet 80104 JOB ADDRESS: Fulton Village JOB #: 051.0659 & OT 7J7 a=Oro:ip r.„ (303) 688-9475 Summary of Laboratory Testing NT-Not Tested Job Number 051-0659 NA-Not Applicable Natural Passing Blow Count Swell at Natural Dry Liquid Limit/ Soil Description Test Hole Depth (ft) Moisture #200 Sieve (Blows/Inch) 1000 psf Density(pcf) Plasticity (USCS Symbol) ( % ) ( % ) ( % ) Index 1 3 1.8 20.7 12/12 NA NA NT Silty Sand w/Gravel(SM) 1 8 1.2 16.6 BAG NA NA NT Silty Sand(SM) 1 18 1.3 8.8 BAG NA NA NT Well-graded Sand w/Silt(SW-SM) 2 28 8.5 8.1 BAG NA NA NT Well-graded Sand w/Silt(SW-SM) 3 3 0.8 9.8 18/12 NA NA NT Well-graded Sand w/Silt&Gravel (SW-SM) 3 18 2.6 11.0 BAG NA NA NT Well-graded Sand w/Silt(SW-SM) 5 8 1.4 14.3 BAG NA NA NT Silty Sand w/Gravel (SM) 5 18 1.2 9.3 BAG NA NA NT Well-graded Sand w/Silt&Gravel (SW-SM) 7 3 2.3 23.9 BAG NA NA NT Silty Sand w/Gravel (SM) 7 8 1.3 10.1 BAG NA NA NT Well-graded Sand w/Silt(SW-SM) 9 8 1.0 3.7 BAG NA NA NT Well-graded Sand w/Gravel (SW) • COLORADO ENGINEERING AND GEOTECHNICAL GROUP, INC. GRADATION TEST RESULTS I HYDROMETER ANALYSIS SIEVE ANALYSIS I 24 HR 7 HR TIME READINGS U. S. STANDARD SERIES I CLEAR SQUARE OPENINGS 45 MIN 15 MIN 60 19 4 1MIN 200 100 50 40 30 16 10 8 4 3/8" 3 4" 1-1/2' 3" 5" 6" 8" I -.. _-- O 90 ---- - __. _ _ .-_-___-.___ -_.-_.- I _ T __._�._.-_- -_ _-.--I 1 O 80 --------- ..------------___- _L_______-L I 20 -I _ t-� `1 - z 70 I Tt 30 0 —_. �f 60 a 1 cc w 7 7 - T so a 40 _._. - - -.-- I 11 :tF1i;' 1 fip 30 I - I I 70 10 .001 .002 .005 .009 .019 .037 .074 .149 .297 .42 .59 1.19 2 2.38 4.76 9.52 19.1 38.1 76.2 127 152 200 DIAMETER OF PARTICLE IN MILOMETERS CLAY TO SILT AN' =A IN?� M C4.A-j FIN��t$i A' COBBLES CLASSIFICATION SM NOTES: 1.8 %Moisture Content GRAVEL 20.8 % SAND 58.5 % FINES 20.7 % BLOWS 12/12' HOLD 1 DEPTH 3 Job Number. 051-0659 I HYDROMETER ANALYSIS SIEVE ANALYSIS I 24 HR 7 HR TIME READINGS U. S. STANDARD SERIES I CLEAR SQUARE OPENINGS ' 45 MIN 15 MIN 60 19 4 1MIN 200 100 50 40 30 16 10 8 4 3/8" 3/4" 1-1/2" 3" 5" 6" 8" 100 —_ ..._ .. _._ _...._—'- —�— . .L- .L--. — — 0 90 I ... __ . I __ —_ _ _ .— 10 I I 20 - a 60 _-- I1i--._-- .jLT± i __— 40 ce -- -- — - - . —i so40 - _ i ' __ 60 60 w 30 — i L.. a_— —___-- 20 _ .—i _. t- -- —1..— L — 1 80 10 _ ------ �---'—' J--- ___ I -- 90 .001 .002 .005 .009 .019 .037 .074 .149 .297 .42 .59 1.19 2 2.38 4.76 9.52 19.1 38.1 in ° 76.2 127 152 200 DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT I SAND GRAVEL COBBLES FINE 1 MEDIUM ICOARS I- FINE I COARSE CLASSIFICATION SM NOTES: 1.2 %Moisture Content GRAVEL 3.5 % SAND 79.9 % FINES 16.6 % BLOWS Bap HOLE# 1 DEPTH 8 Job Number 051-0659 • COLORADO ENGINEERING AND GEOTECHNICAL GROUP, INC. GRADATION TEST RESULTS HYDROMETER ANALYSIS SIEVE ANALYSIS I 24 HR 7 HR TIME READINGS U. S. STANDARD SERIES I CLEAR SQUARE OPENINGS 45 MIN 15 MIN 60 19 4 1MIN 200 100 50 40 30 16 10 8 4 3(8" 3/4" 1-1/2" 3" 5" 6" 8" F,.-._.__.�-; .._..-__-_r.__ 1.--f._F 0 _.-__-_,-. _ - -t 1 - 10 -- - --- ------- - ao __ - .-- —r -1 I 20 Z --- ..---- _ - 0 70 ' 130 Ci _ 41 En 60 ----_-_..------ ---- 1 __ t -TA i I—50 I.—._ r .___ --. -_r__ r - --1-.L 50 I— w40 -- — — 1 _I__ — I sow 30 1 1 70 r_. r r D = —�-- —�— -- .r._..,_—r_-r-r . a r.�-.._. r' rT r. ....I """-.rr r r rr'__"—r.. ,.-.—�-rn-r ..-r--�—r r rr m r ....._..—_ 100 .001 .002 .005 .009 .019 .037 .074 .149 .297 .42 .59 1.19 2 2.38 4.76 9.52 19.1 38.1 76.2 127 152 200 DIAMETER OF PARTICLE$ IN MILLIMETERS CLAY TO SILT I FINE t AMEDIUM ICGARSEI FNE GR I F�COARSE f COBBLES CLASSIFICATION SWSM NOTES: 1.3 % Moisture Content GRAVEL 11.6 % SAND 79.6 % . FINES 8.8 % BLOWS Bag HOLD 1 DEPTH 18 Job Number. 051-0859 I HYDROMETER ANALYSIS SIEVE ANALYSIS 24 HR 7 HR TIME READINGS U. S. STANDARD SERIES I CLEAR SQUARE OPENINGS 45 10o MIN 15 MIN 60 19 4 1MIN 200 100 50 40 30 16 10 8 4 3/8" 3/4" 1-1/2" 3" 5" 6" 8" ___ _._—__. - _ _ __ -...._...__-._....__._-..__..____._..-.__.._....___.__.. .-_ -...J_...._...__-�.- __._-_.. — _--_....__-_._.__.-__..- 0 90 -- — -.- __.1-_- _ - T 10 _.._.____- ....__._.__._......_ __-._-. _..__--.__......-.._..._......_.__....-_ _.._ 80 _-........._ ..._.._._ . ........... ._-.....__ I ......_ -1 - ----- ---1 — z _ w ch 60 1. 1- 1-- 40 Q 41 CC IllIC-- 50 a — — —L._ 1 6D W 1 a 30 _—_ ( -- —r= r - _ a . 1 ' r ' " X ' 5 a 100 .001 .002 .005 .009 .019 1037 .074 .149 .297 .42 .59 1.19 2 2.38 4.76 9.52 19.1 38.1 76.2 127 152 200 DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT I SAND I GRAVEL 1 I COBBLES FINE MEDIUM )COARSE' FINE 1 COARSE CLASSIFICATION SW-SM NOTES: 8.5 % Moisture Content GRAVEL 13.2 % SAND 78.6 % FINES 8.1 % BLOWS Bag HOLD 2 DEPTH 28 Job Number. 051-0659 r • COLORADO ENGINEERING AND GEOTECHNICAL GROUP, INC. GRADATION TEST RESULTS I HYDROMETER ANALYSIS SIEVE ANALYSIS 24 HR 7 HR TIME READINGS U. S. STANDARD SERIES I CLEAR SQUARE OPENINGS 45 MIN 15 MIN 6O 19 4 1MIN 2OO 1OO 5O 4O 3O 16 1O 8 4 3/8" 3/4" 1-12" 3" 5" 6" 8" 1OO -I--_--__.._...................___._______. _.i �_�- -- O I -I _ I 9O 8O I I 2O , _ I t- 7O 1 1 _ - 3O 0 ___ ___ ___ __ W 6_ ti so L_... I 40` a l t - w 4O I34 :tHHH' I_-__- _- f_-r-_- -__. _ ° .OO1 .OO2 .OO5 .OO9 .O19 .O37 .O74 .149 .297 .42 .59 1.19 2 2.38 4.76 9.52 19.1 38.1 76.2 127 152 2OO DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT SAND r GRAVEL COBBLES FINE I MEDIUM 'COARSE' FINE I COARSE CLASSIFICATION SW-SM NOTES: 0.8 %Moisture Content GRAVEL 27.6 % SAND 62.7 % FINES 9.8 % BLOWS 18112' HOLE# 3 DEPTH 3 Job Number: 051.0659 IHYDROMETER ANALYSIS SIEVE ANALYSIS I 24 HR 7 HR TIME READINGS U. S. STANDARD SERIES I CLEAR SQUARE OPENINGS 45 MIN 15 MIN 6O 19 4 1MIN 2OO 1OO 5O 4O 3O 16 1O 8 4 3/8" 3/4" 1-1/2" 3" 5" 6" 8" 1OO ..__ ___ ._._.._-._.__._._...___.._..-._ _r._.I_._ I_...____-.__._._.__.-_.._._- .- T 90 l-'-----F_,____- I I 1O _._ -- l..-.._ __._-.- -- -- 8O -1 II - MII I 2O 7O --o _Ti_ ______i______________ r -_- 3O c I z (.71. 60 . — _ I 4O� `z gp - - -' - ' l -r _ I 5O,- o - __ _ _ SI I-_ 1 w w 40 ---- -- - _ -- — cc cc 3O _ __ .._-. _._. �.__ 1 I 7O _ T-'f I - _ __ T 2O -— — 1= — _ L ._ e0 1O _ ._.�_ _}. _I 90 o , . , , , — . ... r . , . . , . 1OO .OO1 .OO2 .OO5 .OO9 .O19 .O37 .O74 .149 .297 .42 .59 '1.19 2 2.38 4.76 9.52 19.1 38.1 76.2 127 152 2OO DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT SAND GRAVEL COBBLES FINE I M DIUM (COARSE' FINE I COARSE CLASSIFICATION SW-SM NOTES: 2.6 %Moisture Content GRAVEL 12.7 % SAND 76.3 % FINES 11.0 % BLOWS Bag HOLE# 3 DEPTH 18 Job Number. 051-0659 COLORADO ENGINEERING AND GEOTECHNICAL GROUP, INC. GRADATION TEST RESULTS I HYDROMETER ANALYSIS SIEVE ANALYSIS 24 HR 7 HR TIME READINGS U. S. STANDARD SERIES I CLEAR SQUARE OPENINGS 45 MIN 15 MIN 60 19 4 1MIN 200 100 50 40 30 16 10 8 4 3/Er 3(4" 1-1/2" 3" 5" 6" 8" 100 - ._ .__-_.--_.__._._ ._—__-_—_�-�_ i__— —.—._ _-- ._. 0 1 1 � - -- -- - so — — 1 L_ I 20 _ I I U 70 I 1 I 30 0 a60 ....._._.- -------------._..-_. ..------'.__..-._-.-i_------------1 _--- ------._----- _-----�--_--- 40�a. pre ----'---------------'- ------ - I /Iii/ I0 -- -- — ----I— -- --- I - - ww4O -- II I 60¢ -._-._-..-.... -- w I 70 _-_.-_..--....._-_------ 20 _ ____ ___ -.--_-__ _ .__ -_ -_ — -_-_.. __ 1 - 80 j� 1 --I-- 10 —--_...---------'--- —'-------"---._.__._-.-1.._._....-----f- ._.— -----,------ 90 ..__ 1----.j--- I — Q .001 .002 .005 .009 .019 .037 .074 .149 .297 .42 .59 1.19 2 2.38 4.76 9.52 19.1 38.1 76.2 127 152 200 DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT FINE I$A p GRV COBBLES MEDIUM ICOARSE FINE I COARSE CLASSIFICATION SM NOTES: 1.4 %Moisture Content COARSE GRAVEL 21.1 % SAND 64.5 % FINES 14.3 % BLOWS Bag HOLE# 5 DEPTH 8 Job Number. 051-0659 IHYDROMETER ANALYSIS SIEVE ANALYSIS I 24 HR 7 HR TIME READINGS U. S. STANDARD SERIES I CLEAR SQUARE OPENINGS 45 MIN 15 MIN 60 19 4 1MIN 200 100 50 40 30 16 10 8 4 3/8" 3/4" 1-1/2" 3" 5" 6" 8" 100 0 - --- _ ' ------ —._.i.._.-90 I-.. _ _ 80 I T 20 ___.-.__...__—_ ...---___..- ._._j—�-______.I__-._. .—._.-_._.- j._. 70 _ 4 1 z 60 _ _ I __-_._-� 40" a I 1 , I cc �-. soz 60 EL) 30 ______r__ -J---- a .-7= 1 i-_ 1-- IE1E1'fi 8090 0 . . r , , , 100 .001 .002 .005 .009 .019 .037 AM .149 .42 .59 1.19 2 IM 4.76 9.52 19.1 38.1' 76.2 127 152 200 DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT FINE I AMEDIUM ICOARSE FINE GRAVEL I VCOARSE COBBLES CLASSIFICATION SW-SM NOTES: 1.2 %Moisture Content GRAVEL 18.3 % SAND 72.4 % FINES 9.3 % BLOWS Bag HOLE# 5 DEPTH 18 Job Number. 051-06559 1 COLORADO ENGINEERING AND GEOTECHNICAL GROUP, INC. GRADATION TEST RESULTS ` HYDROMETER ANALYSIS SIEVE ANALYSIS I 24 HR 7 HR TIME READINGS U. S. STANDARD SERIES I CLEAR SQUARE OPENINGS 45 MIN 15 MIN 60 19 4 1MIN 200 100 50 40 30 16 10 8 4 3 8" 3 4" 1-1/2" 3" 5" 6" B" 100 0 90 _ I 1 - I 10 — 80 ----M--- --- r 20 H t'EI:I - z6O tLTifrtT aie0 r— �_ . -- — So o o W 40 - _....0 - I1IL11 i t 0 ..._.- ii r-^ 76. .001 .002 .005 .009 .019 .037 AM .149 OF .42 .59 1.19 2 4.76 9.52 19.1 38.1 76.2 127 152 200 DIAMETER OF PARTICLE$ P IN MILLIMETERS �I CLAY TO SILT I FINE I AMFQIUM JCQAR5El FINE QR IVCOARSE 1 COBBLES CLASSIFICATION SM NOTES: 2.3 %Moisture Content GRAVEL 23.3 % SAND 52.8 % FINES 23.9 % BLOWS Bag HOLE# 7 DEPTH 3 Job Number 051-0659 I HYDROMETER ANALYSIS SIEVE ANALYSIS 24 HR 7 HR TIME READINGS U. S. STANDARD SERIES I CLEAR SQUARE OPENINGS 45 MIN 15 MIN 60 19 4 1MIN 200 100 50 40 30 16 10 8 4 3 8" 3/4" 1-1/2" 3" 5" 6" 8" 100 ..............f_ .-:=1- r-.- ..-__-_r _1_.—_-......_...____ _—____.- _,_..-._._—.0 - - 1 --- so L._.__ ..-.. 1 \-1 10 I 80 _. -f _ 20 o70 — _. ----�"_— _.--I_—30 0 z — — I—50 — .—.. —--------r _"— I - -'-- -- - j--_._ ce — o _--- I 50 z w 40 , — • --r._.--. U —1— 1_— —T_ 60 cc ---- - -- — --— ----- o _ i-------- I 1 90 o „ , x , . too .001 .002 .005 .009 .019 .037 .074 .149 .297 .42 .59 1.19 2 2.38 4.76 �9 52 19.1 X38�1•76.2 127 152 200 DIAMETER OF PARTICLE IN MILLIMETERS I CLAY TO SILT I SAND GRAVEL I I COBBLES FINE MEDIUM (COARSE' FINE I COARSE CLASSIFICATION SW-SM NOTES 1.3 %Moisture Content GRAVEL 10.4 % SAND 79.4 % FINES 10.1 % BLOWS Bag HOLE# 7 DEPTH 8 Job Number. 051-0659 f V' • COLORADO ENGINEERING AND GEOTECHNICAL GROUP, INC. GRADATION TEST RESULTS I HYDROMETER ANALYSIS SIEVE ANALYSISI 24 HR 7 HR TIME READINGS U. S. STANDARD SERIES I CLEAR SQUARE OPENINGS 45 MIN 15 MIN 60 19 4 1MIN 200 100 50 40 30 16 10 8 4 3/8" 3/4" 1-112" 3" 5" 6" 8" 100 0 _ ___ __. "—._ .._ _________.______ 90 t 1 1 T20 o 70 I ___t_. I 30 c DI 1 t i z 60 - —_ 1 - 1 - - - I 40 _ _. _ _______________ w z50 .._J_- ... _—___....._...._—.-_.___.__..—_—l. 50 i- La40 _._. ____ .—.__ ..— __ __.—._._____._.�� I. 1 Lu a 1 t- I a 30 i tElitt, — r 70 I1—_^--r.. --___ --------I—if — --I---- 10 - -' 1 - 1 90 o . . , I • t _ , . ,. ( Wiz X . , . . . . . . l . , i 100 .001 .002 .005 .009 .019 .037 .074 .149 .297 .42 .59 1.19 2 2.38 4.76 9.52 19.1 38.1 76.2 127 152 200 DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT SAN JI GRAVEL COBBLES FINE I MEDIUM ICOARSEI FINE I COARSE 1 CLASSIFICATION sw NOTES: 1.0 %Moisture Content GRAVEL 18.9 % SAND 77A % FINES 3.7 % BLOWS Bag HOLE# 9 DEPTH 8 Job Number. 051-0659 Y C 4-1/2" SPIKE PRE-DRILL NAIL 0 " HOLES 2X4 WALL STUDS DO NOT CAULK T� jI I/2" DRYWALL EDGE OF MOLDING. FLOATING PLATE MOLDING NAIL MOLDING TO STATIONARY r ��d'� STATIONARY BOTTOM PLATE BOTTOM PLATE N Q Ii I ONLY. p0 NOT \ I/2" DRYWALL SHIM ATTACH TO ! e FLOATING PLATE, ., „ / ►� ,��s'��►�� FINISHED FLOOR CONCRETE SLAB . Q a4 . . a . 4 . 4 ° NOTES; 1.NAIL MOLDING TO STATIONARY BOTTOM PLATE ONLY. DO NOT ATTACH TO FLOATING PLATE. 2.DO NOT CAULK THE TOP EDGE OF MOLDING. 3.PROVIDE A MINIMUM OF I-I/2" OF FLOAT BETWEEN PLATES. 4.DRYWALL SHOULD NOT EXTEND BELOW THE LOWER EDGE OF THE FLOATING PLATE. MAINTAIN A I-I/2" GAP BETHEEN THE LOWER EDGE OF THE DRYWALL AND THE TOP EDGE OF THE DRYWALL SHIM. 5.PROVIDE AT LEAST A I/2" FLOAT BETWEEN THE BOTTOM OF DOOR FRAMES AND THE FLOOR SLAB. 6.FAILURE TO PROPERLY INSTALL THE FLOATING WALL GAN LEAD TO HARPED DOOR FRAMES, AND COSMETIC CRACKING ALONG WALLS THROUGH OUT THE ENTIRE STRUCTURE. FLOATING WALLipo �-�w1�...r.� CASTLE ROCK OFFICE WNER/BUILDER:Supreme Custom Homes --CO O/Ail1O En IS 5. G1lberk Street B ADDRESS: 636 S. Fulton Ave. JOB s: 051 ABS8 Engineering CASTLE ROCK, GO 80104 s c�or""'<<6;��.:i Group Inc (505) 688-9415 r 1 FOUNDATION WALL SPREAD FOOTING TYPE COMPACTED FILL WALL ON GRADE TYPE (9a% OF DI551) EXPANSION JOINT FILTER FABRIC EXPANSION JOINT PLACE TOP OF PIPE BELOW BOTTOM OF C.:r• FLOOR FLOOR FOOTING OR HALL �a AT 'HIGH POINT" • ,• A 45• — GRAVEL - MINIMUM •. • FOOTING •': .,' a'�'0 10t - TO 4' ABOVE MIN MUM 45 DEGREES FROM HALL ON GRADE a••! PIPE 5' MIN. DIA. I PERFORATED PIPE I t,5 • POLYETHYLENE FILM. MINIMUM 45 DEGREES MOP TO WALL AND CARRY FROM FOOTING BENEATH GRAVEL AND PIPE I. Gravel size shall not be less than 1/2" in diameter and not greater than 11/2" In diameter. 2. Diameter of perforated pipe varies with amount of seepage expected, three inch diameter Is most common. 5. Pipe shall be laid at a minimum grade of I" In 1O'. 4. Outfall to be unobstructed, gravity outfall If possible. Use sump and pump only If gravity outfall does not exist. Discharge portion of pipe shall be non perforated past area to be drained. Owner is responsible to maintain dayllghting of drain. 5. Exterior earth backfill material should be compacted to at least 80515 maximum modified proctor density In the upper three feet of fill. 6. Filter fabric shall be mirafi 140 s or equivalent. 1. Drain pipe shall be laid below area serviced or protected, as shown In detail above. S. Mop polyethylene film to wall and carry beneath gravel and pipe. 4. The polyethylene film shall be continued to the edge of the excavation. NOTE: CONTACT THIS OFFICE FOR DENSITY TESTING. PERIMETER DRAIN CASTLE ROCK OFFICE INNER/BUILDER:Supreme Custom Homes 15 S. Gilbert Street B ADDRESS: 636 3. Fulton Ave. JOB *: 051-0659 C. • • • • E)f •/h ' ' • CASTLE ROCK, CO 80104 (3O3) 685-9475 TEST BORING: 1 TEST BORING: 2 TEST BORING: 3 TEST BORING: 4 DATE: 08/31/2005 DATE: 08/31/2005 DATE: 08/31/2005 DATE: 08/31/2005 E Z d 0 W 1 z yy P N1W yy ... W 2 N ••z Wa 3 _ � W z - F = U1 ; N F i- I< N 3 �_ i- d »_ 3 d � 3 I- 0. w 3 a an O a 2 a D. 2 O a 2 - O W 4 0 a a W 4 0 a O III 40 a 5 111 4 0 J O SOIL DESCRIPTION a O 2 m R SOIL DESCRIPTION a W 2 m to SOIL DESCRIPTION a t0 2 m y SOIL DESCRIPTION 0 N 2 m 0 0-18' WELL-GRADED SAND - °O 0-28' WELL-GRADED SAND o° 0-18' WELL-GRADED SAND )OC 0-18' WELL-GRADED SAND :a< with SILT and GRAVEL moo° with SILT and GRAVEL °o with SILT and GRAVEL _°< with SILT and GRAVEL :oc GRAIN:FINE—COARSE °o GRAIN:FINE-COARSE o° GRAIN:FINE-COARSE :o< GRAIN:FINE-COARSE -:o< DENSITY: MEDIUM DENSE 3-� 1 8 12 $M MOISTURE: LOWt DENSE to HIGH 3 0o DENSITY:MOISTURE:MEDIUM DENSE 3'0' DEMOISTURE:RESITY: µLOWM DENSE 3�o< MOISTURE: LOW CLAY:LOW o0 12 CLAY:LOW —cog CLAY:LOW ,°< CLAY:LOW :o< PLASTICITY: NON -bo PLASTICITY: NON °O PLASTICITY: NON 0.8 18 SW PLASTICITY: NON I°< COLOR: TAN 6 �oo COLOR: TAN 6,00 COLOR: TAN 6�oo< 12 SM COLOR: TAN 6 X00' O O > < o O° °O >°< o< O O < �• 1.2 GRAB SM oo �ioi o� 9 -,0 9 -°o g �oQ 9 Io< O °o >°c o< —o oo i°c o< o —O >°< roc 12-0 1200 12�)°< 12-)0≤ O O > < o ''O -OO mot -4ot O O > < o 15-° 15�°o° 15-0o< 15-yoc O O > c O O °O 1°< lo( -o �°o -1°< -)o< O O O > < 18-ga 1.3 GRAB SW 18-00 18,°c SW 18 '°' SM °O 2.6 GRAB SM O - GROUNDWATER WAS ENCOUNTERED 1 - - BELOW A DEPTH OF 20'. 21 - 21 00 21 - 21 - o° - -00 - - o° O 24- 24-00 24- 24- OO OO 27- 27-00 27- 27- - S 8.5 GRAB SM - - 30- 30- 30- 30- BORING LOG 1`a`-� CASTLE ROCK OFFICE Colorado Engineering 15 South Gilbert Street OWNER/BUILDER: Supreme Custom Homes 9 9 CASTLE ROCK, CO 80104 JOB ADDRESS: Fulton Village JOB # 051-0659 t s coo t h,,i'7Or con Inc — (303) 688-9475 9 ' TEST BORING: 5 TEST BORING: 6 TEST BORING: 7 TEST BORING: 8 DATE: 08/31/2005 DATE: 08/31/2005 DATE: 08/31/2005 DATE: 08/31/2005 E 0 vi R C Z .y EW 3 -. 4.�. P ILL 41 2 -. 4.y E III m U 4. 4. F- 0. R 3 j l- d el 3 j I- 4 0 3 J I- d N 3 a O SOIL DESCRIPTION 0 in 2 m top SOIL DESCRIPTION O aN 2 m N SOIL DESCRIPTION O a t a co SOIL DESCRIPTION 0 » Te m me 0-18' WELL—GRADED SAND 100g 0-28' WELL—GRADED SAND o° 0-18' WELL—GRADED SAND 'o( 0-18' WELL—GRADED SAND >0c with SILT and GRAVEL moo with SILT and GRAVEL oo with SILT and GRAVEL >o< with SILT and GRAVEL y0� GRAIN:FINE—COARSE °O GRAIN:FINE—COARSE o 43° GRAIN:FINE—COARSE >o( GRAIN:FINE-COARSE >°< DENSITY: MEDIUM DENSE 3 -0o DENSITY: MEDIUM DENSE 3X00 DENSITY: MEDIUM DENSE 3�g< DENSITY: MEDIUM DENSE 3 Jo( MOISTURE: LOW o° MOISTURE: LOW to HIGH °o MOISTURE: WW >°< MOISTURE: LOW >o( CLAY:LOW o0 CLAY:LOW o0 CLAY:LOW J+°< CLAY:LOW poi PLASTICITY: NON �°o PLASTICITY: NON °o PLASTICITY: NON 2.3 GRAB SM PLASTICITY: NON >o( , COLOR: TAN 6 X00 6 — 0 COLOR: TAN 0 COLOR: TAN 6 roc COLOR: TAN 6 yon o O > < >0 O° °O 0< _r>rp0< �• 1.4 GRAB SM '00 1.3 GRAB SW D°< 9 �o g �o0 9 -)oc SM 9 --�0c �o 00 �0c 4°( 0 12-00 12 000 12- 12—)0` 0 0 >o< >°c o° °o > < moo( -°0 0° �0( >0< 15-00 1500 15-40c 15 °≤ 00 18-Pig 1.2 GRAB SM 18 0 1812 1 �18 ' S0o - GROUNDWATER WAS ENCOUNTERED 1 - 21 — BELOW A DEPTH OF 20'. 21 00 21 - 21 - 00 — _O0 — — o 24— 240 24- 24- 00 — moo° — — o° 0 o 27- 27-00 27-, 27- oII 30- 30- 30- 30- BORING LOG CASTLE ROCK OFFICE 15 South Gilbert Street OWNER/BUILDER: Supreme Custom Homes C' 'f• ' ' En '%h Ilf: • CASTLE ROCK, CO 80104 JOB ADDRESS: Fulton Village JOB # 051-0659 s c aiaA„ < i c,.,.,F, /,,; (303) 688-9475 LARGE MAPS AVAILABLE FOR VIEWING AT THE CLERK TO THE BOARD'S OFFICE, IN THE PUBLIC REVIEW FILE. 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