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Home My WebLink About851335.tiff B 1073 REC 02013394 06/14/85 10: 14 $0. 00 1/002 F 0230 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO AR2013394 RESOLUTION RE: APPROVE S #246 - TEXACO REFINING AND MARKETING, INC. WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS , the Board of County Commissioners has reviewed the request of Texaco Refining and Marketing, Inc. for a Minor Subdivision for three lots, pursuant to the requirements of Section 12-3 G of the Weld County Subdivision Regulations, and WHEREAS, said request is for property being described as follows: Part of the E' NE' , Section 10 , Township 2 North, Range 68 West of the 6th P.M. , Weld County, Colorado WHEREAS, the Board deems it advisable to approve said request for a Minor Subdivision for the following reasons: 1 . The Minor Subdivision conforms with the requirements of Section 12-3 G of the Weld County Subdivision Regulations. This section incorporates the review criteria of Section 5-4 A of the Weld County Subdivision Regulations. a) Adequate water and sanitation services will be provided. b) No danger to human life or structures resulting from soil erosion, soil instability, air pollution, or unreasonable highway congestion will occur. c) No unreasonable burdens will be placed on education or local governments to provide services. d) No undue adverse effects on scenic, historical, or natural areas, wildlife habitat, or agricultural lands will occur. 2 . The referral entities reviewed this request and set forth no objections. It /7.229 Mf 41 851335 it( @ \ /'" } 4 /✓ .Av 1 02013394 06/14/85 4 F 0231 MARY B 1073 REC CO $0. 00 , Co Page 2 RE: S #246 - TEXACO REFINING WHEREAS, the approval of the Board is subject to the following conditions: 1 . The applicant shall address the specific concerns and recommendations of the Longmont Fire Protection District, Colorado Geological Survey, and Weld County Engineering and Health Departments at the time of Site Plan Review submittal. 2 . No building or electrical permits for new construction shall be issued on the subject property until the Site Plan Review has been approved and the Minor Subdivision Plat has been delivered to the Department of Planning Services ' Office for recording. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the request for S #246 , Minor Subdivision for three lots , submitted by Texaco Refining and Marketing, Inc. be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that said approval is subject to the conditions hereinabove listed. The above and foregoing Resolution was, on motion duly made and s, adopted by the following vote on the 29th day of May, A.D. ' 5XY i A ft �j�" BOARD OF COUNTY COMMISSIONERS ATTEa: 4-t WELD COUNTY, COLORADO Weld and Recorder ` and C9 `e Board J. u ine J son , Chairman BY: P,2t2/2// Gene R. Brantne�Tem y9C'ountClerk EXCUSED APPROVED AS TO FORM: C.W. stir C.I .L- :C:)..4)--/-167/) , County Attorney / Frank Yama chi BERORE THE WELD COUNTY, COLORADO PLANNING COMMISSION RESOLUTION OF RECOMMENDATION TO THE BOARD OF COUNTY COMMISSIONERS Moved by Doug Graff that the following resolution be introduced for passage by the Weld County Planning Commission. Be it Resolved by the Weld County Planning Commission that the application for: CASE NUMBER: S-246:85:3 NAME: Texaco Refining and Marketing, Inc. ADDRESS: P.O. Box 2420, Tulsa, Oklahoma 74102 REQUEST: Minor Subdivision approval for three (3) lots. LEGAL DESCRIPTION: Part of the Ek NE', Section 10, T2N, R68W of the 6th P.M. , Weld County, Colorado LOCATION: The southwest corner of I-25 and State Highway 119 be recommended favorably to the Board of County Commissioners for the following reasons: 1. The Minor Subdivision conforms with the requirements of Section 12-3 F. of the Weld County Subdivision Regulations. This section incorporates the review criteria of Section 5-4 A. of the Weld County Subdivision Regulations. - Adequate water and sanitation services will be provided; - No danger to human life or structures resulting from soil erosion, soil instability, air pollution, or unreasonable highway congestion will occur; - No unreasonable burdens will be placed on educational or local governments to provide services; and - No undue adverse effects on scenic, historical, or natural areas, wildlife habitat, or agricultural lands will occur. 2. The following referral entities have reviewed this request and set forth no objections. - Colorado Geological Survey; - Weld County Health Department; �YQ / IA) C� S-246:85:3 Texaco Refining and Marketing, Inc. May 21 , 1985 Page 2 - Colorado Department of Highways; - Longmont Soil Conservation District; - Weld County Engineering Department; - Longmont Fire Protection District; and - Colorado Department of Health. The Weld County Planning Commission's recommendation for approval is conditional upon: 1. The applicant addressing the specific concerns and recommendations of the Longmont Fire Protection District, Colorado Geological Survey, and Weld County Engineering and Health Departments at the time of Site Plan Review submittal. 2. No building or electrical permits for new construction being issued on the subject property until the Site Plan Review has been approved and the Minor Subdivision Plat has been delivered to the Department of Planning Services' office for recording. Motion seconded by Paulette Weaver. Vote: For Passage Against Passage Doug Graff Paulette Weaver Louis Rademacher Jack Holman Sharon Linhart The Chairman declared the Resolution passed and ordered that a certified copy be forwarded with the file of this case to the Board of County Commissioners for further proceedings. S-246:85:3 Texaco Refining and Marketing May 21, 1985 Page 3 CERTIFICATION OF COPY I, Bobbie Good, Recording Secretary of the Weld County Planning Commission, do hereby certify that the above and foregoing Resolution is a true copy of the Resolution of the Planning Commission of Weld County, Colorado, adopted on May 21, 1985, and recorded in Book No. IX of the proceedings of the said Planning Commission. Dated the 22nd day of May, 1985. ao\,t, qo©\ Bobbie Good, Secretary INVENTORY OF ITEMS SUBMITTED FOR CONSIDERATION Case Number Z-4{o •05 3 Submitted or Prepared Prior to Hearing At Hearing 1. Application 1.12(�V Pages 2. Z Application plat(s) Z/ page(s) 3. DPS Referral Summary Sheet .0/ 4. PPS Recommendation ✓ 5. DPS Surrounding Propery Owner Mailing List 6. DPS Mineral Owners Mailing List 4/ 7. 3 DPS Maps Prepared by Planning Technician 8. DPS Notice of Hearing ✓ 9. DPS Case Summary Sheet ✓/ 10. DPS Field Check 11. DP5 Its - St...ww .aory ✓ 12. V1/4•11‘I YV ift. S1A elq,1 �_ ✓ 13. Ehovv.<tra o.A.V 44t5I06 V 1 14. PC._ w‘<w. ee 1,.t\ 4jtlle5 ✓ 15. \..w.o\vnw.k SGS Vv\e4e'( 5/%105 16. C&S Vats' 5/10165 • 17. C„O.A . \.e 3hs I e>S \// 18. W CS\ O nhew o CM/es 19. P\104oyva p4� Swbw.\aeR� \PI AteIC1w� ✓ 20. Final- 1 1VAtwaji S L�^-'\ Ate 407 I hereby certify that the IC) items identified herein were submitted to the Department of Planning Services at or prior to the scheduled Planning Commission hearing. I further certify that these items were forwarded to the Clerk to the Board's office on m0..\\ 2b1 igS5. vcL Current Planner STATE OF COLORADO ) ) COUNTY OF WELD ) ((�� SUBSCRIBED AND SWORN TO BEFORE ME THIS 2 ? DAY OF f01 192 5-, SEAL . . - sly NOTARY PUBLIC My Commission Expires Nov. 2, 1986 MY COMMISSION EXPIRES_____ '" !i 1 a -. I i III r Illt;* r., 4 aiiii M1I 4' ' r 111: 4 - � i -' i°� a (1 1 i 1 ifi :..1:1: .w_ ` Texaco USA Hi PoA P.Fsa OK -4'i 3'.S 300 6000 May 22, 1985 Mr. Wes Potter, Director Health Protection Service Weld County Health Department Weld County Colorado 1516 Hospital Road Greeley, Colorado 8063L Dear Mr. Potter: Reference our proposed joint venture with McDonald's Corporation in proposed construction of a Fuel Center/Restaurant Complex in the Southwest Quadrant of I-25 and Colorado Hwy. 119, near Longmont, Colorado. This is to advise that when the Sanitation District becomes a reality and the sanitary sewer system is in place, Texaco is in total agreement to discontinue use of the existing on site sewage treatment facilities and to tie into the new system. Sincerely, TEXAC ING AND MARKETING INC. R. E. BURKMAN REB/scu cc: Chuck Cunliffe, Director Department of Planning Services Weld County Colorado 915 10th Street Greeley, CO 80631 JJ V �_%I i.\'TJ "l I\J '( 2 J 1935 Weld Co. Planning Cammissiou rr, McDonald's Corporation n +J 5700 South Quebec Street i Suite 225 I MCDOnaId S Englewood,Colorado 80111 .11: 303/779-0444 May 20, 1985 Weld County Environmental Health Department 1516 Hospital Road Greeley, CO 80631 Attn: Wes Potter . Director RE: McDonald's Restaurant I-25 & Hwy. 119 Del Camino Longmont, Colorado . Dear Mr. Potter: This is to advise you that if a sewer district is formed and a sanitary sewer line is installed in Turner Boulevard, adequate for our use, as proposed, we will participate and hook our wastewater line to it. Sincerely, Jim Clark Senior Construction Engineer JC:CMC cc: Chuck Cunliffe Director of Planning, Weld County 0682H/3 '',IY 211985 EJ Weld Co. Planning Commission Texaco USA PO Box 2120 Tulsa OK 74102 918 560 6000 May 22, 1985 Mr. William R. Emerson Fire Marshall Longmont Fire Protection District 9119 County Line Road Longmont, CO 80501 Dear Mr. Emerson: This is to confirm our conversation this afternoon regarding our joint venture with McDonald's in the southwest quadrant of I-25 and Colorado Highway #119, near Longmont, Colorado. - Please be advised that Texaco/McDonald's is agreeable to replacing the existing fire hydrant at the corner of Colorado Highway #119 and Turner Boulevard. Plus provide two (2) additional fire hydrants per your direction, south along Turner Boulevard. If there are any questions, please feel free to contact this office or the people on the enclosed sheet who will be responsible for the construction of the new facilities. Thanks. Sincerely, TEXACO REFINING AND MARKETING INC. R. Burkman Distribution Development Representative REB/plh Enclosure cc: Chuck Cunliffe, Director L/ Department of Planning Services Weld County, Colorado 915 10th Street Greeley, CO 80631 L:Y 2 31985 LA Weld Co. Planning Commission • Jim Edwards, Engineer Texaco Refining and Marketing Inc. 3460 Fox Street Denver, CO 80216 (303) 458-8776 • Jim Clark, Engineer McDonald's 5700 S. Quebec Street Suite 225 Englewood, CO 80111 (303) 779-0444 • L: ;r' 219&5 r — Weld Co. Planning Commission - '. , Date: May 21, 1985 CASE NUMBER: S-246:85:3 NAME: Texaco Refining and Marketing, Inc. ADDRESS: P.O. Box 2420, Tulsa, Oklahoma 74102 REQUEST: Minor Subdivision approval for three (3) lots. LEGAL DESCRIPTION: Part of the Eli NE1, Section 10, T2N, R68W of the 6th P.M. , Weld County, Colorado LOCATION: The southwest corner of I-25 and State Highway 119 THE DEPARTMENT OF PLANNING SERVICES STAFF RECOMMENDS THAT THIS REQUEST BE APPROVED FOR THE FOLLOWING REASONS: 1. The Minor Subdivision conforms with the requirements of Section 12-3 F. of the Weld County Subdivision Regulations. This section incorporates the review criteria of Section 5-4 A. of the Weld County Subdivision Regulations. - Adequate water and sanitation services will be provided; - No danger to human life or structures resulting from soil erosion, soil instability, air pollution, or unreasonable highway congestion will occur; - No unreasonable burdens will be placed on educational or local governments to provide services; and - No undue adverse effects on scenic, historical, or natural areas, wildlife habitat, or agricultural lands will occur. 2. The following referral entities have reviewed this request and set forth no objections. - Colorado Geological Survey; - Weld County Health Department; - Colorado Department of Highways; - Longmont Soil Conservation District; - Weld County Engineering Department; - Longmont Fire Protection District; and - Colorado Department of Health Y - S-246:85:3 Texaco Refining and Marketing, Inc. Page 2 The Department of Planning Services staff recommendation for approval is conditional upon: 1. The applicant addressing the specific concerns and recommendations of the Longmont Fire Protection District, Colorado Geological Survey, and Weld County Engineering and Health Departments at the time of Site Plan Review submittal. 2. No building or electrical permits for new construction being issued on the subject property until the Site Plan Review has been approved and the Minor Subdivision Plat has been delivered to the Department of Planning Services' office for recording. r'1+ W: '!np' 'R, .ie!jr " "'^' `a ''Yd, L r1n W 4:yi !f' +�i' R",> tla > `ia ,;4a! , T• R+'� ro r A,...",4"1', r q 4Y 91y�r } prF• _,,t. a ` ,• q P "5'''f""��' , , + , y �'s '� r 1`.i' l s { (( titt } 7-441;"4,. r'.tf' -;#1,,u/7,. .. r ,. r A _ �' r ah4 a t ' ( r ' '/ r c � Vy r ,t L4 wr'� Vi. L .r•yr. 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STATEMENT FOR SUBD1 to , ,. tfLIMINAR: PLAT The following record of utilities shall he processed by the subdivider or his representative as required in Section 5-2D. of the Weld County Subdivision Regulations. NAME OF SUBDIVIDER OR DEVELOPER Texaco Inc. Name of Subdivision STAR CENTER MINOR SUBDIVISION Agent/Owner Texaco & McDonalds Name & Address Richard Irving 793-4181 Tech Center, 'Denver, Colo. ' - ELECTRIC UTILITY COMPANY — Union Rea Electric Approved bye 0-4 it L, 676.v C' LJ,cJ • /J- Xs- (Name) / (Title) (Date) Subject to 6,, -�i,� t.Q,�/,e-t, r e. �- Disapproved by (Name) (Title) (Date) WATER — Left Hand Water Supply /� �j Approved by /Yj • 6:4 C ttnsX //leh, y �J ?5 (Name) (Title) (Date) Subject to 1 " J -�tiv�-�-t t�C.d / j .2 ;c ono esz!//Nexl. Disapproved by• (Name) (Title) (Date) SEWER - Texaco - On-Site System (�.( Approved !{��` � � yf� I C�c ev Li/as (Name) (Till (Date) Soh-ject to _ Disapproved by (Name) (Title) (Date) TELEPHONE COMPANY Mountain Bell Telephone n Company Approved by ^' Y) fa /'753T mai.? .�/�21L /7 /98S care (Title) (Date) • Subject to A,wj /cvetq) Disapproved by (Name) (Title) (Date) • GAS COMPANY - Rock Mount in Natural Gas Company Approved by , 0r/ o4g4./, * -./1;-.PIS Name (Title) �/ (Date) Subject to Disapproved by (Name) (Title) (Date) FIRE DISTRICT - Longmont Rural Fire Protection District Approved by Z12J „� uo-tD — /5/e . /1/44-s-4444 5f— /7- 6S (Name) ! (Title) (Date) Subject to A?/5=ti•advd ofi / L /91-11A's ,cr/t ,gorv< Ft/ZS fteeG£c7104 Disapproved by (Name) (Title) (Date) / REFERRAL LIST APPLICANT: Texaco Refining and Marketing, Inc. NUMBER: S-246:85:3 SENT REFERRALS OUT: April 25, 1985 REFERRALS TO BE RECEIVED BY: May 10, 1985 NO SR NR NO SR NR ./ X County Attorney J X Longmont SCS 9595 Nelson Road X Weld County Health Dept. Box D J Longmont, CO 80501 X Engineering Department / X Julia Turney County Extension Agent CGS 1313 Sherman Street _ Office of Emergency Mngmt Room 715 Denver, CO 80203 X Louis Rademacher Planning Commission Member ✓ X William R. Emerson, Capt. _ 13184 Weld County Road 13 Longmont Fire Protection Dist. Longmont, Colorado 80501 9119 County Line Road Longmont, CO 80501 _ State Engineer Division of Water Resources 1313 Sherman St. , Room 818 Denver, CO 80203 ✓ X State Highway Department 1420 2nd Street Greeley, CO 80631 X Colorado Department of Health Water Quality Control Division 4210 East 11th Avenue Denver, CO 80220 _ City of Greeley Planning Department 919 7th Street Greeley, CO 80631 Tri Area Planning Commission P.O. Box 363 Frederick, CO 80530 l �.%"".." ( - k%AAn).-w..QA)ill $ " DEPARTMENT OF PLANNING SERVICES s ` PHONE(303)356-4000 EXT. 4400 K �i 915 10th STREET �� '�� CREELEY,COLORADO 80631 lig z u'u ^f 1 4 t ' ' C • CASE NUMBER S-246:85:3 COLORADO April 24, 1985 TO WHOM IT MAY CONCERN: Fnclosed is an application from Texaco Refining and Marketing, Inc. , for a minor subdivision. The parcel of land is described as part of the Ell NE14, Section 10, T2N, R68W of the 6th P.M. , Weld County, Colorado. The location of the parcel of land for which this application has been submitted is approximately three (3) miles northwest of Firestone; south of State Highway 119 and west of I-25. This application is submitted to your office for review and recommendations. Any comments or recommendations you consider relevant to this request would be appreciated. Your prompt reply will help to facilitate the processing of the proposal and will ensure prompt consideration of your recommendations. If a response from your office is not received within fourteen (14) days of mailing from our office, it may be interpreted to mean approval by your office. If you are unable to respond within the fourteen (14) days (but wish to do so at a later date) please notify our office to that effect. / Check the appp s below and return to our address listed above. Please reply ay 10, 1985 that we may give full consideration to your recommendation.Than you very much for your help and cooperation in this matter. L...----- (Tinct Ora•na.5 -c 3-l. ,.4 l." We have reviewed the proposal and find no conflicts with our interests. 2. A formal recommendation is under consideration and will be submitted prior to . 3. Please refer to the enclosed letter. Signed: Agency: Date: 4.3 1.85— Itiii2,..Sa.. iett„S2.4 ., 7---„,„,,„ . Michael S. MullenLi Current Planner '-'OD 291985 L Weld Co. Planning Commission • f ,1•-••• C- C FIELD CHECK FILING NUMBER: S-246:85:3 DATE OF INSPECTION: (1 -i2 7- S..- NAME: Texaco Refining and Marketing, Inc. (Star Center Minor Subdivision) REQUEST: Minor Subdivision LEGAL DESCRIPTION: Part of the Ell NE1, Section 10, T2N, R68W of the 6th P.M. LAND USE: N S «C 1.. ✓ , 1! 1.ti E .. .,.c ,✓-CS. / -- S ,7—c 011 .-JG'ac .. W 71?- -CL -✓ z� crl —' I Otc i ri ZONING: N 7 LOCATION: Approximately 3 miles northwest E cc« «(' of Firestone: south of State Highway 119 S - and west of I-25 W COMMENTS: ( GG � � t j/fLG�iCc. 414: 2h1 % C 2--triCc4 L�-C.'1(eh �—�L -nct-rc + 'l,G�>� /y'�� il c:,LCA' .& (_[Lcr ._Q.- (a C.CN-v- 7�' �)L.o wS/ti.C , Weld Co. Plaonmg Commlulolt BY:,' s-c e-ce- , cC%Cer-r:—>-11--_ • Longmont Soil Conservation District 9595 Nelson Road, Box D - Longmont, Colorado 80501 May 1, 1985 Mr. Michael S. Mullen, Current Planner Weld County Department of Planning Services 915 10th Street Greeley, CO 80601 Re: S-246:85:3 - Texaco Refining & Marketing, Inc. Dear Michael: The site of the proposed Texaco Refining and Marketing subdivision is located on Aquolls and Aquepts soils. These soils experience frequent seasonal flooding April, May and June. There is a prominent water table at a depth of six inches to 1-1/2 feet. With the water table this close to the ground surface, the potential for frost action is high. Sewage facilities and buildings will have severe limitations on this site due to the high water tables, flooding and the high frost action potential. Construction materials such as concrete and steel tend to corrode rather quickly because of the high moisture content of the soil. If we can be of further assistance, please feel free to contact us. Thank you for the opportunity to comment on this development. Sincerely, Cam, ?. 4 Alva M. Dodd, Jr. President 1,717 03198 Weld Co. Planning Commission CONSERVATION - DEVELOPMENT - SELF-GOVERNMENT 'ro � oto�� !)O WE-85-0013 4oF y O RICHARD D.LAMM * nl, pjr\ * JOHN W. ROLD GOVERNOR # * DIRECTOR /876 s COLORADO GEOLOGICAL SURVEY DEPARTMENT OF NATURAL RESOURCES 715 STATE CENTENNIAL BUILDING-1313 SHERMAN STREET DENVER,COLORADO 80203 PHONE(303)866-2611 May 10, 1985 Mr. Michael S. Mullen ti- --•--y Weld County Department of Planning Services raj; �l „)I.WV) 915 10th Street Greeley, Colorado 80631 ::: 1 )525 Dear Mr. Mullen: We'd Cn. Plannmk cummissw RE: STAR CENTER MINOR SUBDIVISION We have reviewed the plat, soils and foundation investigations, and attendant information for the proposed subdivision. It appears from the application that one lot will be developed into a gas station and one lot into a restaurant. This area is underlain by porous sand and gravel deposits and groundwater levels within seven (7) feet of the surface. These conditions can effect the underground storage tanks and on-lot sewage disposal for the buildings. The shallow ground water levels can contribute to tank corrosion. The porous sand and gravel deposits and shallow water levels would allow leaking tanks to easily contaminate ground water supplies. We recommend that the Oil inspection Section of the Department of Labor and Employment be consulted for underground storage tank design requirements. Additionally, we recommend that impermiable tank containers and monitoring wells be considered for this site. The application material indicates that on-lot septic systems will be used for the development. The fast percolation rate of sand and gravel deposits and seasonally shallow ground water levels can preclude the use of standard on-lot leachfields. We recommend that engineered septic systems be used for this site. The soil and foundation report recommendations for foundation design should be closely observed. We have no objection to construction of the proposed restaurant. We do not recommend approval of the gas station construction unless safe tank design can be developed for the site. Sincerely, Julia E. Turney GEOLOGY Engineering Geologist STORY OF THE PAST. ..KEY TO THE FUTURE • COLORADO DEPARTMENT OF HEALTH Richard D. Lamm " ''" " * Thomas M.Vernon, M.D. Governor 18 q6 Executive Director March 15, 1985 CERTIFIED MAIL NO: P555466691 Texaco, Inc. - Del Camino Truck Stop P.O. Box 2100 Denver, CO 80201 RE: Administrative Extension/Temporary Permit for Texaco, Inc. - Del Camino Truck Stop CDPS Permit No. CO-0029343 Boulder County Gentlemen: The discharge permit issued to you for your facility is due to expire, or did expire on March 31, 1985. The Water Quality Control Division is in the process of issuing you a new permit, but the review procedures required by law have not been completed. Accordingly, we are giving you notice by this letter that your previous permit remains in effect under Section 104(7) of the Administrative Procedures Act, CRS 1973, 24-4-101, et seq (1982 repl. vol. 10). All effluent limitations, monitoring requirements, and other permit terms and conditions will remain in effect until your new permit is issued and in effect. Sin5erely, 444Difect0r Water Quality Control Division GGB/KY/lc xc: Permits Section, Environmental Protection Agency Derald Lang, D.E. , Field Services and Monitoring Section, WQCD Stan May, Field Services and Monitoring Section, WQCD Ginny Torrez, Permits and Enforcement Section, WQCD I lE 1985 \\ Mum Cons.° Weld Co. 4210 EAST 11TH AVENUE DENVER.COLORADO 80220 PHONE (303) 320-8333 46!1/ mi ernoRAn®Urn To Planning Date 5/15/85 COLORADO From Wes Potter, Health Protection Services Wel 1 ck Subject Texaco Star Center Minor Subdivision The proposed changes in the proposal appear to be acceptable with no real problems. The septic service for the facility is a small package plant that was previously approved by this department and the state health. There is a discharge permit required for the facility and this will have to be reviewed by the state health water quality division. D ii1i[7E 1€ 1985 Weld Co. Planning Commission LAND-USE APPLICATION SUMMARY SHEET Date: May 14, 1985 CASE NUMBER: S-246:85:3 NAME: Texaco Refining and Marketing, Inc. ADDRESS: P.O. Box 2420, Tulsa, Oklahoma 74102 REQUEST: A Minor Subdivision (3 lots) LEGAL DESCRIPTION: Part of the E5 NE1, Section 10, T2N, R68W of the 6th P.M. , Weld County, Colorado LOCATION: The southwest corner of I-25 and State Highway 119 SIZE OF PARCEL: 9.8738 acres POSSIBLE ISSUES SUMMARIZED FROM APPLICATION MATERIALS: The criteria for review for Minor Subdivisions are listed in Section 12-3 F. of the Weld County Subdivision Regulations. Our office has not received any objections to this request from surrounding property owners. ( t . DEPARTMENT OF PLANNING SERVICES Ist ( PHONE(303)356-4000 EXT.4400 915 10th STREET I"�- \ GREELEY,COLORADO 80631 �� K, ill : . c COLORADO NOTICE OF PUBLIC HEARING The Weld County Planning Commission will conduct a public hearing on Tuesday, May 21, 1985, at 1:30 p.m. to review a request for approval of a minor subdivision from Texaco Refining and Marketing, Inc. on a parcel of land described as part of the F'5 NEB, Section 10, T2N, R68W Weld County, Colorado, containing 10 acres, more or less. The public hearing to be held by the Weld County Planning Commission for the consideration of the above referenced request will be conducted in the Weld County Commissioners' Hearing Room, First Floor, Weld County Centennial Center, 915 Tenth Street, Greeley, Colorado. Comments or objections related to the above request should be submitted in writing to the Weld County Department of Planning Services, 915 Tenth Street, Room 342, Greeley, Colorado 80631, before the above date or presented at the public hearing on May 21, 1985. Copies of the application are available for public inspection in the Department of Planning Services, Room 342, Weld County Centennial Center, 915 Tenth Street, Greeley, Colorado, - Phone - 356-4000, Extension 4400. Robert E. Ehrlich, Chairman Weld County Planning Commission To be published in the La Salle Leader To be published one (1) time by May 2, 1985 Received by: .*.4 tLf (oleet�� Pate: L i,„ riiJ/ _ • . MAILING LIST Texaco (Star Minor Subdivision) S-246 Schrader Oil Company 320 North College Avenue Fort Collins, Colorado 80524 David E. Camenisch Gloria Camenisch Dawna Camenisch Waneka 3598 Highway 119 Longmont, Colorado 80501 Mobile Home Properties, Ltd. DBA River Valley Mobile Home Park 3924 Highway 119 Longmont, Colorado 80501 Rite-A-Way Industries, Inc. c/o Joel Wiens P.O. Box 760 Kimball, Nabraska 69145 Duane and Mary K. Dezell 1315 Hilltop Drive Longmont, Colorado 80501 Two-95 (295) Corporation c/o Grant Brothers P.O. Box 948 Longmont, Colorado 80501 Schmoll Construction, Inc. 3024 Highway 10 E Route 3 Billings, Montana 59101 I. S. Dalton Company 445 Karsh Drive Longmont, Colorado 80501 Mary B. Taggart 150 Sunlight Circle Livermore, Colorado 80536 Guy T. and Edna M. Bixby 5905 Sunny Slope Drive Fort Collins, Colorado 80526 MAILING LIST Texaco (Star Minor Subdivision) S-246 Page 2 Grant Brothers P.O. Box 948 Longmont, Colorado 80501 Chevron USA, Inc. Property Tax Section P.O. Box 7611 San Francisco, California 94120 Clarence J. and Vivian P. Evers 1203 Princeton Court Longmont, Colorado 80501 Ronald L. and Darlene F. Fahrenholtz 1119 Windslow Circle Longmont, Colorado 80501 Musket Corporation Property Tax Consultants 3336 East 32 Street - Suite 217 Tulsa, Okalahoma 74135 Milton L. and Edwin S. Kahn 6750 East Eastman Avenue Denver, Colorado 80224 . . MAILING LIST Mineral Owners Texaco (Star Minor Subdivision) Texaco, Inc. P.O. Box 2100 Denver, Colorado 80201 Amoco Production Company Amoco Building 17th and Broadway Denver, Colorado 80201 W c-i `�--2" -lore a ;.a. • — , Y j Y `.—ali ;42 . 2 x s / � .'yw ,rte. _• G (., J ! a ✓' 1 �.r�.'T 1 ,i 1 1...• .:'r.� ,4;an': a x, , , Y • A_ _a-,, 1j) ' a 1E - , . s-fi! F• �.•g • •.•C� s a x h :lift s •t, F • ,. SP r '�. a • M •�L:Art s .2 5. • Gig a �• G I'▪ REAJ '1 I• F• • j -" • 9 y• F�� • P•81 • YE40 '• ' i . F �rv.•Yuf= Iii•• r� • �•• •)` -'n• II: ° � x a • .• \G pr 4 �I 3N�t -�=.—s -t `dJ• ▪ ,.. , a• I➢;. :tit ., t \� it .. .Y. '25 .G.▪ • CO.' as •a z }'.vP • G ° >u, G• so g x• •}. -r ,� I , ; 0; l � 6f .r c G Sd cen• 'Ina I z `s �• ,'".1)( pr7 _ / sx 6 _ /I I ry • e• sure NOS >: 1 s• s G ( . � . c i• sure NEC S v a � .. . .- .C•��—e_ F'/ F v. ),.. Gam. •�.�,N Ji/ . i • a I . / /—- ▪ :a"' y of TONE L ,� • .C z . 2:-. , F ^. POP 370 • --- ----- ;.\ il... , y % °u o to o. }10Ev srory i yZ j ' x• 1' .1-.:4;!. • '�`-S p�/ a. ar/' .rte V, y :S°:; .P : �, ' '•-c----c' J . ..0?r;Lti r..'..,•Ia,Z • c* . .. : :\I ' : __ r C . Fa c / In.? a •. a 9 r • p r,. • ;z zJ h • •. Fr .Y / ial1E`^ n.."c g4... . •. a: ! ° ro�•rb •G -•-•)8C3 Y .• Y i oar ':'-. . r � � ji �� 2 x Y SI 4.' �Ja . c��J F ;�, `y •rv.. at;. 1 r •o C2�1 f_,r�.> �N x.4.3. �e y x_.- 2'h, / �,' • • •/ . r:;" pri d• cyJ .fu a • • fps rI Y �.45 / P y—y'^ / /yQ •jt _kin° I 1�C _ i 1oI �0 „.-4..; S / .� • d • ▪a�B°"� )• )• I o • Y v.y. x° . /Y� i• q. G •a i G Y e•i1 • I F"✓ '2y^°,L .e s u / 'GF o F i k F 1 r x _ /i,�•I , _F;,con, � ,,t," - FC . . Y G.� t ▪1._-•• w EueECai 1.:. ¢.,,F....__,f�oE K I z zz I� �z• a v a � �'. •Y•• �s°z�`- i / �n• ill z1 �^ • 4r • I E U • - • 'y O G Y j c =• x• Ila a --iii .:T. •}I .4 yam• ➢ �.F' . •• •:— 'Ic' 4• )21, 1 • • • . :„,. eu ta,--,..,.. it: • s / z. yG B/--�` i o ••. tAi:-. L 1Ispp� Gl ' se a » C' e. se M; � "i --t-^- • irj9i da /1 .•l' rr� _J ed"`dP5E •;n..s •.`,w:,.. Aa ay. :. ( I 'mo••••I‘ri 1 • 5 /,• jt,? ` RElf& V I'ju H iJ c �l 1 • ' h x.67• / Y } '^ \ — — _ yy /d o �' /ea? Ni g a ;N:', I a. 1 ��' —�� I • 4810_/ r\',I _ M BM • 4•90o � --=-7=----"— � 4813,E iCHANCE �' :) 46% _ t I n m"'o � l,), t/ _ 4826.. 11 I i1 1 �� I - 14832\ 'ec0 I \ �aa3o � ��/ 3 •_�� 2 �' 1 C' 843 �_. _o_ . 4K 839 14634 / C'----Nt„._----"V W ri.i - KY 0 ravel Pit 0,10H �u /Vl ( l J • 4� 650 I 4840 1 i 1 -..,-_. _- —Vie ilI L 4:aeo Well 484 4 3`) v Is,o Y II,ryNVo, I. O t)/ J� k.: hAry' • o c:3 4850 �� ___,,), ) _ F 9 y4e56 1O $ 11 , �-- II i ''''`` \ y' ti / Aso I W a86o ,t) / �Oo 1 iO Ti, BM SIB i 6Th6 .• 169/2, �\ 4@9]•. - lume J !// C 1 Ditch s o ��4d]O� v W l-� 'Rinn - i -6r• • .. 15 )C ( c _,, JII`� J! r ( , G 80,y , i. . .„ i, i, . \ . , „ , ,, , . r i 1 Lik. -\, 4882 • o Ir iIW0 9251 e -It— 49:r Ir r I ?jr(r_2 � 4950 A7 .� - rai! Sch.�1 r n , FIELD CHECK C FILING NUMBER: ,7- 2,4(c' DATE OF INSPECTION: }M \� BI ecj NAME: X 1�►0.Co tv\t av L V\aAa1w,,3 REQUEST: V‘,/\ 1 wy- S b \V\Stor-- '�, r 2, toA'S LEGAL DESCRIPTION: P.-, C- z Nc 4 Se` �`b 2_N Q(o$v/ LAND USE: N - a .l \V\ E I'2..5 S Cam-.,, ,rc.,..LQ- --- W Cc.,.,,,.arc,.;R..- - W ob,4. _PetAt ' , ZONING: N a�o -�j LOCATION: v...A\ ere, o� E C-3 kin ►�s - - z-z.5 }p S C-3 W C-3 /R-5 COMMENTS: + �. S; 1 wan t`e'rt_ o 5 �e5 o-- -- oese\wwa- SR.vu\w S�z� Jt c ,s ?<ou-.o eXec real . r.�.w Cow. S lrvi~c r.s.:._. . S e,w� -/ C bac• L L-A ‘c,°kick_ c\ Sc‘jeLiza-.. -12.A.-S- Irr'etTh • *g.:-‘ Vv-rov-tiA•vmo,,}S o�, �.�,� TA a/ta- . titan-EA 0-a.. Ka\ BY: C \t LS;) 1s� • ll DEPARTMENT OF PLANNING SERVICES is ‘ tr PHONE(303)356-4000 EXT.4400 �7.. �I' 915 10thSTREET r t •i GREELEY,COLORADO 80631 VIFt CASE NUMBER S-246:85:3 COLORADO April 24, 1985 TO WHOM IT MAY CONCERN: Enclosed is an application from Texaco Refining and Marketing, Inc. , for a minor subdivision. The parcel of land is described as part of the Ell NE1, Section 10, T2N, R68W of the 6th P.M. , Weld County, Colorado. The location of the parcel of land for which this application has been submitted is approximately three (3) miles northwest of Firestone; south of State Highway 119 and west of I-25. This application is submitted to your office for review and recommendations. Any comments or recommendations you consider relevant to this request would be appreciated. Your prompt reply will help to facilitate the processing of the proposal and will ensure prompt consideration of your recommendations. If a response from your office is not received within fourteen (14) days of mailing from our office, it may be interpreted to mean approval by your office. If you are unable to respond within the fourteen (14) days (but wish to do so at a later date) please notify our office to that effect. Check the appropriate boxes below and return to our address listed above. Please reply by May 10, 1985, so that we may give full consideration to your recommendation. Thank you very much for your help and cooperation in this matter. 1. We have reviewed the proposal and find no conflicts with our _interests. 2. '-/ A formal recommendation is u under consideration and will be submitted prior to (.o IL( c3E 3. Please refer to the enclosed letter Signed: \, , ��w Agency: j-4C �y 5t. Date: 0 ) efi Michael S. Mullen i Current Planner - L_';�. • 1905 Weld Co. Planning Cummissimi BELL SURVEYING COMPANY BELL ENGINEERING COMPANY BELL MAPPING COMPANY April 16, 1985 Weld County Planning Department 915 10th Street Room 342 Greeley, Co. 80631 ATTN: Chuck Cunilief Dear Chuck; As we discussed, we are returning 22 copies of the amended application for STAR CENTER SUBDIVISION. We are in the process of obtaining all the utility signa- tures on the sign-off sheet, and anticipate all signatures except the Fire Department will be obtained by Wednesday, April 17, 1985. We will deliver that to you as soon as it is complete. Please do not hesitate to contact Dean Danielson with any questions or comments you may have. Very truly yours, B L ENGI vEING t ANY `Patrick D. uinney, P.E. President PDQ/sh . - 0 E - " P:704 • TELEPHONE 303'629-0165 • ;-; ,C LCRA C 5..5,^.2 • TELEPHONE 303'245-7357 !'i AA' • thiVI31UN An LIGATION Department of Planning Services , 915 - 10th Street , Greeley, Colorado PHONE : 356-1000 Ext . 404 FOR PLANNING DEPARTMENT USE ONLY: CASE NO. APPL. FEE ZONING DISTRICT RECORDING FEE DATE _ RECEIPT NO. !' APPL. CHECKED BY TO BE COMPLETED BY APPLICANT: (Print or type only except for required signatures) : I (we) , the undersigned, hereby request a hearing before the Weld County Planning Commission concerning proposed subdivision of the following described unincorporated area of Weld County. LEGAL DESCRIPTION: See Attached ( If additional space is required , attach an additional sheet of this same size. ) NAME OF PROPOSED SUBDIVISION STAR CENTER MINOR SUBDIVISION EXISTING ZONING C-3 PROPOSED ZONING Existing TOTAL AREA (ACRES) 9.8738 NO. OF PROPOSED LOTS 3 LOT SIZE : AVERAGE 2. 5 acres MINIMUM 2.5057 Acres UTILITIES : WATER : NAME Please see attached letter SEWER: NAME Please see attached letter GAS: NAME Pease see attached letter PHONE: NAME Please see attached letter DISTRICTS : SCHOOL: NAME Please see attached letter FIRE: NAME Please see attached letter DESIGNERS' NAME Texaco Refining and Marketing, Inc. (R.B. Burkman) ADDRESS P.O. Box 2420, Tulsa, OK 74102 PHONE (918) 560-6000 ENGINEERS ' NAME Texaco Refining and Marketing, Inc. (R.E. Burkman) ADDRESS P.O. Box 2420, Tulsa, OK 74102 PHONE (918) 560-6000 FEE OWNER OF AREA PROPOSED FOR SUBDIVISION NAME Texaco Refining and Marketing, Inc. (R.E. Burkman) ADDRESS P.O. Box 2420, Tulsa, OK 74102 PHONE (918) 560-6000 NAME ADDRESS PHONE NAME ADDRESS PHONE I hereby depose and state under the penalties of perjury that all statements, proposals and/or plans submitted with or contained within this aonlication are true and correct to the best of my knowledge. COUNTY OF WELD ) STATE OF COLORADO) stipI S gnatu ner or Au oriz A Subscribed and sworn to before me this day UUUUUU eater y4', of �O19r if� 19 eft-S . f SEAL 7nG;J!S�� NOTARY PUBLIC My commission expires: /0) -/c) (ry 804-79-020 • • WCDPS-78-1 NAM:- OF OWNEkS OF PROPERTY WITH) S�•' F£LT ! I • ease pr�r�t or type 4 NAME ADDRESS, TOWN/CITY, ASSESSOR'S PARCEL STATE AND ZIP CODE IDENTIFICATION I WELD COUNTY GREELEY CO 80631 52-1313-10-1-00-027 SCHRADER OIL COMPANY 320 N. COLLEGE AVE, FT COLLINS CO 80524 62-1313-10-1-00-012 DAVID E CAMENISCH 40% INT & GLORIA F CAMENISCH 40% INT & DAWNA CAMENISCH WANEKA 20% INT 3598 HWY 119, LONGMONT CO 8Q501 62-1313-10-1-110_412.4_ .� 3924 HWY 119 MOBILE HOME PROPERTIES LTD. DEA RIVER VALLEY M.H.P. LONGMONT CO 8D501 62-1313-10-1-00-030 RITE-A-WAY INDUSTRIES INC. Z JOEL WIENS P.O. BOX 760 KINBAT,T. b9I. 62-1313-10-1-00-009 DUANE & MARY K DEZELL 1315 HILLTOP DRIVE, LONGMONT CO 80501 62-1313-10-1-00-028 TWO-95 (295) CORP. Z GRANT BROTHERS P.O. BOX 948 LONGMONT CO 80501 62-1313-10-1-00=026 SCHMOLL CONSTRUCTION INC. 3024 HWY 10 E RT 3, BILLINGS MT 59101 62-1313-10-1-00-QQR I. S. DALTON CO. 445 KARSH DRIVE LONGMONT CO 80501 62-1313-10-1-00-015 MARY B TACGART 150 SUNLIGHT CIR i•E. LIVEEMORE CO 80536 62=1313-10-1-0fl O29 GUY T & EDNA M BIXBY 5905 SUNNY SLOPE DR. , FT COLLINS CO 80526__6? 1113-1Q-1-00-nn7 GRANT BROTHERS P.O. BOX 948 LONGMONT CO 80501 62-1313-11-0-00-001 P.O. BOX 7611 CHEVRON USA INC. PROPERTY TAX SECTION SAN FRANCISCO CA 941.20 62-1313-03-0-00-015 1 CLARENCE J & VIVIAN P EVERS 1203 PRINCETON CT_ LONGMONT CO 8050] 62-1313-03-0-00-032 RONALD L & DARLENE F FAIIRENHOLTZ 1119 WINOSLOW CIRCLE LONGMONT CO 80501 62-1313-03-0-00-033 MUSKET CORP. Z PROPERTY TAX CONSULTANTS 3336 E 32nd ST SUITE 217 TULSA OK 74135 62-1313-03-0-00-013 MILTON L & EDWIN S KAHN 6750 E EASTMAN AVE DENVER CO 80224 62-1313-02-0-00-003 • • • • � CULL RA8J txN'El SURVEY MONUMENT REC6E ff-llVr Of. „,r, •Jt?r . ;IVL� ..h fff , . ,,nA1 ' R . ODUCTION OF THIS FORM IS AUTHORIZED. All items to be filled in by the Land Surveyor using black ink or typewriter. (Except)" 1. TYPE OF SIONUSIENT ► n( Section Corner ❑ Bench mark (Check one) ❑ Quarter Corner ❑ Other 2. DESCRIPTION OF EVIDENCE FOUND. AND ORIGINAL RECORD CALL. IF KNOWN • From recorded state ties, I found a nail in the pavement. 3. DESCRIPTION OF \IONL\IFNT AND OR ACCE SORiES ESTABLISHED Bl YOU TO PERPETUATE THE LOCATION OF THIS POINT IF AN L\IST!\G MONUMENT TEL I. A1111• VOE) ACCEPTED IT AS VALID IF YOU ESTABE ISIIED OR RLSTOPED A PI BLIC LAND SURVEY MONUMENT, DESCRIBE PRO( EDLRE .AND CON[ROY.USE I) Set #5 pin with appropriately marked alum. cap, flush with pavement . ' .r 7 rt.. ii '%�/ \U (it , Qi V. _. ;.'. ) f 4. SKETCH SIIOWING RELATIVE LOCATION OF MONUMENT AND REFERENCE PO f.l -_� R I:i e" SHOW SUPPORTING AND OR CONTADICTORY EVIDENCE VAIIERE APPLICABLE. -? -;I•, 97 C . "-4.w CIVC. � ii 3Ox ❑ A I : . o --11/CNwAv 'a 119 — • 1 4110 r• __ to y v �i6 `r /9LO.4' ._• _-. 3 1 zm tae • S9 yfA N / N " N RI445 ml EN Cat s enio Date „t Field Work February 1982 _ 3. CLRT!FIC?.TIOA Tins is to :eruty that I was in respouable eharee of the surveying work described in this record and that [.f the best or my kme.vh.dg: ;h: intone juon presented herein is true and co,re-:t. . Dare 3/9/82 /r I/' _.ci 1 " .r_ 6. LOCATION DI:AGR.AMV� `(Do not ':11 tr.') f -may••- i I" = 1 \It:e Accepted for Filing . .1iis\\aM......, 41,.,=.1-4 1�+•` Stare Board 'ri Rem': tret:on lo. I rOte^Si,nal 4 I. 'i Eris:eters lcd L..o.1 Su:ve`:ort i 1 �++ . jr 484o ¢: ' ;• 3': r fr_L C^— .. (— - `->. �`t 1 4r A .r ^h�'•....r �O,r^J''!SuP Date ' ( `--(- ."- "z 'Y4 2 _ ^ + ,v% F •• .. ./RECER ED AT OFFICE OF THE COUNTY CLERK s''''''—"s''''''—"'`' .' I COUNTY • = L„venon 01 Surveyor's Seal \1. nwntnt By Ds:e 7. SEC. >D , T 2 H . R ,C8 W , 6th p \I. Record to be tiled by index Retere.ice N.'.ber. .iemertcaity. then alphubetroall:. wader ..�`,ro pna:c Townsnip. Ran{e. an'J llhriaian. 8' ',t1L\-:1 li/ELD INhF\ F.EF. \Q. 1 V__ CGI \ IS 'ma' ; RE:. \Q. - . -. :,'J> :..:.s i.. : ;.r 5. f. _i Sf•er van ir;.r•. D.r v... C. nrn... '- . • lhat pall of the k '2 !1L 'c ul Set t lun ill, township 2 North, Range 68 West of the 6th Principal Meridian descrihed as follows: Beginning at the Northeast corner of said Secttion 10; thence South 83° 51 ' 00" West , a distance of 453. 1 feet to a point on the South right-of-way line of Colorado State Highway 119, as recorded under Reception No. 1560431 , Book 638, Weld County records. Said point is also the Northwest corner of Turner Street right-of- way as recorded under Reception No. 1575358, Book 653, Weld County records; thence South 89° 49' 00" East, along the South right-of-way of Colorado Highway 119, a distance of 40.00 feet , to the True Point of Beginning, said point is also the Northeast corner of Turner Street right-of-way; thence continuing South 89° 49' 00" East along the South right-of-way of Colorado Highway 119, a distance of 328.4 feet . Thence South 49° 47' 30" East along the South right-of-way of Colorado Highway 119 a distance of 10. 13 feet. Thence along the West right-of-way of interstate Highway 25 the following hearings and distances: South lu° I1 ' 30" East a distance of 130.75 feet; thence South 00° 24' 00" West a distance of 895. 3 feet ; thence North 89° 30' 00" West a distance of 90. 30 feet ; thence South 00° 24' 00" West a distance of 224.90 feet. Thence North 89° 55' 00" West a distance of 270.00 feet to a point at the Southeast corner of Turner Street right-of-way; thence North 00° 24' 00" East a distance of 1255.30 feet to the True Point of Beginning, County of Weld, State of Colorado, containing 9.8738 acres, more or less. ,SURE 'SHEET FOR A PORTION OF THE G 2 NE1 \4 OF SECTION 10 . TOWNSHIP 2 NORTH, RANGE 68 WEST , < TE:ACU PROFERTY> : IeI 10000 . 0000 10000 . 0000 TRPV 3 w 49 00 . @ E 328 . 4000 2 9998 . .92 15728 . 7983 TRA: : 49 47 30 . 0 E 10 . 1300 3 9992 4096 10336 . 1346 TRa, S 10 11 30 . 0 E 120 . 7500 4 9363 . =:26 10359 . 2697 TR S : 44 . 0 & g5 3000 5 8968 . 4453 10352 . 3284 TFR N 69 30 00 . 0 w 90 . :000 6 8A69 . 253A 10262 . :312 TRAJ S 0 24 00 . 0 w 224 . 9000 2 ;744 . 5393 10260 . 9618 ; Eav N 65 55 00 . 0 w 270 . 0000 8 6744 . 7:20 9990 . 2621 TRAW N 0 24 44 . 0 E 1255 . 700n 9 9999 . 9995 939\. 9934 1 1A000 . 0000 10000 . 0000 0 . 0005LAT 0 . OQ66DEP HOLOSE N 85 45 35 . 0 E 0 . 0066 PPEC=1 TO 485725 430102 . 31ft 9 . 8 8a i STATE OF C(ZLORADO CERT► 'IATE OF TAXES DUE ' S. S. • • COUNTY JF WELD I, the undersigned, County Treasurer in and for said County,do hereby certify that there are no unpaid taxes,or unredeemed ta, appears of record in the office, on the following described property,to-wit: TR NO. 06227 25107—B !t 1 l..., ,.. !�•T t�!E:� , 1 i. 2 �,E:s COMMENCE lhi l�i E:�l�•:L.,E:: E4 COT,: P1 89)`,. PARCEL " 3i31 0i 00021 000 451 .4 ' N0I)'24 ' E. 1327.4 ' SO9015 ' E 40 ' TO TRUE 1 NAME TEXACO r'ii.;t' INC I'1':)):Y24 ' r 1255.52 ' h-l.. .'09D 49 'E ALONG SAID E R! VENDOR :t'D Y HWY 1 1 9 320.4 ' 549D : 7 ' E 1 0. 1 ' :710D E 13. NO. LtE::LI.- SURVEYING COMPANY .S0D2 :c ' W 89 6.30 ' N091)32 ' M 90' 0D20 ' 1,i 224 .9 ' M/756 N89.0.151W W 270 ' N/L TO TRUE: POE (2R) ) X.10963 1-25 25 ACCESS S RD: EXCEPT— . *1984 TAXES — $16499.70 TOTAL AMOUNT DUE FOR R THI PARCEL —• $8 , 249.0 • z • 3 • • sa • ) ! . This does not include land or improvements assessed separately or special District assessments unless specifically requested. `) In Witness Whereof, I have hereunto set my hand and seal, this APRIL 08 , 19f7`_"> i ST. HALF 1984 TAXES PAID ••- $8, 249.85* FRANCIS M. LOUSTALET TREASURER OF WELD COUNTY 4 • _ .f — . �- .. /"��. II lutal N• olit I F yn thetl WI tetmnyrlo'tay u4M C(?{� {T•1AR-2$.,'BS„;1?06 1( RCC :NVl7 st ua•nerw no.trtrw 3 . .• a t 1 3 4 ra 6 7 9 10 13 14 0 0 SI 3 e 11 13 ht M M M i lawyers Title Insurance Grporation ,F . ' National hindquarters - Richmond,Virginia COMMITMENT FOR TITLE INSURANCE WD 7840 A i SCHEDULE A EN 10136 • t. Effective Date February 7, 1985 at 8 :00 a.m. Case No. ReMR 12-84-011 . 2. Policy or policies to be issued !e) Amount g 458,000.00 (g1 ALTA Owner's Policy—Form B-1970(Rev. 10-17-70) O ALTA Residential Title Insurance Policy-1979 ' Proposed insured: McDONALD'S CORPORATION, a Delaware Corporation (b)ALTA Loan Policy, 1970(Rev. 10.17-701 . _ Amount 0 • Proposed insured: - • . • (c) • '• • • AmAmount $ — • Proposed insured: - . 3. Title to the fee simple estate or interest in the land described or referred to in this Commitment is at the effective date hereof vested in: TEXACO, INC. . . 4. The land referred to in this Commitment is described as follows: -----SBE--AtTACItEfl MGM — .. . . --------- Tit-is—Lnstzrance Charges! Owner's Policy $ 994.00 Tax Cert. 5.00 DeleLe 1-2-3-4 229.00 1.228.00 tir I I, rot underaritina antstions. • ___ ._.-.__. _. .. - .._._ • . I! please call Renee Linberg 636-5091 • I' Countersigned at Colorado springs, Colorado Commitment No. 85031512 dm Schedule A—Page 1 �_ .._._g �t /1� This commitment is invalid unless Au orized Officer or Agent / the Insuring Provisions and Sehed- 'I' ' Ferro Na.91-es ISM Al % . ides A and B are attached. II f I • .� • 1 . _ i, - , ^ MAR 26 •'85 107 TEXRCC�NVER 1 P. y t Qp yers Title Insurance Cgrporation ;1 NATIONAL HEADQUARTERS WD 7840 A RICHMOND,VIRGINIA EN 10136 RMR 12.84-011 I ' SCHEDULE_ coned. - . i LEGAL DESCRIPTION: A Parcel 1 That part of the E 1/2, NE 1/4 of Section 10, Township 2 North,' Range 68 West of the 6th P.M. , described as follows: Commencing at the Northeast corner of said Section 10; thence North 89°55' 00" I' West along the North line of said NE 1/4 of Section 10, 410.00 • feet; thence South 00°24' 44" West along the East right of way i line of Turner Boulevard as recorded under Reotipton No. 1575358, Book 653, and the Northerly extension of said East right of way line, 599.20 feet; thence South 89°35' 16" East, 60.00 feet to the Point of Beginning; thence continuing South 89.°35' 16" East, 300. 24 feet to a point on the West right of way line of 1-25 Frontage Road; thence North 00°24 ' 44" East along said West right of way line 220 .00 feet; thence North 89°35' 16" West, 300. 24 • feet; thence South 00°24' 44" West, 220.00 feet to the Point of Beginning, Weld County, Colorado. Parcel 2 That part of the E 1/2, NE 1/4 of Section 10, Township 2 North, Range 68 West of the 6th P.M. , described as follows : Commencing at the Northeast corner of -said Section 10; thence North 89°55 ' 00" West along the North line of said NE 1/4 of Section 10; 410. 00 feet; thence South 00°24' 44" West along the East right of way line of Turner Boulevard as recorded under Reception No. 1575358, Book 653, and the Northerly extension of said East right of way line, 379. 20 feet to the Point of Beginning; thence South 00°24 ' 44" West, continuing along said East right of way line 220.00 feet; thence South 89°35' 16" East, 60.00 feet; thence North 00°24' 44" East, 220.00 feet; thence North 89°35 ' 16" West, 60. 00 feet to the Point of Beginning, Weld County, Colorado. • Parcel 3 I That part of the E 1/2, NE 1/4 of Section 10, Township 2 North, Range 68 West of the 6th P.M. , described as follows: Commencing I at the Northeast corner of said Section 10; thence North 89°55 ' 00" West along the North line of said NE 1/4 of Section 10; 410. 00 feet; thence South .00°24' 44" West along the East right of way I line of Turner Boulevard as recorded under Reception No. 1575358, ! Book 653, and the Northerly extension of said East right of way line, 599. 20 feet to the Point of Beginning; thence South 00°24 ' 44" West, continuing along said East right of way line, 285.00 feet; thence South 89° 35' 16" East, 360.24 feet to a point on the West right of way line of I-25 Frontage Road; thence 00°24 ' 44" East along said West right of way line 285.00 feet; thence North 89°35' 16" West, 360. 24 feet to the Point of Beginning, Weld County, Colorado. Schedule-slings°°q° 2 No. 85031512 dm °Wint°W9 ,My■ nRInit al. v ; . .:E t=om FEAR 26 '85 11:08 TEXACO rNWER P.5 ' ktners Title Insurance &rporatton WD 7840 A j NATIONAL HEADQUARTERS EN 10136 c . RICHMOND.VIRGINIA RMR 12-84-011 SCHEDULE A cont'd. • • Parcel 4 That part of the E 1/2, NE 1/4 of Section 10, Township 2 North, - ' Range 68 West-of the 6th P.M. , described as follows: Commencing at the Northeast corner of said Section 10; thence North 89°55' 00° West along the North line of the NE 1/4 of Section 10, 410. 00 feet; thence South 00°24' 44" West along the East right of way line of Turner Boulevard as recorded under Reception No. 1575358, Book 653, and the Northerly extension of said East right of way line, 884.20• feet- to-'the •Point of-Beginning; thence South- 00°24`44" West, continuing along said East right of way line 60.00 feet; thence South 89° 35' 16" East, 360.24 feet to a point on the West right of way line of I-25 Frontage Raod; thence North 00°24' 44° East along said West right of way line, 60. 00 feet; thence North 89°35 ' 16" West, 360.24 feet to the Point of Beginning, Weld County, Colorado. All the above described parcels together with a sign easement specifically defined as: That part of the E 1/2, NE 1/4 of Section 10 , Township 2 North, Range 68 West of the 6th P.M. , described as follows : Commencing at the Northeast corner of said . Section 10;--thence North 89°55' 00" West along the North line of said NE 1/4, of Section 10, 410.00 feet; thence South 00°24' 44" West along the Northerly extension of the East right of way line of Turner Boulevard as recorded under Reception No. 1575358, Book 653, 49 .20 feet to the NE corner of said Turner Boulevard said point also being on the South right of way line of Colorado State Highway 119 and the Point of Beginning; thence South 89°49 ' 00" East along said South right of way line of Colorado State Sightway 119 , 15. nn feet; thence Smith 00°74 ' 44" West 15. 00 feet; thence North 89°49 ' 00" West 15. 00 feet; thence North 00°24'44" East 15.00 feet to the Point of Beginning, Weld County, Colorado. • f ' Schedule A o°p° 3 No. 85031512 dm 0°MialN-°°.V! 1F.. i r MAR 26;'05 11:10 TEXACO�k1VER P.6 i 1 , • , lawyers Title Insurance t9rporaiion • National Headquarters Richmond,Virginia WO 7840 A - SCHEDULE B—Section 1 EN 10136 RMR . 12-84-011 Requirements The following are the requirements to be complied with: Item(a) Payment to or for the account of the grantors..r mortgagors of the full conslu*•+tion for the estate or interest to be insured. Item(b) Proper instrument(s)creating the estate or interest to be insured must be executed and duly filed for record. - i to-wit: 1. Recordation of a subdivision plat or recorded exemption of the land described herein with the approval of the County Planning and the County Commissioners noted thereon. NOTE: The above requirement is necessary in order to comply with the County subdivision laws. 2. Warranty Deed from TEXACO INC. (executed by one of its principal • officers, attested to, and with Corporate Seal affixed) vesting fee simple title in McDONALD'S CORPORATION, a Delaware corporation. tem (c) Recordation of Release by the Public Trustee of the Deed of Trust from ARNOLD L. BURGER AND LAMBERT A. BURGER for the use of NORTH DENVER BANK to secure $350, 000. 00, dated February 6, 1968, and recorded February 7, 1968 in Book 591 as Reception No. 1512834 . • Said Deed of Trust last assigned, of record, to CONTINENTAL ASSURANCE COMPANY, by Assignment recorded November 6, 1968 in Book 602 as Reception No. 1523555. tem (d) Recordation of Release by the Public Trustee Of the Deed of Trust from ARNOLD L. BURGER AND LAMBERT A.- BURGER for the use of NORTH DENVER BANK to secure $520, 000.00, dated February 5, 1968, and recorded February 7, 1968 in Book 591 as Reception No. 1512835. Said Deed of Trust last assigned, of record, to CONTINENTAL ASSURANCE COMPANY, by Assignment recorded November 6, 1968 in Book 602 as Reception No. 1523556. item (e) Payment of taxes now due and payable. :tem (f) Execution of indemnity affidavit by seller to delete mechanic's lien exception from final owner's policy. This commitment is invalid unless the insuring Provisions and Schad- Schedule B-Section 1-Page 1-Commitment No. R CO a1S 17 .;m ides A and 8 are attached. • Form No. a1-se 03•1) 'it 26. 'B5 11:11 TEXRCCP`t4VER p.7 lawyers Title Insurance (grporation NATIONAL HEADQUARTERS WD 7840A RICHMOND,VIRGINIA EN 10136 SCHEDULE B—Sectlon 2 RMR 12-'84-011 Exceptions / a i w The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company, • 1. Rights or claims of parties in possession not shown by the public records. • 2. Easements, or claims of easements, not shown by the public records. • 3. Discrepancies, conflicts In boundary lines, shortage In area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, im• posed by low and not shown by the public records. 5. Defects, liens, encumbrances, adverse claims or other matters, If any, created, first appearing in .. the public records or attaching subsequent to the effective date hereof but prior to the dote the • proposed Insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. Reservation as contained in Patent recorded June 25, 1890 in Book 34 at Page 332, said reservation being as follows : Right of the proprietor of a vein or lode to extract and remove his ore therefrom should the same be found to penetrate or intersect the premises . 7. Terms, conditions and provisions "of Agreement for Easement and Assignment of Sewage Effluent' Discharge Rights from Del Camino Corporation to Texaco Inc. , recorded September 10, 1973 in Book 699 as Reception No. 1620923 and re-recorded March 7, 1974 in Book 710 as Reception No. 1631585 . Partial Reassignment recorded March 11, 1976 in Book 761 as Reception No. 1683275. See Copies attached hereto. 8. Easement for sign purposes as set forth on plat of survey dated January 2, 1985 by Bell Surveying Company more specifically described as: That part of the E 1/2, NE 1/4 of Section 10, Township 2 North, Range 68 West of the 6th P.M. , described as follows: Commencing at the Northeast corner of said Section 10; thence West 89°55 ' 00" West along the North line of said NE 1/4 , of Section 10, 410.00 feet; thence South 00°24 '44" West along the East right of way line of Turner Boulevard as recorded under Reception No. 1575358, Book 653, and the Northerly extension of said East right of way line, 884.20 feet; thence South 89°35' 16" East 335.24 feet to the Point of Beginning; thence continuing Continued • Exceptions numbered 1-2-3-4 nre hereby omitted. The Owner's Policy to be issued, if any, shall contain the following items in addition to the ones set forth above: (1) The Deed of Trust, if any, required under Schedule B—Section 1, Item (b). (2) Unpotented mining claims; reservations or exceptions in parents or in Acts authorizing issuance thereof; water rights, claims or title to water. (3) Any and all unpaid taxes, assessments and unredeemed tax soles. Schedule B—Section 2—Page 1—No. 85031512 dm form 5140 81 Rocky ML '• • M....\, slowed....., _ ' F' R 26 .'85 11:12 TEXACO'YVER P.• Jawyers Ttle Insurance G rporation • NATIONAL HEADQUARTERS WD 7840 A RICHMOND,VIRGINIA EN 10136 SCHEDULE 8-2 conyd. RNR 12-84-011 South 89°35'16" East, 25.00 feet to a point of the West right of way line of I-25 Frontage Road; thence South 00°24 '44" West along said West right of way line of I-25 Frontage Road 25.00 feet; thence North 89°35' 16" West 25.00 feet; thence North 00°24 ' 44" East 25.00 feet to the Point of Beginning. 9. Building set-back line as shown on the plat of survey dated January 2, 1985 by Bell Surveying Company, said set-back line being 25 feet from the East and West lot lines. 10. Sewer and gas lines as shown On-Plat- Of survey defined above. 11. Violation of set-back line as set forth on plat of survey said violation being approximately 8 feet by the most Westerly one- story metal building located Within Parcel 3. 12. Encroachment upon the property adjacent to the East side of subject property by the improvements appurtenant to subject property as shown on plat of survey by Bell Surveying Company, dated January 2, 1985, said encroachment being by the curb islands. 13. Taxes for the _year.1985., a lien but not- yet due or payable.. - sct,.dula 8-2 a°y° 2 No. 85031512 dm ore.,.°»-eo,°n • • ;1RR 26 '85 11:13 Tf XRtOLUIVIIVR • P.9 ITMENT NO. ... 85031512 r a r r National Headquarters • Richmond,Virginia • COMMITMENT FOR TITLE INSURANCE • LAWYERS TITLE INSURANCE CORPORATION, a Virginia corporation, herein called the Company, for valuable, consideration, hereby commits to issue its policy or policies of title Insurance,as Identified in Schedule A.in favor of the proposed Insured named in Schedule A, as owner or mortgagee,of the estate or interest covered hereby in the land described or referred to in Schedule A,upon payment of the premiums and charges therefor;ell subject to the provisions • of Schedules A and B and to the Conditions and Stipulations hereof. . . • . This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or • • .- policies committed for have been inserted in Schedule A hereof by the Company,either at the time of the issuance of thls Commitment or by subsequent endorsement This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability end obligations hereunder shall cease and terminate six (6) months after the effective date hereof or when the policy or policies committed for shall issue,whichever f i rat occurs,provided that the failure to Issue such policy or policies is not the fault of the Company.This Commitment shall not be valid orbindirituntil countersigned byan authorized officer or agent. IN WITNESS WHEREOF, the Company has caused this Cornmitmept to be signed and sealed, to become valid when countersigned by an authorized officer or agent of the Company,all in accordance with Its By-Laws.This Commitment is effective as of the date shown in Schedule A as"Effective Date." -'• CONDITIONS AND STIPULATIONS 1. The term "mortgage," when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed insured has or'atqulres actual knowiedpfof any-de'fiet,Lien.encumbrance,adverse claim or other matter effecting the estate or Interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof,and shall fail to disclose such knowledge to the Company in writing,the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon lathe extent the Company is prejudiced by failure to so disclose such knowledge.If the proposed Insured shall disclose such knowledge to the Company.or if the Company otherwise acquires actual knowledge of any such defect, lien,encumbrance,adverse claim or other matter,the Company at Its option may amend Schedule B of this Commitment accordingly,but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured In the form of policy or policies committed for and only for actual Ion incurred In reliance hereon in undertaking in good faith(a)to comply with the requirements hereof,or(b)to eliminate exceptions shown In Schedule B,or(c)to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and the Conditions and Stipulations end the Exclusions from Coverage Of the form of policy or policies committed for in favor or the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company erisl�out of the status of the title tto the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on end are subject to the provisions of this CotnmrtmeWt. -- lawyers 11Ue Ieau ni)ioe erporation 604-0. c• °>L Attest liI • aS14-‘‘ .. , Secretary, Ground Engineering Consultants, Inc. Soil and Foundation Investigation Proposed McDonalds Restaurant Highway 119 and I-25 Longmont, Colorado • • it Prepared For: McDonalds Corporation 5700 South Quebec Street Suite 225 Englewood , Colorado Job No. 85-150 March 13 , 1985 6039 Rest Alameda. Suite 145 • Lakewood, Colorado 80226 • (303) 235-0404 TABLE OF CONTENTS Page CONCLUSIONS 1 PURPOSE AND SCOPE OF STUDY 1 PROPOSED CONSTRUCTION 1 SITE CONDITIONS 1 SUBSOIL CONDITIONS 2 FOUNDATION RECOMMENDATIONS 2 FLOOR SLABS 4 SURFACE DRAINAGE 5 LIMITATIONS 6 Figure 1 - Locations of Test Borings 7 Figure 2 - Logs of Test Borings 8 Figure 3 - Legend and Notes 9 Figures 4 - 6 - Swell -Consolidation Test Results. . 10-12 Figures 7 - 10 - Gradation Test Results 13-15 Table I - Summary of Laboratory Test Results 16 !I' �jl F CONCLUSIONS The proposed buildings should be founded on spread footings placed on the natural sand soils and designed for an allowable bearing pressure of 1500 psf. Design and construction details related to subsurface conditions on the site should be carefully followed as outlined in this report. PURPOSE AND SCOPE OF STUDY This report presents the results of a soil and foundation investigation for the McDonalds Restaurant to be located at Highway 119 and Interstate 25 , Longmont, Colorado. The project site is shown on Figure 1 . This report has been prepared to summarize the data obtained and to present our conclusions and recommendations based on the proposed construction and the subsurface conditions encountered . Design parameters and a discussion of geotechnical engineering considerations related to construction of the proposed facility are included . PROPOSED CONSTRUCTION We understand that the proposed restaurant will be a one story with brick and block construction . We anticipate that • slab on grade construction will be utilized . For purposes of this report, we have assumed that the foundation loads will be light to moderate. In addition, the construction will consist of at least two large signs. If loading or conditions are significantly different from those described above, we should be notified to reevaluate the recommendations contained in this report. SITE CONDITIONS At the time of our field investigation, an asphalt parking lot and an abandoned Texaco station with related pumping facilities existed at the site. The topography at the site was nearly level with a slight slope down to the northwest on the order of 2 percent. Abandoned underground fuel storage tanks exist in the vicinity of the proposed structure. The tank storage area is defined by a concrete apron which is assumed to cover the limits of the underground tanks. No major drainages exist in the immediate area of the site. However, an abandoned waste water retention pond exists 1 immediately adjacent to the south side of the site. The retention pond was dry at the time of our field investigation. Based on cursory observations the abandoned prefabricated steel service station facility existing at the site shows very little structural distress related to soils or foundations . However, several areas of pavement distress were noted in the existing asphalt parking areas and concrete sidewalks around the abandoned building. SUBSOIL CONDITIONS To investigate the subsoil conditions at the site, 4 test borings were advanced at the approximate locations shown on Figure 1. The subsoils encountered generally consist of asphalt and base course overlying fill , natural clays and sands and gravels. Graphic logs of the test borings are shown on Figure 2. The pavement sections encountered consisted of 3 to 4.5 inches of asphalt overlying 13 to 20.5 inches of base course. The fill material at the site consisted of sandy clays which were medium plastic , stiff and moist to very moist. The sands and gravels encountered were fine to coarse grained, medium dense and wet. The silts and sands existing over the sands and gravels were fine grained, low plastic , loose and moist to very moist. In test borings 1 and 2, approximately 2 and 3 feet respectively, of high plastic , wet clay was encountered overlying the silts and sands. Swell consolidation test results performed on the ' high plastic clay in test boring 1 and on the sandy clay fill encountered in all of the test borings, indicate that these materials will consolidate considerably under loading and wetting conditions. Laboratory test results are shown on Figures 4 through 10 and are summarized on Table I . Free water was encountered at depths of 8.5 and 9 feet in test borings 1 and 2 respectively, at the time of drilling. FOUNDATION RECOMMENDATIONS Considering the subsurface conditions encountered in the test borings and the nature of the proposed construction, we recommend the building and the signs to be constructed on the site be founded on spread footings placed on undisturbed granular soils. The design and construction criteria presented below should be observed for a spread footing foundation system. (1) Footings placed on undisturbed granular soils may be designed for a maximum allowable soil bearing pressure of 1500 psf. 2 (i (2) Spread footings placed on granular soils should have a minimum footing dimension of 16 inches. (3 ) Exterior footings should be provided with adequate soil cover above their bearing elevation for frost protection . Placement of foundations at 3 feet below the exterior grade is considered adequate soil cover in this area. (4) The lateral resistance of spread footing foundations placed on undisturbed granular soils or properly compactd will slidinge resistance aof the l lfooting eon the foundation ination of the foundation materials and passive earth pressure against the side of the ction at the footingSli the vertical of dead the dead load . Passive pressure against the sides of the footings can be calculated using an equivalent fluid unit weight of 150 pcf. (5 ) Continuous foundation walls should lbe r reinforced detotop 10 and bottom to span an unsupported g feet. (6) Based on experience, we estimate the total settlement for footings designed and constructed as discussed in this section will be less than 1 inch. (7) Areas of loose material or fill encountered within the foundatiextendedon toeadequaten should be natural bearing ed and material . footings material (8) Care should be taken when excavating the foundations to avoid disturbing the supporting materials . Excavation methods which minimize soil disturbance, such as hand • excavation or careful backhoe soil removal , may be required in excavating the last few inches. (9) The natural soils may pump or deform excessively under the wheel loads of heavy construction vehicles as the excavations approach footing levels. o to avoid this Construction equipment should be as light as possible difficulty. The use of track-mounted vehicles is recommended since they exert lower contact pressures. The movement of vehicles over proposed foundation areas should be restricted . ( 10) A layer of lean concrete or gravel should be placed in the bottom of foundation excavations prior to steel and concrete placement. This "mud mat" or "gravel mat" will reduce disturbance of the natural soils caused by construction operations. Disturbing the natural soils will increase settlement. 3 . j proposed foundation elevations appear to be near or ( 11) The above water level . Therefore, it may be slightly excavations during necessary to dewater some footing reduced construction . Dewatering requirements may be re the by planning construction so footings may reduce arexcavated and placed in a short period of time. amount of water which can saccumulatebine cffooting by pupn from is. Dewatering footing excavations. This may pumping era supporting capacity of the soils. decrease the (12) A representative of the soil engineert hould dr observe all fill placement and footing or to concrete placement. In addition to the requirements outlined above, the existing ting underground fuel tanks in the vicinity of the proposed structure should be removed completely prior to fill placement. The exact dimensions of the fuel tanks are not known at this time. We recommend obsRervation of of the tank removal by the soil engineer. ua required fed as foundation requirements outlined above may foundation excavations proceed . FLOOR SLABS Based on the laboratory testing of the fill encountered on ootential and/or may consolidate the site, it is our opinion that the fill materials may possess a low swell p considerably under wetting and loading conditions. Floor slabs present a problem where low swelling materials are present near floor slab elevation because sufficient dead load cannot be imposed on them to resist the uplift pressure and expand . In generated when the materials are wetted presents e problems I addition, highly variable fillmaterials that When fill with differential ws potentialmovement. When exist in conjunction with possess a low swell potential , the materials that possess a consolidation f�omadifferential movement possibility of distress resulting a is greatly increased . The exact horizontal and vertical limits off the eurexisting d fill materials were not duridefined ng removed and investigation . Ideally, the fill should be The new fill # replaced with nonexpansive granular material . nenfard material should be compacted to 95 percent of Proctor density as determined by ASTM D698. However, the removal and compaction of to entire fill may be economically prohibitive; therefore provided the slab can tolera sm movement and the owner is aware of the risks, suggest that the existing fill below the slab be to of 3 feet. The exposed fill material should be proof with a heavy rubber tired construction vehicle. Areas which 4 l( deflect excessively under the wheel loads should be overexcavated and replaced with controlled compacted granular fill material . The upper 3 feet of new fill should be imported, nonexpansive, granular material compacted to 95 percent of standard Proctor density at 0 to 3 percent over optimum moisture content. The following measures should be taken to reduce damage which could result from movement, should the underslab materials be subjected to moisture changes. ( 1) Floor slabs should be separated from all bearing walls and columns with an expansion joint which allows unrestrained vertical movement. (2) Interior nonbearing partitions resting on floor slabs should be provided with a slip joint so that, if th e slabs move, the movement cannot be transmitted to the upper structure. This detail is also important for wallboards and door frames. (3 ) Floor slabs should be provided with control joints to reduce damage due to shrinkage cracking and should be adequately reinforced. We suggest joints be provided on the order of 10 feet on centers. (4) A minimum 4—inch layer of free draining gravel should be placed beneath the slabs. (5 ) A representative of the soil engineer should observe the condition of the subslab material prior to and during compaction efforts. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the facility has been completed : ( 1) Excessive wetting or drying of the foundation excavations and underslab areas should be avoided during construction. (2) Exterior backfill should be moistened and compacted to at least 90 percent of the maximum standard Proctor density. (3 ) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet. (4) Roof downspouts and drains should discharge well beyond the limits of all backfill . 5 j LIMITATIONS l( This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for design purposes . The conclusions and recommendations submitted in this report are based upon the data obtained from the test borings advanced at the locations indicated on the site plan. The nature and extent of the variations across the site may not become known until the excavation is performed . If during construction, fill , soil and water conditions appear to be different from those described herein, this office should be notified at once so reevaluation of the recommendations may be made. We recommend on—site observation of excavations and foundation bearing strata by a soil engineer. GROUND ENGINEERING CONSULTANTS, INC. ' 2 2 �(lv - iCYn.N �001.it!InO�i�/qi� J�1 cc6:o ti ,;.\Vp R E,,/S R. Michael Smith • ., rG 0/e`14" �-, . 7:4 _ =_ F.i/l 774� Rev sled by Richard J . Suedk p, P.E . `==�a ��6 °� 11> /,aa . : KK as •__•_` `` `• 4141, Aj,S"." I 6 1 N O, '" ( 1.-Th ( 0) L L peon a6eluoaj SZ-I m C, z as Ls- 1� W H 0 W a 4- u-,.Z. N O , / \ \ 0 O 0 \ O VI I Z V + r / 1111 '..\...„... W0 00 0 0 / 1 11111 /// r, at / 1111 Cr V, — /Z. C \ C, -O L O / \ O O N - /1 CO --• -1, \ 7 C� qt U OJ N / \\ I` N! Z C C / I-- <#.......... \ h— 0/ L • / N 7 O1- O ......„.7 a CO C ........\..„ a., / C \ L• co H ^ X CL C — L L \ A / ' I II % _ iL � ---')/ ---71, i 1 1III A elk C` � I IIII IIIJ c_ ag s- o CO 4-, N C • f.. AO —%.t----C _Ar__. p.aena[nog aau.anl Nr— n 7 / 0 Test Boring 1 Test goring 2 Test Boring 3 Test Boring 3 E1 .=54.10' E1 .=56.60' EI .=55.20' E1 .=49.30' — 13/6 6/16 17/6 7/6 • 10/6 25/0 I-1 5/6 // � 10/6 6/6 6/6 5 --- / / 5/6 i/ _ // / — __ 0 n I3cg r t 6/6 4 3/6 =:0 3/6 10--- 4/6 4/6 "b dip .— a'. y { 20/6 0eC 16/6 �•; oa 20/6 9:0' 15— bp ebb b a4 tree - l o : >a 20/6 20 — 'tg — 4 - D{{.�� "o::, — .ad sac ac tliir Vet o.. 25 _ .... — J 14 — f V — +y::-0 :y1 4791'019/6 I 30 --- 5 20/6 I I GROUND ENGINEERING I CONSULTANTS, INC. Logs of Test Borings Job No. 85-150 Figure 2 i 0 fr Legend: ® Asphalt Base Course Fill , clay, sandy, gravelly, medium plastic, stiff, moist to wet, gray to dark brown. Clay, slightly sandy, medium to high plastic, stiff, moist, brown. Sand and Silt, fine to coarse grained, loose, moist to wet, brown, micaceous. Sand and Gravel , varying grain sizes, mostly clean, medium dense, moist to wet, mixed browns. Drive sample, standard split-spoon sampler. 3 Drive sample, ';2-inch I.D California liner sampler. 3/6 Drive sample, blow count, Indicates that 3 blows of a 140-pound hammer 4/6 falling 30 inches were required to drive the sampler the initial 6 inches and 4 blows were, required- to drive the remaining 6 inches. _.Q._ Depth to free water and number of days after drilling measurement was taken. ii NOTES: 1. Test borings were drilled on March 6, 1985, with a 4-inch . continuous flight auger. 2. Locations of test borings were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of test borings were obtained by interpolation between contours on the plan provided. GROUND ENGINEERING CONSULTANTS, INC. Legend and Notes Job No. 85-150 Figure 3 9 • ,-, Moisture Content . 14. 5 percent Dry Unit Weight z 97.8 pcl Sample of: Clay 6 From: Test Boring 1 at 4' 4 • Add tinral Mn4atant 0 Witl Corstant Pressre Upon Wetting v s 2 \\\ t Zrk ' 4 0 a 6 0 8 10 100 . 0.1 1.0 APPLIED PRESSURE — ksl Moisture Content = 18.3 percent Dry Unit Weight = 110.2 Pcl Sample of: Fill ; Sandy Cl ay 2 •• From: Test Boring 2 at 3' • 0 Consol i iati or Witt NConstant Pre≤sure LFon 1 bIk 0 2 V n7 V 3 0 0 0 V 4 . — • 5 0.1 t.0 to too APPLIED PRESSURE — ksl Job No. 85-150 SWELL-CONSOLIDATION TEST RESULTS Fig. 4 Moisture Content • 19.4 percent Dry Unit Weight ■ 106.6 pct Sample of: Fill ; Sandy Clay 3 From: Test Boring 3 at 4' /I — IR I 0 Add' tional Movement Lli th ConStar<L ��e$ U C 1 Upon WetiOna. I c 0 1 � c O C 1 f • 1 C O U 3 _` 1 - 4 ' • _ , _ 10 100 of to APPLIED PRESSURE — ksf Moisture Content = percent i pry Unit Weight pc} Sample of: • From: 1 - - i 1 1 at 1.0 - - 10 - too APPLIED PRESSURE — ksf Job No. 85-150 SWELL-CONSOLIDATION TEST RESULTS Fig. 5 11 . •- I HYDROMETER ANALYSIS TiME READINGS IEVE ANALYSI I S U$.STANDARD SERIES CLEAR SQUARE OPENINGS TO }4 T01 J HR '50 '90'3 0 R MIN 16 MIN 60 MIN 19 MIN.MIN IMIN '900 '100 '1 I'6 '1 k" k" 1 i i 8'111 100— _ _ , L I i L 0 I I-m ; L t 20 60 ~I 1 >o u lr I 1 r p z CO _ 1 / I I 7 L I i t - y T I T 50c .• 50 r t I ; z i }t _ _r" ` I �u U I` W i• � - — 'r ' i ' - I 6. 10 p I 1 I L I I L I l. eo '0 1 �I1 9 - I i >o I I 1 ., L.. " L 1 , 1 . 1 111 `• W I 002 1 ,005 1 009 .019 1037 074 I.9 ' 297 I 590 III 042 22 36' .76 9 52 19 1 1 36 I ' 76 2 127 203 1100 IDIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT FINE L ;SAND GRA MEDIUM ;COARSEI FINE I E COARSE {COBBLES GRAVEL % SAND 48 % SILT AND CLAY 52 % % % LIQUID LIMIT PLASTICITY INDEX N.P. SAMPLE OF Silt and Sand FROM Test Boring 1 at 9' HYDROMETER ANALYSIS TIME READINGS I SIEVE ANALYSIS r U S STANDARD SERIES SIEVE CLEAR SQUARE OPENINGS 2.MM 7 MR. '10 •. 45 MIN 1S MIN. 60 MIN. 19 MIN 4 MIN. I MIN '200 '100 '50 '.0.30 '16 16 ' 1 100 t ` 2 j t }�I [ 0 90 l' I rI t 1 eo i -t 1 lil t i I 70 1 1 / 1 1 wi i .d 1 in _ �� W I 1 60¢ 'Ii I 4 t 0. I i _ 1 70 �, _ - 19 _ � 1 . IlL11 90 � 11 !1. r-9 nit. . 199 001 032. , .005 1009 019 1037 ' 074 1.91 297 042 590 jj'I 19 O36' •76 952 191 361 763 I?? 2*• IDIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT I FINE ;SA GRAVEL MEDIUM ;COARSE' FINE IVE COARSE 'COBBLES GRAVEL 45 % SAND 48 % SILT AND CLAY 7 % % % LIQUID LIMIT PLASTICITY INDEX N.P. SAMPLE OF FROM Sand and Gravel Test Boring 1 at 14' I 6 Job No. 85-150 GRADATION TEST RESULTS Fig. 12 . • r --, SIEVE ANALYSIS HYDROMETER ANALYSIS US.STANDARD SERIES I CLEAR SQUARE OPENINGS TIME READINGS .10 5MI 3MR '100 '50 .90.30 { I 0 B MIN t5 MIN 60 MIN 19 MIN 9 MtN 1 MIN '200 W 1 _ 10 90 20 70 , 1 40C { f I _ _ Li}, �� 7 t 5B`✓1 t 1TT 50 N z i °°u 1 III AW A0 JI 30 6 L >o I 1 iI _ 1 1 i r : ro L _ I J 1 1 t 90 � ' r 1 ,, l L I I I , L II II _T-- ' , III I , 1 I . 111,� I n , , I 100 001 002 005 009 019 037 039 199 297 042 590 1.19 22236 936 952 191 361 362 127 200 0 02 I DIAMETER OF PARTICLE IN MILLIMETERS GRAVEL SAND 'COBBLES CLAY TO SILT FINE ' MEDIUM 'COARSE'. FINE 1 COARSE GRAVEL 56 % SAND 41 % SILT AND CLAY 3 % LIQUID LIMIT % PLASTICITY INDEX FROM SAMPLE OF Sand and Gravel Test Boring 1 at 29' 1 1 SIEVE ANALYSIS I HYDROMETER ANALYSIS i US STANDARD SERIES SIEVE CLEAR SQUARE OPENINGS TIME READINGS 'i0 39 NN SNR. '16 I'6 '9 -6" 0 •100 '50 '90'30 45 MIN 15 MIN 60 MIN 19 MIN 9 MIN I MIN .. { 1 100 1 1 1 11 Ii 10 I I I 1 ' I so_ 1 { 30 J0 { { { ' ; - i 1 I { �2 IS 1 _ E- 71 1 SOa 0; Iz 1 II I, `. 1 mu r , I 1 : , W id I I 1 1 IDA x -- 20 e".........- ! t 1 � . eB y 1 10 1 L� I L I Jill.' I I , A , ,,It 1 1 1 1 11�J J • 100 i�' 0 001 002 I 10005)11009 019 1033 J 1074 199 297 52590 119 O36 476 952 191 361 362 123 200 1ST III I DIAMETER OF PARTICLE IN MILLIMETERS II 1; CLAY TO SILT I SAND GRAVEL {COBBI E$ FINE ' MEDIUM 'COARSE'. FINE I COARSE SILT AND CLAY 13 % I1{ GRAVEL 42 %SAND 45 % % I1 PLASTICITY INDEX I LIQUID LIMIT i. SAMPLE OF Sand and Gravel FROM Test Boring 2 at 11 7 Job No. 85-150 GRADATION TEST RESULTS Fig. 13 , SIEVE ANALYSIS HYDROMETER ANALYSIS US STANDARD SERIES CLEAR SODA' PENN TIME READINGS •10 A. J' 5'6 r t00 '50 'IO'J0 '16 '6 • 4 'I 0 24S I 1 M I MIN 19 MIN I MIN I MIN '?00 ��_I�� IS MIN 15 MIN 60 —_— ...��_—�__—��ea��---� 100��aI�_��II�� u•MMIN4=4Ni�-__10 4SMIlarrr 90 IMMMMIErr•MOOMINowim SMInale r ��—ISZ�.44Imark _ umriMmillmli=rrarIMISM m_an 80 om IIMOVINSIONIMIMEm sime.MMI.M=raMIMM .. ISIMEMISIOMMPsesame 30 m� —mmime �� ---- •SMIA69—mgms• s 70 mmmmim IC O .IE.III_I�I�mI�IIIIIIII�.��—��p ��am Z ISM _mm.— —... .� I��a crui an 50 W MT ��0�� =��_ W IIMMIMMIMMI �SIM....I.IIII.IIIII..N—I�—�ImaIII_��.��—... I_��...•SW,Mrittalimirarral=raloramr same..mrmiur=i1M IS 10 raiS.-_—_._�—._��.�� 4��_��, .i �ma 100 I�ae.aP �� esame aloud 0001 002 005 009 019 03? U1I M9 X1012590 119 2738 I26 852 19.1 b.1 162 12)152 DIAMETER OF PARTICLE IN MILLIMETERS GRAVEL - SAND COBBLES CLAY TO SILT FINE MEDIUM OARS E FINE COARSE SILT AND CLAY 2 % GRAVEL 52 % SAND 46 % % LIQUID LIMIT % PLASTICITY INDEX SAMPLE Of Sand and Gravel FROM Test Boring 2 at 8' SIEVE ANALYSIS HYDROMETER ANALYSIS U S STANDARD SERIES CLEAR SQUARE OPENINGS Y TIME READINGStp 75 •100 '50 'IO'JO 't6 6 'I \' Y: 1N" ]" 5"6 21 NN T MR. MIN 19 MIN I MIN I MIN '200 IS MIN 15 MIN 60 _. �.. Ur • 9310 = N�I� 20 60 70 �_ 30 �� 40 0_ H IIIII�IIIII�_. � _��._�� 50a Ow w a 40 60 LI tu 4 � ��_��30I 70 20 so 019 037 074 149 291 590 1 19 2 038 4 76 9 52 19 1 36 1 76 2 1271ST 90 __aS....��__._a� sa.....��100 0 01 CO2 005 009 012 DIAMETER OF PARTICLE IN MILLIMETERS GRAVEL SAND COBBLES CLAY TO SILT FINE MEDIUM COARSE FINE COARSE % SAND 41 % SILT AND CLAY 59 % GRAVEL % % LIQUID LIMIT PLASTICITY INDEX SAMPLE OF Silt and Sand FROM Test Boring 3 at 9' Job No. 85-150 GRADATION TEST RESULTS Fig.-8 14 SIEVE ANALYSIS CLEAR S.WR •' NIN HYDROMETER ANALYSIS U S STANDARD SERIES 5"6' e, TIME READINGS '10.6 • y- v: 1'n" loo '50 •.o•30 16 .��.��6 2•HR. 7 HR. .0�� 63�� .5 MIN 15 MIN _MIN. 19 MIN.MIN. 1 MI�� —_�� _.�..�•�10 100 � _ �'� ===.I� ENRI—M.—...nom--s. 20 ...,=...=,,,......,...=..„........r......„=„..._ �_____ �� p _��_�� ..NCI-.IN.n-�..�- �N. N Z .A- _ • _�� flame 50 a ao la — ...� •r_..� Z T �7..�o so��•m�....a loo �"9 031 . 149 297 !2 • �.9 2 38 l26 152 0�.nn emenwu.me�19 �] D]• 38 1 76 1 127 203 0.2 20 ow CO2 oos Oo9 DIAMETER OF PARTICLE IN MILLIMETERS GRAVEL COBBLES SAND FINE COARSE j MEDIUM OARSE CLAY TO SILT FINE.A SAND 63 % SILT AND CLAY 37 % GRAVEL % • % PLASTICITY INDEX LIQUID LIN.I f FROM Test Boring 4 at 8' { SAMPLE OF Si 1C and Sand y SIEVE ANALYSIS HYDROMETER ANALYSIS U S STANDARD SERIES CLEAR SQUARE OPENINGS TIME READINGS '106 k• y: 1'T 3" 5"6" I p W'30 'l6 � •�� F S• 24 HH 2 HR. �.0...aar •5 MIN 15 MIN MI IIIM 19...MIN •MIN I MIo •100 -____ 100 Aa------"--=------------------==i-�� ___ ID .A--INI.l= I..INS =.1..EN1_ _rr....r.aN- w -__ D yr.1444140..SIMISEMEMEINIIINOMMIINSIN ___to_�� === �� U6 9.52 191 391 762 .27 2]0 .�.� • �.......� 0.�N..��2 0 �• 152 0 1 M112 �5 C09 019 590 1 19 j 0]6 001 002 005 009 OP Olt 149 291 042 DIAMETER OF PARTICLE IN MILLIMETERS GRAVEL COBBLES 7 SAND COARSE - CLAY TO SILT FINE MEDIUM COARSE FINE SILT AND CLAY % .A SAND % GRAVEL % % PLASTICITY INDEX LIQUID LIMIT FROM SAMPLE OF Job No. 85-150 GRADATION TEST RESULTS Flg. a 15 . . . _ _ _ > ✓ 10 Ill • ' N N r-- . .--- a.�. V >> > > U > U V V I Cl" - CD CD a CD V N V) G� C C O rS V V V V ro V ro V V LO '. C C C C (r) C N C C .••1 Io ro co 10 ro ro ro In It V V V V V 4-1 d. C) VI V) V) Cl) Li Cl) Li Cl) V) 0 Z N .O C • 7 • J r O a a I" i a« W o i• I w3 U .- .. ..r- _ w 0s LC: .D I--- C'n a - f. ct .. .r W O r • re. h- is J r .. a LI � F } ''t N- M M J /JtO f44. J W OO •"a51 -, Q L..•• M a. r Y al LC n en . . N. N n L() M 4 F- O • J C3 C- :0 CC CC ..y Ly} Ltqq .-r M Q a r C' C V rt C , d1 at VD 1 J a JJ 1 0 l I"" r J; Q j in LD .7 is V Ln r .— ),- 0 (C J r n la (11 4 M Q lle rod_ Ca C •32 LC) C M d N CC ._ aC V • I CO -1 i a to - a o o N N a. ea '•L L!'I .1 N ' atu I t _ ..0• lit. • _ _ - Ql _ _ _ ..▪ o S R al .-1 CV .•-- er CO d al co V • 0 t a 4 r • r .~ .--• .r .-+ N N N Cr Ih V 0 s r tfs • r °K // T .S EP !�� X173 irare-ve" B° Recorded ot`( o'rtnrk...... . 0 l�lru. 699 • Rcc. No 1fi2O3`1 ..JU� _.... Ann Spom•r. Recorder rl WARRANTY DEED This Deed, made this 7 day of September, 1973 • between DEL CAMINO CORPORATION , a corporation duly organized and u C• t .1 existing under and by virtue of the laws of the State of Colorado ml of the first part , and TEXACO INC. , a corporation duly organized and existing under and by virtue of the laws of the State of e t•1 N .-e .Delaware of the second part ; rt n .-t C, WITNESSETH, That the said party of the first part , for a and it consideration of the sum of One Million Two Hundred Fifty c_• rA Thousend and no/100 Dollars ($1 , 250, 000. 00) to the said party of '-' VJ r L ly the first part in hand paid by the said party of the second part , the receipt whereof is hereby confessed and acknowledged, hath granted, bargained, sold and conveyed, and by these presents does grant , bargain, sell , convey and confirm, unto the said party of the sc .•ond part , its successors and assigns forever , all of the follooing described lots or parcels of land, situate , lying and being in the County of Weld and State of Colorado , to-wit: Beginning at the East corner of said Section 10; thence North 89°49 ' West 451 .4 feet ; thence North 00°24 ' East 1323.4 feet ; thence South 89°15 ' East 40 feet to the Southeast �4 / corner of that certain tract dedicated for street P• ^> r easement (known as Burger Street) described in i Book 653 as Reception No . 1575358 , Weld County f c / 0,! Records and the TRUE POINT OF BEGINNING ; k : , ; thence North 00°24 ' East along the East right of ` cc, way way line of Burger Street , 1255 . 52 feet , more or - !i f less , to a point on the South right of way boundary el pi rJ of Highway No . 119 , from which point the Northeast ' corner of said Section 10 hears North 00°24 ' East 49 . 2 feet , South 89°55 ' East 410.46 feet ; thence South 89°49 ' East along said South right of way boundary of Highway 119 , 128 .4 feet to the Westerly right of way boundary of Highway 87 ; thence along said Westerly right of way boundary • of Highway 87 , the following courses and distances : South 49°47 ' 30" East 10. 1 feet ; South 10°00 ' East I '12 . 1b feet ; South 0°28 ' West 896 . "18 feet to the North line of a parcel oC land described in Book 1504 at Page 608 , Weld County Records ; a0K 699 . 1620909 ( thence North 89°32 ' West 90 feet along the North line of said parcel of land; thence South 0°28 ' West 224 .9 feet along the West • line of said parcel of land; thence North 89°15 ' West 270 feet , more or less , to the TRUE POINT OF BEGINNING . TOGETHER, with all and singular the hereditaments and appurtenances thereunto belonging , or in anywise appertaining, and the reversion and reversions , remainder and remainders , rents , issues and profits thereof; and all the estate , right , title , interest , claim and demand whatsoever of the said party of the first part , either in law or equity, of , in and to the above bargained premises , with the hereditaments and appurtenances . TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances unto the said party of the second part , its successors and assigns forever. And the said DEL CAMINO CORPORATION , party of the first part , for itself, its succes::.)rs and assigns , doth covenant , grant , bargain and agree to and with the said party of the second part , its successors and assigns , that at the time of the enseal.ing and delivery of these p:esents it is well seized of the premises above conveyed , as of good, sure , perfect , absolute and indefeasible estate of inheritance, in law, in fee simple , and bath good right , full power and lawful authority to grant , bargain , sell and convey the same in manner and form aforesaid , and that the same are free and clear from all former and other grants , bargains , sales , liens , taxes , assessments and incumbrances of whatever kind or nature soever; EXCEPT general taxes for 1973 , payable in 1974 ; EXCEPT Moffat Tunnel Improvement District assessments payable in 1974 and thereafter ; EXCEPT reservations , restrictions , protective covenants and rights-of-way of record ; EXCEPT that certain Deed of Trust to the use of North Denver Hank to secure $350, 000, dated February 5 , 1968 , recorded February 7 , 1968 , in Book 591 - 9 - . Y .�', r. BroK 699 C 16205199 . 3- .3 . • Cas Reception No. 1512834 (thereafter assigned by North Denver Bank to Continental Assurance Company , Chicago , Illinois , by instrument recorded November 6 , 1968 , in Book 602 as Reception No. 1523555) , which the said party of the second part hereby expressly agrees to assume ; EXCEPT that certain Deed of Trust to the use of North Denver Bank to secure $520,000, dated February 5 , 1968 , recorded February 7 , 1968 , in Book 591 as Reception No . 1512835 (thereafter assigned by North Denver Bank to Continental Assurance Company , Chicago , Illinois , by instrument recorded November 6 , 1968 , in Book 602 as Reception No . 1523556) , which •- the said party of the second part hereby expressly agrees to assume ; and EXCEPT any tax or other charges by reason of inclusion of property in the Northern Colorado Water Conservancy District ; • and the above bargained premises in the quiet and peaceable posses- sion o . the said party of the second part , its successors and assign:: against all anti every person or persons lawfully claiming or to claim the whole or any part thereof , the said party of the first part shall and will WARRANT AND FOREVER DEFEND. IN WITNESS WHEREOF , The said party of the first part bath caused its corporate name to be hereunto subscribed by its President , and its corporate seal to be hereunto affixed , attested by_ i s secretary , the clay and year first above written . - �\:�' ... CO***•Q •. '' DEL CAP1iNO CORPORATION -110 (3 .0 . /, • : L�"l..J«_(�l < ��`� R� ��1 t(��d�Ft'/��y�/1_/', . Shiyfriey..JfGO ender, Secretary Thomas W. Inman , President J v ,C�1110'R1'&F- COLORADO) DENVER ) SS . COUNTY OF With!) it-) ��tThe foregoing ins trumenI: was ac'Iu now Iedged before me this day o1 September , 1973 , by Thomas W . Iowan , as I'resident , and 7a :$Iitrf.cy, .1 . 01ander , as :lee retai-y , of DeI Camino Corporation , a �Yt� r r ration . •e10`I��1' t y,4, -* �ko i . Witness my hand and official seal . / �/ '•••.•••• •• ••• Notary Public - 3 - f'v (:'nLlikeinn nvnirne Mir,II is mfg w ♦ �... - I . • tF- c� h" �, } /' t i ri I. W fr;`J` Pi ''� I . cp G.. . - 8 �. .,'; 1- ' 0 f. . .-/ %.t C: l.J CI V. r CO 1 �..1 r. 1' • l\ • Qq ` 7 y F _ .:. e C' 1 • 3 1 CS ;i I ~ 1,• J C J ,l U y :0 &1 . I '\fir\ \ :' C . 4 � ty � \ 9 ft / , ., 8 _ s ti t ti l _ . . .-r • t_Ed Ground Engineering Consultants. Inc. Soil and Foundation Investigation Proposed Texaco Gas Station Highway 119 and I-25 Longmont, Colorado • Prepared for: Texaco U. S.A. 3460 Fox Street Denver, Colorado 80216 Job Number 85-202 April 17, 1985 .1 6039 West Alameda, suite 145 • Iakcv.i'oil, Colorado 80226 • (303) 235-0404 • TABLE OF CONTENTS Page Conclusions 1 Purpose and Scope of Study 1 Proposed Construction 1 Site Conditions 1 Subsoil Conditions 1 Foundation Recommendations 2 Alternative Foundation Recommendations 3 Floor Slabs 3 Underground Storage Tanks 4 Surface Drainage 4 Limitations 5 Figure 1 — Locations of Test Holes 6 Figure 2 - Logs of Test Holes 7 Figure 3 — Legend and Notes 8 Figure 4 — 5 — Swell—Consolidation Test Results 9-10 Figure 6 — 8 — Gradation Test Results 11-13 Table I — Summary of Laboratory Test Results 14 1 CONCLUSIONS The proposed building should be founded on spread footings placed on a minimum of 3 feet of structural fill and designed for an allowable bearing pressure of 1500 psf. Design and construction details related to subsurface conditions on the site should be carefully followed as outlined in this report. PURPOSE AND SCOPE OF STUDY This report presents the results of a soil and foundation investigation for the Texaco gas station to be located at Highway 119 and Interstate 25 , Longmont, Colorado. The project site is shown on Figure 1 . This report has been prepared to summarize the data obtained and to present our conclusions and recommendations based on the proposed construction and the subsurface conditions encountered . Design parameters and a discussion of geotechnical engineering considerations related to construction of the proposed facility are included . PROPOSED CONSTRUCTION We understand that the proposed station will be a one story structure. We anticipate that slab on grade construction will be utilized . For purposes of this report, we have assumed that the foundation loads will be light to moderate. If loading or conditions are significantly different from those described above, we should be notified to reevaluate the recommendations contained in this report. SITE CONDITIONS At the time of our field investigation, an asphalt parking lot and an abandoned gas station and restaurant with related pumping facilites existed at the site. The topography at the site was nearly level with a slight slope down to the i northeast. Abandoned underground fuel storage tanks exist in the vicinity of the proposed structure. The tank storage area is defined by a concrete apron which is assumed to cover the limits of the underground tanks. .� SUBSOIL CONDITIONS To investigate the subsoil conditions at the site, 4 tests holes were advanced at the approximate locations shown on Figure 1. The subsoils encountered generally consist of ! asphalt and base course overlying natural clays and sands 1 and gravels. Graphic logs of the test holes are shown on Figure 2. The pavement sections encountered consisted of 2 inches of asphalt overlying 16 to 28 inches of base course. Based on laboratory and field test results, the sandy clay soils were low to medium plastic, medium to stiff and moist to wet. The sands and gravel encountered were fine to coarse grained with occasional cobbles. loose to dense and wet. Swell—consolidation tests run on the clay soils indicate that these materials exhibit a low to moderate swell potential under drying and wetting cycles. Laboratory test results are shown on Figures 4 thru 8 and are summarized on Table I . Free groundwater was encountered at depths of 7 .5 to 8.5 feet at the time of drilling . FOUNDATION RECOMMENDATIONS Considering the subsurface conditions encountered in the test holes and the nature of the proposed construction, we recommend the building be founded on spread footings placed on a minimum of 3 feet of granular structural fill compacted to at least 100% of the standard Proctor density as determined by ASTM D698. The design and construction criteria presented below should be observed for a spread footing foundation system. ( 1 ) Footings placed on the structural fill may be designed for a maximum allowable soil beairng pressure of 1500 psf. (2) Spread footings placed on structural fill should have a minimum footing dimension of 16 inches. (3 ) Exterior footings should be provided with adequate soil cover above their bearing elevation for frost protection. (4 ) Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 10 feet. (5 ) Based on experience, we estimate the total settlement for footings designed and constructed as discussed in this section will be less than 1 inch. (6 ) Care should be taken when excavating the foundations to avoid disturbing the supporting materials. Excavation methods which minimize soil disturbance, such as hand 2 excavation or careful backhoe soil removal , may be required in excavating the last few inches. (7 ) The natural soils may pump or deform excessively under the wheel loads of heavy construction vehicles as the excavations approach footing levels . Construction equipment should be as light as possible to avoid this difficulty. The use of track-mounted vehicles is recommended since they exert lower contact pressures. The movement of vehicles over proposed foundation areas should be restricted. (8) The proposed foundation excavation elevation appears to be near or slightly above water level therefore it may be necessary to dewater the excavation during construction . Localized areas of the excavation may have to be stabilized with rock if the soils deform excessively. (9) A representative of the soil engineer should observe all fill placement and footing excavations prior to concrete placement. ALTERNATIVE FOUNDATION RECOMMENDATIONS Based on the subsurface conditions encountered, a foundation system consisting of footing pads and grade beams may be placed on the natural soils if the owner is aware of the risks of foundation movements caused by swelling soils. In the event that the owner chooses to utilize the footing pads on the natural clay soils, the footings should be designed for an allowable bearing pressure of 1500 psf with a minimum dead load pressure of 1000 psf. The remainder of the design and construction criteria presented above should also be followed for this alternative. In addition to the requirements outlined above, the existing underground fuel tanks in the vicinity of the proposed structure should be removed completely prior to fill placement. The exact dimensions of the fuel tanks are not known at this time. We recommend observation of the tank removal by the soil engineer. Reevaluation of the foundation requirements outlined above may be required as foundation excavations proceed . FLOOR SLABS Based on the laboratory testing of the soils encountered on the site, it is our opinion that the clay materials may possess a low swell potential and/or may consolidate under wetting and loading conditions. Floor slabs present a problem where low swelling materials are present near floor slab elevation because sufficient dead load cannot be 3 imposed on them to resist the uplift pressure generated when the materials are wetted and expand . In addition, when clay materials that possess a low swell potential exist in conjunction with materials that possess a consolidation potential , the possibility of distress resulting from differential movement is greatly increased . If the owner is aware of the risks, we recommend that the floor slab be placed on the natural clay soils . The following measures should be taken to reduce damage which could result from movement, should the underslab materials be subjected to moisture changes. • ( 1 ) Floor slabs should be separated from all bearing walls and columns with an expansion joint which allows unrestrained vertical movement. ( 2) Interior nonbearing partitions resting on floor slabs should be provided with a slip Joint so that, if the slabs move, the movement cannot be transmitted to the upper structure. This detail is also important for wallboards and door frames . (3 ) Floor slabs should be provided with control joints to reduce damage due to shrinkage cracking and should be adequately reinforced. We suggest joints be provided on the order of 10 feet on centers. (4 ) A minimum 4-inch layer of free draining gravel should be placed beneath the slabs. (5 ) A representative of the soil engineer should observe the conditions of the subslab material . UNDERGROUND STORAGE TANKS The excavation of the overburden soils for the storage tanks should be possible with conventional excavation equipment. If the tanks are to be placed below the water table, measures will have to be taken to resist the hydrostatic uplift. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the facility has been completed : ( 1 ) Excessive wetting or drying of the foundation excavations and underslab areas should be avoided during construction. 4 (2) Exterior backfill should be moistened and compacted to at least 90 percent of the maximum standard Proctor density. (3 ) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet. (4) Roof downspouts and drains should discharge well beyond the limits of all backfill . LIMITATIONS This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for design purposes . The conclusions and recommendations submitted in this report are based upon the data obtained from the test holes advanced at the locations indicated on the site plan. The nature and extent of the variations across the site may not become known until the excavation is performed. If during construction, fill , soil , and water conditions appear to be different from those described herein, this office should be notified at once so reevaluation of the recommendations may be made. We recommend on—site observation of excavations and foundation bearing strata by a soil engineer. Sincerely, GROUND ENGINEERING CONSULTANTS, INC. ` " '. Brian D. Len lY' % JSrma' ^, chard J . Suedkamp, Pfd =°�"�, `) �� J 44 I 5 A I Colorado State Highway 119 Lb 0 4O1 155' I — Existing 1 story Gas? Station and 3 Restaurant O--LL.3 i 150' • 7 N T O O O 2O \ Gi D 0. O 0 C. 1 O \ 1- 35' 1)b (Not-to-Scale) GROUND ENGINEERING O Test Hole Location CONSULTANTS, INC. ILocations of Test Holes 6 Job No. 85-202 Figure 1 • • Gl I- D CT CD N Z • N I-1- •-• C..) C Z 0 W •~ 2 N W 0 Z • ♦+ N •-• in an I C7 I-- CU in Z Z I- O° W Q H W • O J 0 0 Z 0 Z 0 N N C O 0 0 CD CJ J -, .-1 N N .+ - - .-. \ \ N \ 0 0 in C',, V • CO N 0.1 In • oh, I I- la • N .-1 N •'y •"• W \ .-I- ILO I en N CD in • ln' 2 17 ,x\ \ \ \\ \\ o9 -.0.-, T.q°t?ptiOH:6.-paC7i?a°Q oQoo:Cg a ;, II .. OIL ,v N •- III N N N O O1/40 0 N • � M C n OM In Cu in ill 2o 1n \\\\\ \\\ 1QU prOckk,ClDda°�� i5YRSCE 1 11 "� � ., CI II °' W I N N N N N. .'.. • \ \ \ O O O ID In C4 ul C•1 I !. 1 CV .- 1- 1...1 I I I I I IIII I I I I IIII IIII 1111 1111 n 0 in ' O CO O� .�-1 N N M M 1 lead - 43da0 I _ 7 • •O fM V W I- C ..-• .C W L .•• J p 4.-1 J N in Y 01 Y IC W .O C 0 r •.- L W 1- 0 O Z • W L O` E J 0 N a•r Y • O N C Z W Q .- C) 10 T1 1- L WI-. Y N C W 4- 0 3 0 Z . Z N o an 3 Y •-• N 1 J E •> N C COI- C in 0 N O 0 01 0 Z Z C CO W J W L L r U W Q •0 C •-- 4- a 0 r • 0 .C C C1 J C 0 ^.. a+ t 0: C a, Z = c r L o Y � .° Y N 3 oz 01 .0 U N U a 0 Y C O C/ 0 W •0 Y a) • CO U J ^] L L Y 0- C) 2) -0 3 C 4- >,0- O C O d N O •r I in •r > VI on >•, c.) CM C Y O O A L OW t •.-- � a r W •.- Y Y c O �„, .co, .o E C > d ICe N q U O WO I- 0 3 O X .- Y a to L. —IOC W C a1 I— a o +.W1 Y CO 3.01 0 • at • >T•r Z N.•4 Cl. 04 Io N MI .0 N '0 C O ta an N C q L O c a 3 .c L a 3 E 0_ >1Y V t O fO E +, " .0 In a > a0) a)) J L 0.1 3 • 1. l0 •r Y O a 01 a) L 4- 0 •C Y C Y -0 C W a 0 01 C/ 0. ta t O N E Y c 3 E r Y Y >1 C Y It a CO •0 R1 >1 10 an L W •r N 'O V W •Or 01 an C C 0 0) C .— 0 C 0 t- Y L 4- .0 OE C1 01 0 0 IC •r 0 N N -0 a 4- U J L N ••- O' L • C •o W IC >f .0 W 0) U 3 W N O L Y C C L .0 0 •-• E Y 5- ,- W > r> • - C) J N .0 •N -0 0 a • L C a1 L Y O an O • cv 3 01 E ' G a' +• a. V •-• C c r W • W W •r C W I. J L 10 c J 3 L W W C C U V E L Y 4-'• 0 E V ICo •C 3 b •/I 4-, 4.4 � E Y U Y r• E N N .O- t t 3 in N 0 W J .O C O 10 Y ••- 4-, Y N 10 C 0) r„ r O � L Y GI i W •E W O L W an 3 c o WE 0. a a a04 4- C i o E E E t a W J .-- 4— 4- V • ell C •C O O E Y 0 4- a C VI U) N N N Y 0) 0 V C 4.1 t Y W W W W t J N W >1 N 'CI -0 V t > > > •0 a Y V) 0. N C CC C t •- •r E a •0 an C •— O 10 L IC O L L L 4- 10 W W C CO I( 0 4-' 1V.)) 0 In U 0 0 O 0 on C1 E n N y b I 1 -1 »J i I 8 H Moisture Content = .8 percent Dry Unit Weight = 91 . 3 pcI Sample oI: Sandy Clay 3 From: Test Hole 2 at 4' 2 _ _. c O1 - - -- ---- - .----------- ft b r 1 0 N o Add' tioral MovenEnt i__) 1 _ _ .--�J With Corste Pre a� Upon Wettirq a) 4 , , . , _ , . 10 • 100 p t 1.0 APPLIED PRESSURE — kst Moisture Content = 22. 5 percent Dry Unit Weight = 101. 5 pcI Sample of: Sandy Clay 3 - • From:• Test Hole 3 at 3' • t I 2 1 - r r - 1 , — —_-.--l_ . Adr.itional Moveme 1 With Constant Pre5st.re 0 ��" vi _—`. Upcn Wettinq 0 4_, ro i d U 2' I � 3 . „ N I I 4 t - - = 1. - 1 O.I to to too APPLIED PRESSURE — ksf i 4 SWELL-CONSOLIDATION TEST RESULTS Fig• 9 • _ '—..s r ercenl Moisture Content = .d.g P Dry Unit Weight = 107.3 pot Sample of: Sandy Clay From: Test Hole 4 at 4' c 2 — - - 0 co tt — - O 0 0 Add tioral Movemint I With Corstants Pressure HPOV Wettirlq In 2 - - —. 0 1 l.0 }0 100 APPLIED PRESSURE — kst t rcent Moisture Content = Pe Dry Unit Weight = Pct Sample of: From: ♦ T r ''' c 0 +- 10 0 N r--1�_I y � G 0 U ZFIZ 4 1 I f f!1 I 1 0.S 1.0 10 100 APPLIED PRESSURE -- kst SWELL-CONSOLIDATION TEST RESULTS Fig• J10 r• -' HYDROMETER ANALYSIS SIEVE ANALYSIS TIME READINGS I U.S.STANDARD SERIES CLEAR SQUARE OPENINGS 74 HR 7 HR '10 •4 y lY" J' 5"6' l• 45 MIN IS MIN 60 MIN 19 MIN MIN I MIN '2(b '100 '50 'd0'JO '16 I'6 h.. 0 Ipo • 90 i , I 10 i _ i- 20 1 T- I JO 70 I 1 0 14 I p< i 60 7 _ 1 w m ` I- 50 u 50 1 Z z — ' Y I 1 soa I 6 40 1• I d W I 1 10 30 i 1 I ID D I I30 1 1 I . I . I 11 I I 1 1 111 I CI IIII 1 1011115 1 1 111111 ; I 100 001 CO2. .005 (09 019 037 074 149 .29102590 1.19 2238 476 9.52 19.1 bl 76 177 203 DIAMETER OF PARTICLE IN MILLIMETERS j I 0 152 SAND GRAVEL !COBBLES CLAY TO SILT I FINE I MEDIUM lCOAR5EJ FINE j COARSE 1 GRAVEL 1 % SAND 96 % SILT AND CLAY 3 % % % LIOUID LIMIT PLASTICITY INDEX • SAMPLE OF Sand FROM Test Hole 1 at 8' I HYDROMETER ANALYSIS SIEVE ANALYSIS TIME READINGS I U.5.STANDARD SERIES I CLEAR SQUARE OPENINGS IHH IHR '1Q •4 h' Y,' 1'n' J' 5"6' 45 MW 15 MIN 60 MIN 19 MIN 4 MIN I MIN •200 •I00 '50 V0•30 'I6 16_ ir10D I I 90 1 1 1 i 20 sD 1 ' 30 70 I 4 O MWz 11 �` Sump pp f SOQ ��99199� �� Z a 1 W 600 Q b W W L I a 70 30 III prim I, 80 10 10 1 . I I I11 I11 1 11 Iu1 1 1 11 .II I I. I001 002 1 1.005 Opp 019 037 074 29]01,2590 9 b U6 9.52 91 bl 162 IN132I I DIAMETER OF PARTICLE IN MILLIMETERS 1 SAND GRAVEL !COMAS ICLAY TO SILT FINE I MEDIUM ICOARSE� FINE COARSE -.4 GRAVEL 0 % SAND 97% SILT AND CLAY 3 % % % LIOUID LIMIT PLASTICITY INDEX 1 SAMPLE OF Sand FROM Test Hole 1 at 13' I j GRADATION TEST RESULTS Fig. 6 11 . r.. HYDROMETER ANALYSIS I SIEVE ANALYSIS TIME READINGS U S.STANDARD SERIES I CLEAR SQUARE OPENINGS 24HR. ]HR '10 >: 1H" J"' 5A' 1 45 MIN IS MIN 60 MM 19 MIN 4 MIN 1 141142 '200 '100 '50 •40'30 '16 1'31 •4 h I p go - I I ; 0 00 i / 20 $0 1 I / I 30 70 i 1 ; . CI II 4O Z 60 r 1 1 ' W 1 i 5p 1- W w 60 1r7 C 40 1 I ' to to to o. } I p JO I 1 IX 20 T I 1 It 1 0 I L 6 I I1I111 1 ( 11 II I . EH ]lll 1 I6IIIll I I IIT6 [ 27 top 001 002. .005 009 .019 037 074. I9 391 042 2 590 1.19 238 4 7 9.52 19.1 b1 ]62 1]] 2140 152I ' DIAMETER OF PARTICLE IN MILLIMETERS 1 SAND GRAVEL 'COBBLES CLAY TO SILT FINE MEDIUM !COARSE! FINE I COARSE GRAVEL 40 % SAND 52% SILT AND CLAY 8 % % % LIQUID LIMIT PLASTICITY INDEX • SAMPLE OF FROM Sand and Gravel Test Hole 1 at 23' HYDROMETER ANALYSIS SIEVE ANALYSIS LIME READINGS US STANDARD SERIES I CLEAR SQUARE OPENINGS { 24 rim IHR •* •100 '50 '40'30 •16 •i06 '4 0 4S MIN 15 MIN 60 MIN 19 MIN 4 MIN I MIN '200 I OD 1 1 1 10 ` '90 ` I ! 1 1 1 i 20 I I 1 30 70 . 1 k 7- 1 i 4O 260 1 F N < I 1 I L t 506 Y� - I 1 1- w Y 60 U to 40 I f-to I a A >0 I 30 I. r eo 26 1 1 1 0 Y I I 0 11 InI 4 1 II 1 11 _. I C 7 I 1ul I I I 31. l I 1 1 1X11111 100 1 Opt 005 .009 019 037 149 297 OIi2 0 590 119 36 4]6952 191 361 76 12115 no 2 ) IDIAMETER OF PARTICLE IN MILLIMETERS ICLAY TO SILT SAND GRAVEL (COBBLES FINE 1 MEDIUM ICOARSEI {INF. I 1 COARSE l GRAVEL I 71 56 % SAND 40 % SILT AND CLAY 4 % % % LIQUID LIMIT PLASTICITY INDEX I ' SAMPLE OF Sand and Gravel FROM Test Hole 2 at 14' 7 GRADATIO'TEST RESULTS Fig. i . r—. HYDROMETER ANALYSIS SIEVE ANALYSIS TIME READINGS U S SIANDARD SERIES I CLEAR SQUARE OPENINGS 24 HR 7HR '16 •1�•6 '4 A' v: 1•A' ]'. 5-9' 6" 45 MIN 15 MIN 60 MIN 19 MIN 4 MIN I MIN '200 •190 '50 '40'30 1/ II 0 1D I I ` 10 J 1 `` so I 1 i I 20 I 1 JO 70 I u I 0 260 t 402 I t w i I 50 11 2 t u 60 a 11 I I ' • m w a. n I 70 30 I I� I I 80 20 t t— 90 0 I , I, ] 1 1 1 , 1 1 1 11 I I r 1 I ,11 1 1 1 1 1 111 I 11 , „11 1 I 100 001 002 .005 .009 019 _037 074 149 .297,942590 1.19 238 476 9.52 19.1 36.1 162 12715 200 ] DIAMETER OF PARTICLE IN MILLIMETERS SAND GRAVEL COBBLES CLAY TO SILT FINE j MEDIUM 'COARSE FINE I COARSE GRAVEL 44 % SAND 50 % SILT AND CLAY 6 % % % LIQUID LIMIT PLASTICITY INDEX • SAMPLE OF sand and Gravel FROM Test Hole 3 at 14' HYDROMETER ANALYSIS SIEVE ANALYSIS ',ME READINGS U 5 STANDARD SERIES I CLEAR SQUARE OPENINGS 24 NH 7HR '10 45 MIN 15 MIN 60 MIN 19 MIN 4 MIN 1 MIN '700 •I00 '50 '40'30 '16 16 '4 0 SOO I 90 1 j} i 0 ii I -4 r 20 }. I I 30 70 1 1 1 1 D o 40w i71 1 7. � ; n I 5oc w � I I N. 2 aboa Iw n o 10 30 1 1 80 20 7<itir ItI 90 10 Y I • I 0 1 I 1 1 1 1 F I I I l f _ 1 1 . 1 111 1 1 1 1 III I 1 \ 1 11 11 1 , I00 042 .001 002 .005 009 019. 037 0744 .149 .291590 119 O]6 4.76 9.51 19.1 36.1 761 12X 21 5? IDIAMETER OF PARTICLE IN MILLIMETERS SAND GRAVEL ppBBI CS ICLAY TO SILT FINE I MEDIUM 'COARSE FINE I COARSE 4 GRAVEL 51 % SAND 45 % SILT AND CLAY 4 % % LIOUID LIMIT PLASTICITY INDEX I • SAMPLE OF Sand and Gravel FROM Test Hole 4 at 14' GRADATION TEST RESULTS Fig. 8 13 „,...m.. ) N W (1) a) a) a) G n > > > > N ao b b S I O o 8 no co co TD N Q -o - r L 0 C U C U C U C 4-0 Cr m rfl co c >, >, >1 E 10 - -D 77 ro -C -o -D -C C C C C C C C C C r0 rO r6 co r0 r6 r9 r3 co v) v) N In v) (..0 v) v) vl 0 0 CO F- W W>_ U) zNu N UW Z V1 r ' Z 2 W a ryr tWY O C LL 7 u N LL _ „ I F- ,- T., r x ! :'S w D +... co t . I r--. H cc W r./ m S ^') IX W p rd >— < v=o tl M M I /H J_j� O c O -- d - I 1 1 Ili ~ z W o'H J �NNw LO l.0 M I ;_.4 a a i U Q C T O '1 .- . ry 1 ... ..-4 -.f'� Z.. I. I---.. N N d I} Z rn N .-+ Q4 Q) Cr, rin I o r� .� -4 . 4o ,. ccc I - U. r, W o cr I O Y o r-4O CD Lt-) O d O if) u v I C ,--r C') 1 /Y J r 4 H CO 1 1 I .--1 I I"...... I Q I-o z o I I I n I C) I C) 4 0-- I I i C) I .-i I '-r 1 Z i i j a Z M V Lc-) 00 .-+ 7 Cr) rr r w--.. is) d c) cr N c 4 a O O '-I N '-0 N t.!) N 1. .--r 'JD f z x u I 1 _-. a o CO N v M 4 u i 0 ! J a - 7 h -.I 41 .--r '--I .--r CV N M M .Zh 'Cr 1 O i k z I 4 I r 1 I .. - - 14 COMM. . MEN"I' F(Ik, ,. 5t']:.',Na A. eth- ISSUED BY Transamerica Title Insurance Company AMOUNT PREMIUM r Texaco U .S .A. OWNER $ TBD $ TBD 4601 DTC Blvd. MORTGAGE $ $ Denver, CO. 80201 ADDITIONAL CHARGES $ ATTN: Blaine Morgan COST OF TAX CERTIFICATE $ t_ J SURVEY COSTS $ TOTALS $ Your Reference CC's To: 8017589 TA/Denver-Gail Price No. C -2 TA/Denver Tech Center-Debbie Karrer Sheet 1 of _4_ COMMITMENT TO INSURE Transamerica Title Insurance Company, a California corporation, herein called the Company, for a valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and to the conditions and stipula- tions attached. Customer Contact: Teri/tlf By Margaret A. Stephenson Phone: 572-1488 AUTHORIZED SIGNATURE The effective date of this commitment is March 6 , 19 85 at 7 : 00A. II At which time fee title was vested in: TEXACO INC . , a Delaware Corporation • SCHEDULE A 1. Policies to be issued: (A) Owners': TO BE DETERMINED (B) Mortgagee's: r • 801;589 C-1 Sheet 2 of SCHEDULE A—Continued 2. Covering the Land in the State of Colorado, County of Weld Described as: All that part of the NEa of Section 10 , Township 2 North, Range 68 West of the 6th P .M. , described as follows : BEGINNING at the E≤ corner of said Section 10 ; thence N89° 49 'W 451 . 4 feet; thence N00° 24 'E 1323 .4 feet; thence S89° 15 'E 40 feet to the Southeast corner of that certain tract dedicated for street easement (known as Burger Street , now known as Turner Boulevard) described in Book 653 as Reception No. 1575358 , and the TRUE POINT OF BEGINNING ; thence N00° 24 'E along the East right of way line of Burger Street, now known as Turner Boulevard , 1255 .52 feet, more or less , to a point on the South right of way boundary of Highway No. 119 , from which point the Northeast corner of said Section 10 bears N00°24 'E 49 .2 feet, thence S89°55 ' E 410 . 46 feet; thence S89° 49 'E along said South right of way boundary of Highway 119 , a distance of 328 . 4 feet to the- Westerly right of way boundary of Highway 37 ; thence aloe= said Westerly right of way boundary of Highway 87 , the following courses and distances : S49°47 ' 30"E 10 .1 feet; S10°00 'E 132 . 16 feet; S0°28 'W 896 . 38 feet to the North line of a parcel of land described in Book 1504 at Page 608 ; thence N89° 32 'W 90 feet along the North line of said parcel of land; thence S0°23 'W 224 . 9 feet along the West line of said parcel of land; thence N89°15 'W 270 feet, more or less , to the TRUE POINT OF BEGINNING. 8017589 C-2 Sheet 3 of 4 SCHEDULE A—Continued REQUIREMENTS 3. The following are the requirements to be complied with prior to the issuance of said policy or policies. Any other instrument recorded subsequent to the date hereof may appear as an exception under Schedule B of the policy to be issued. Unless otherwise noted,all documents must be recorded in the office of clerk and recorder of the county in which said property is located. A. Release by the Public Trustee of : _ Deed of Trust from ARNOLD L. BURGER and LAMBERT A. BURGER to the Public Trustee of the County of Weld for the use of NORTH DENVER BANK to secure $350 ,000 .00 dated February 5 , 1968 recorded February 7 , 1968 in Book 591 as Reception No. 1512834 NOTE : Modified by instrument recorded June 25 , 1968 in Book 596 as Reception No. 1517935 . NOTE : Assignment of the beneficial interest in the trust deed above to CONTINENTAL ASSURANCE COMPANY, CHICAGO, ILLINOIS recorded November 6 , 1968 in Book 602 as Reception No. 1523555 B . Release by the Public Trustee of: Deed of Trust from ARNOLD L. BURGER and LAMBERT A. BURGER to the Public Trustee of the County of Weld for the use of NORTH DENVER BANK to secure $520 ,000 .00 dated February 5 , 1968 recorded February 7 , 1968 in Book 591 as Reception No. 1512835 . NOTE: Modified by instrument recorded June 25 , 1968 in Book 596 • as Reception No . 1517934 . NOTE : Assignment of the beneficial interest in the trust deed above to CONTINENTAL ASSURANCE COMPANY, CHICAGO, ILLINOIS C . 1. Certificate from the Secretary of State or other appropriate office of Delaware , showing that TEXACO INC. is a duly organized and existing corporation under the laws of Delaware. 2 . Certified copy of Resolution of the Board of Directors or other governing board authorizing the execution of the conveyance. D . Deed , executed by the President , Vice President or other head officer fro.. TEXACO INC . , a Delaware Corporation to PARTY OR PARTIES TO BE DETERMINED Corporate Seal or facsimile must be affixed . 8017589 C-2 Sheet 4 of 4 SCHEDULE B THE POLICY OR POLICIES TO BE ISSUED HEREUNDER WILL NOT INSURE AGAINST: 1. Rights or claims of parties in possession not shown by the public records. 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor, or material heretofore or hereafter furnished, im- posed by law and not shown by the public records. 5. Taxes due and payable; and any tax, special assessments, charge or lien imposed for water or sewer service, or for any other special taxing district. 6 . Right to deny or restrict each and every right of access to and from the land insured hereby, directly onto abutting street or highway designated as Colorado State Highway No. 119 , as Colorado State Highway No. 119 , along or across a line described as follows : Beginning at a point on the West property line , from which the Northeast corner of Section 10 , Township 2 North, Range 68 West of the 6th P .M. , bears N83°51 'E, a distance of 453 .1 feet; (1) thence S89°49 'E a distance of 24 .7 feet to the center of a 40-foot access opening; (2) thence continuing 589°49 'E a distance of 93 .0 feet to the center of a 35-foot access opening; (3) thence continuing 589°49 'E a distance of 89 . 0 feet to the center of a 35-foot access opening; (4) thence continuing S89°49 'E a distance of 129 .0 feet to the center of a 35-foot access opening; (5) thence continuing 589°49 'E a distance of 32 .7 feet; (6) thence S49°47 ' 30"E along the South right of way line of S .H. 119 (Oct. 1969) , a distance of 10 . 1 feet to the West right of way line of I-25 (Oct. 1969) , by reason of grant or relinquishment of said access right (s) by deed from Arnold L. Burger and Lambert A. Burger to the Department of Highways , State of Colorado, recorded January 13 , 1971 in Book 638 as Reception No. 1560432 . 7.: Oil and gas lease between Texaco, Inc . and Amoco Production Company dated June 2 , 1976 , recorded July 26 , 1976 in Book 772 as Reception No. 1694431, and any interests therein or rights thereunder. NOTE: Extension of the above lease as claimed by Affidavit of Produc- tion, pursuant to ' 73 CRS 38-42-106 , by Amoco Production Company, recorded July 18 , 1977 in Book 803 as Reception No. 1724771 . Transamerica Title Insurance Company Arapaho-Douglas Larimer 2000 West Littleton Boulevard 151 West Mountain Avenue Littleton.Colorado 80120 Fon Collins.Colorado 80521 (303)795-4000 (303)493-6464 Denver-Adams Mesa 1800 Lawrence Street 531 Rood Avenue Denver Colorado 80202 Grand Junction.Colorado 81501 1303)291-4800 (303)234-8234 • • Boulder Pitkin 1317 Spruce Street 601 East Hopkins Street Boulder Colorado 80302 Aspen.Colorado 81611 (303)443-7160 (303)925-1766 • • Eagle Pueblo 0020 Eagle Road 627 North Main Street Eagle-Vail,Colorado 81658 Pueblo.Colorado 81003 (303)949-5613 (303)543-0451 El Paso Routt-Jackson 418 South Weber Street 507 Lincoln Street.Boa 773568 Colorado Sarongs.Colorado 80903 Steamboat Springs,Colorado 60477 (303)634-3731 (303)879-1611 Jefferson Weld 1875 Carr Street 918 Tenth Street Lakewood.Colorado 80215 Greeley.Colorado 80631 (303)231-2800 (303)352-2283 --1Er( Transamerica Title Services CONDITIONS AND STIPULATIONS Please read carefully • 1. This is a Commitment to issue one or more policies of title insurance in our Standard Form when the requirements set forth in the Commitment have been satisfied. The policy is available and should be examined before this Commitment is used if there is any question about coverage. 3. Only the policies shown are committed to. If there are any changes in the transaction, order an amendment from us. 3. The date on this Commitment is important. Nothing after that date has been considered by us. �. This Commitment is good for 6 months only. Extensions should be ordered from us if they are needed. es•, • AFFIDAVIT OF INTEREST OWNERS MINERALS AND/OR SUBSURFACE Application No. Subject _Property Star Center Minor Subdivision as described in Warranty Deed dated Sept. 7, 1973 filed in Weld County records in Book in Book 703 Recention No. 1625299 (attached) STATE OF COLORADO ) DENVER ) ss. . CITY & COUNTY OF Vtila ) THE UNDERSIGNED, being first duly sworn, states that to the best of his or her knowledge the attached list is a true and accurate list of the names and addresses of all mineral owners and lessees of mineral owners on or under the parcel of land which is the subject of the application as their names appear upon the records in the Weld County Clerk and Recorder's Office, or from an ownership update from a title or abstract company or an attorney. Richard W. Stanton, Land Manager - Records 4601 DiC Boulevard Denver, Colorado 80237 (303) 793-4200 The foregoing instrument was subscribed and sworn to before me this ___lath day of April , 1985 By Richard W. Stanton WITNESS my hand and official seal . . 4, 10.it i ission expires : Cj(,�/sLI, (9PC P t!D CaSe.4.) Yea. `c� ° Notary Rublic......:, �Y�J�'►��EC FOF � 41(1Te,• 6O f . . e., MINERAL OWNER Texaco Inc. P.O. Box 2100 Denver, Colorado 80201 OIL AND GAS LESSEE Amoco Production Company Amoco Building 17th & Broadway Denver, Colorado 80201 (Cony of Oil and Gas Lease dated June 2, 1976 recorded in Book 772 as Reception No. 1694431 recorded in the Weld Canty records is attached hereto.) Ss fom N,.lucesa tea flee. ,Cnlondol (4-761 TWO YEAH PAID UP LF1ACF: • With 640 Arras P„lino 1'n.eiswn OIL AND GAS LEASE I �y C , between t THIS AGREEMENT adds Ode .. 2nd--,- . . day of -._._ _.uU.fiP l6 _L. .__ .. .. __._. . Texaco,_Inc., a_Delaware Corporation 1570 Grant Street,_OenverjColorado --90201Ark __.... [ Ls•e (whether one morel. whose address b: _ . .. ___.. _. _. .. .od Amoco Production Company, Security Life_Bldn , Denver, Colorado SOLO Inge- VITNESSETIf: r' 3. Lessor In maldention of - IF.O._.ir}!__�'Qre. . . C.1 — '.:T_. L _._ __ . _ r._•tr._. Dollars ls` L6_.10.00 _.) In Anna paid, of the royalties herein provided and of the an rr.mets ,f Levey here of ai nod, hereby grants .•, I+as and lets ex. pro.pectins. trilling nod mining Lr and 1 -*1:ring oil and vu. laying nips lines, budding elusively onto Lease, fur too purpose of investigating, exploder. reads, tanks, power stations. telephone lines and other ate urturee thereon and on, user nod tenets lands owned or claimed by Lenor admren and contiguous thereto, to produce. saved, take care of. treat, transport, and own nil prodct+. and housing Its employees, the following described land in_ Weld __ County, . Colorado. ___-___ ..___ Truett: A certain tract of land in E/2 NE/4 Section 1C-2N-Cad as described in Warranty Deed +fated September 7, 1973, which bears Reception No. 1625299 and recorded in Book 703, Weld County records, and containing approximately 13.15 acres. (Not withstanding anything to the contrary contained herein, no well or equipment pertinent thereto is to he located on leased premises without further consent of the lessor. ) The royalties provided for in Paragraph 3 hereof shall he 25% in lieu of one-eighth. This lasso is limited to baritone from the surface down to the base of the Dakota formation. 2 Y. This keno shall he L os a term of yearn from this date hulled 'primary tern)'s and or long thereafter ns°II or gas is produced from said lend or land with w hich said land Is pooled hetsunder. S. The royalties to be paid by Lessee, are, lal on oil, one-eighth of that produced and saved from said lend. the name Io Ire delisrred at the wilts or to the credit of Lessor Into the pipe line to which the wells may hr eonnes•te.l; Lessee may ham tins• to time putchae soy royalty Ohl in its p-site'+sion paying the market prix• therefor pertailing for the field where produre,l on the dote of outcome: Oil on gas. including csnhsghead gas or other gPatoue aobatanec, pro• due,a from *aid land, and rola or used off the premises or for Ihr erlr artnn of gasoline or other product therefrom, the turket value at the well of one- eighth of the gas So sold or mod, provided that on gas sold at the wells the royalty shalt beone-eighth of the sonount real i eed from sorb sale: while there is a g as well out this leas,• or on tong an pooled therewith but gas is pat Film( sold or prod. Lessee may pry sa royalty, on or Is fore ninety If,I days after the date on whirl, paid a..1 is shut In and thereafter at annual inlets ales the aunt of $1.r0 per acre. ever if such payment Is made or tendon rd, Ihi, lease shall nut p tin nt to and it will he roneidered that Ens Is being produced from this Irate Its paving Aoa nuties. Lowe shall have free use of oil. gas, coal and water from said land, except water from Lessor's wells, for all operations hereunder. and the royalty on oil and gas •hall he computed after deducting any so used. ,. Lessee. a! its option, la hereby given the right and power to rod of roost:.ne the acreage covered by this lease, or any portion thereof es to oil and Om, or either of them, with other land. lease or lease. in the immediate vicinity thereto( to the extent, hereinafter stipulated. when In Lessee's judgment IL is sect nary or advisable to do so in order properly to explore, nr Ln develop and operate said leased promisee in romplia nee with the °paring rules of the apprapiiate lolal gel.,-+man tal cut horll v, or other lawful authority, or elicit to da Fe would, in the Judgment of Len. promote the conservation of oil and gas in and under n•,d that may by produce-h from seta premiere. Volts pooled for nil hereunder .hall not substantially exceed 10 acres each In area, and unit' P^.dad fur g:u her' tn'lcr shall not substantially e if In area 640 nerve ench plus a tolerance of 10'1' thereof, provided that ahmld government- al authority hsvi-•: Jaris•Jlrtinn prescribe o- permit the creation of units larger rum there specified, nods thereattter created may 'tpat form sulelunli sly In Rite with thee air,srnlo.d hs governmental regulati..na, Li-air,- under the provisions hereof may pool ,r soot line ecreatp• tint,rel t-y this Irene. or •ny portion thereof as al,oe prodded Oil to nil in any one or more strata Anil a to ass In any one or I n strata The unite formed by pooling as Po any 4rntnnt or eats heel rat mfit n, , dye .r area w:th the unit or outs into whirls the lease Is p,-• •1„ncombined as to any other stratum or etrm a, nod ail units need not conform as to at.a with ens units. The pooling In one or nr er ln, ta shall not ex hnust the rights of the Lev maW Lessee h .. rr to pal •hl. lens• or portions thereof Into other ant*, Lessee shall lilt for record in the t appropriate teetotds of the cennty In which the leased premises are situate.' an butruinent describing amt ,le.ignstinr the Pcad,d acreage as • pooled unit thence way at it, cb-rtisn eaerese Its pooling option after communing operations for ow • mplo•,r m, oil gas well on the Iruse•1 premiss..., and the p,clra unit may Inrlo'r but it Is not required to Ineltsin, 1w,ed or I up, whirl. • well ,.cap:J' of es..I.win., nit or gas i n pay in, ,tusnritle* has thentofero. hero completed or npnn which operations for thus d.ethec or a well Cr, nil or en. hale theretofore ken roi:menrel. Operations for drilling on or tosauctlun sal oil or gas from any part of the pnold unit which udm, all or a portion ot the land covered be this : e r,-,tardleas of whether such ('posit,.--+ her ,killing w c,m,oenret ,rl. Iiohhtrfwn ass ierornles'-1.1--- , niter the a utinn of this'inetromrtt or 'It- instrument designntinr the pooled unit. *hell I, ....laddered st op,ralbns tor Oliva e • prmti-' ion nil use pas'Lom lmi rn „I by IA, v.holh• hot t4 ell , .ells he loennsl on the pr ,Igo., c • Ls this louse. and the entire acnii,n r Lil pat n,¢ sit ,no nits,w +d and gas or t. f to heroin worovohsl. shell he treaty-I for all purr + rarer' t.a n,yn.e,t n toyslt, a 1 1 ct-pal, is "• rte 1 'I1 v if the +sin laded in this !has,. Fer the purpose of computing the royslfw to which wlr of rnyy.gltla and tnv -tat out f Lrnl- .ti-m 1 •<h of theta, shall be'nth' n production of oil and gas. or either of them, fr,nn the pooled unit. there shall I-- sll,ratid to toe land run' I by this Ines- And Inelhdr-1 in sail I cot a pro rate portion or the ,•il and gas. or either of then, pr,-locid from the podded oral after deduct leg or that used for nperatl one n the p,ad•d unite. Stir!o 'Ibrnllnn shall te serener nn an serene basis--Ihnt is to nay, there shall be albra tea to the serener +morsel !hit leans 'and ',drd In the noted unit 'ha rv, rats portinr el the oil and Ran nr either of then,. prolnr ps w sl from (h• ' eel inumb,'lt the numb of ,rtare tierce nrovord by thin lease and n,In-0,d i. 'hit p'.••,•I mitt hears to the total number of surfer° aerw Inrhnld in the pooled unit. ksyxltry herettuder shall be rompoled on the portiem of su-h p'odur'ioa. wbe,'t n 1t be oil sod gee, tar either of them, to allot ste,l to rho Is pad creel he this ka:•,• al.d lot-hided ,n the ,nit luit as though such or.du-ti,n s e from Fitch land. 'Ilse pr.+inrliont from an of well wit I.e ,'on-iiderreel l-�,d'rtion from the lens, or ml pooled unit from wh,eh It p: prodoring and r.et ..• pr,.lo+'it's from • gag pooled unit: and production from a gee well will he considered as product-on from the Iraar or gat pooled unit from which it i. producing and not front an oil pooled unit. 6. If a: the espb.lion of the primary term oil or Ilea Is not heh,a ',salute-I on said 'and, or from land pooled therewith, tort Loser is then engaged In dnen,g or rew'r'iem operations thereon. or shall have remotely.' a tiny hole tierrsen within 60 days prior to the coil of the primary ' ms, the lease •hall remains remn Ito force s, r as operations on cud writ or fry drilling ,r r for Mar of any additional well are trn•rrupd evuo-t with no . ti of mere than 00 °o n. roti'e day*. awl h if ' •v r.snitt in the production of oil or gas s long thereafter use of l-r Rae is pr ured front gab) land, or from land pooled therewith. If, after the sptr••inn of the primary term of this lease rind saner nil or ass n to,is and from •e id land. or from land ;soled Own with the pet lurtion thereof nhei.ld nom onioho this Irate shoal not terminate if Lessee ro mo-'ere ope'abern far draping or rewrrkinr wpbs, fa day. at'., -he ---ration of ouch tusdt,'ion, hot .•h.all ruin in force and effect so limo es such olo,rarihma ere pr.wrented with no r,wsati•r of omre than, el rnnaerntive days, and i' tins J' to the pi-,lceliom of od or gas. •o lung ihm nf"r an oil or rus is Produced from 're'd land, from land p••nl,t :Le, :.it.. Arty prated unit denien-oat hr lesser in iv...whnner wllh the term, he reol. mac he ,ll+r,olvulby Levee by Instrument Wt.' for modal in the altergerintt ry eras of the county In nt,eh the kneel p-entitye ore situnt••d at any Iithe after the romp:dim. of a glee It or the crw•nlinn of visits-thin on sail tot. In the event • well or w•-I a I.-nil-is',i r,- par r:.• ir, riiI u (plantlike well oral el • In on :al's rn✓ ,•and and nil wort ban dl of ash d lone the Ilan rren,'•-s, ear Inn pooled at ae,lh ! n-ee a I.to am L. liver mob offset r 11 or orl r• ar W r nyrnmblr p+slot •.o^ev or world :4:'1 Itt d��r the nun+ tfr similar c' d-sr tbett . Lesendaee may •I any limo der Ste amt deliver to Toaso+ on place of s and s re lieu par rrl•no l . van. any the l ten or pontvult of the al.m+ d,woibrd l'remia«z and thrr.hy sore ndcr this Ih age u to Stich portion or portions and he relieved of a4 nblials ions n+ ',, tL,h aerrn¢e son en•Ir.osl. r Ias+e- *Intl 1:, I'to right at any time during or Nebo. the expiration „f this base t: remove all prop,et, and, Jane., use pat s pine- I by 1,-sine to d, said lan mod-sl,og tom eht to do nw spa •nve rse all rasing. When remdred Ity a ., Le=nee i;l lo nil pipe- ones below enlienplow depth. and no well shall he dn•bsi within It n his -I fret of any rtsidrnce or barn new am sun) 'anti without L.rvn','consent. t s •i¢Me of tither only hereunder tray he osir'tell In whole or In Not o I It,.' I- loin horror 'hall ehleivi to their heist. su •a ash ch^ cre duel anthill ,.ca het ..•. eau ! .,r orn,:i,m, -n ,taon+ship of the Lend m rail i +. hewer t Areee-.,until ie,ll •eCI ale to, -ter h tle• ,bbl la lice, par di min i+,, lbe rigi t eof d rime. par •tai ion in such n- or-ownership :hall b, fed re ..n hTirt+ tart I tot,^ ,10 dins arse hustle sag have Lean a evens f. regiment n w rrL•.r ,' pant Paltuhe f' of basins of any w etrifu espy of err,rtrd i esrnm,nt or instruments h ,e er idea oh.¢ basso re Ika • rt. of assignment 1 er-e, wh dI- •h part Palatka,. for Bosch of .. entitled ohli !so herrun J,r o.,,p rasa see lust yriY :man the ohe.nt pal T4 least n of ilv ton thereof w • A0 ,el- b, mesh. I' a pasties renmr -,iti L' i l,rr r„•olep Lr11' tat w sit. d payment th nnf aches .and until furnished wilt, • n nLL�l,• :npnu.o .� ., .' Irv„all such parties Amirnnting en.sae vnl 1., n,e,ee. layman{ for all. lb- ^e7.I; e Ly of any ohllgeton arl„Ine h-re,m•,r: I: not o.t n fo,','h 'ermn,ation of this hiss,. n ronms a °lion •r "stool" -if h, .lr he., . ho n nL, for r II 1.--i..7•1 1•+N'- r.'t lit the VP/on I 1 ,r ider t tt to 1 tin 0p, ode" +l , :Ia. with rho le•oe, Lres , null . I) le..: re of the feels rd too, o se t t n ' lnr.e', And Lance if tar nF,II days 'fte elI,t of rurh which rtoyr a the °,Winner with Ihr (+ligation• Im -,1 In of this nn,•'ru pit, Aft',: , n-^ r'ut , l•n era na,lllbw on aid pus r„ Lr.r,sot,ta al 'I.nI�p Ih• wrwaye sited F.. nmmr a till', Ir -L.•,t npe airs+ ve;r'.a,t.,, eu',ol mu, It pay ill In vent he sr pd In+drill n thane well per ftrly Um of the rev ...she,' her ed.r tad a ,able 'p'o,h, sag ' r.. rg and one no per felt erne pins at orr,•n so ?starenee not to eoysd tfl'}rid nil hers of .he are. retained bevuuder and Apnh.- par sr-✓nis:nu .+. .'s pa me quantit•s. t t,'.ti- Iw ' ' s ' acne+ that Lessee at its pat lion sta alto-ha•ge env Ins mot'rat,' Ober Ilfm onn . I ,I din.. lop to p h.I •it L.. . (Ines o .it I.. t,Lr.,v-t..•1 .,h s mh Ion with the right to ....lone pad empty nyaltea :.e ' • L.. t , fa'tr , \e;flow, in rah nnem.. of L r I, ceder Ih^ v ally in event •f failure of Vie .., h • •1 a.. It Lessor t- est i she oil-at rV on.In , ndr soil I,-oi It In the r, • Let shanty estate. Own tithe nonwhite to he raid f roar a shall be reduced • fv, • s +n,e:;h1 rite pas .,t more of the patties nsonu as I- s n_. ad lu rxeeWr ibis bast.. It shall nenerlhetess Lr binding oval the Forty or parties 10, 'd -e he salsa from complying with express Implied coo-rant of this I,u-r mint it r.! or ,nT. poerat•os, !.le oil or apt 'lor'nfeem by res•o,t of ersurll. f a ins"ley an Idh, 6, hl al I') eiper-t.,n of loin n e e,,yh 1-'.-!r h wale I..h• any rler, rale i umlaut. KIP : soil-,.Idaho. Ihf- •°I,:le en ni,r...m,p in,1 v stairalm pal,y with rash ..,,,nt ,1... ^J., nod Lessee shall et Ihr itath in ,-i of ini,' •It •P,rfw'ilb 'h! this t -Ii lie -pad., wilt,. ae,t htug e , . .a ."•u. u t n: r .nv n tsar sr .r I d Is nee sorb ed., from enntluetiot, l I rr I'Pit. •,,•..., n m I. 1 roil c n the Ir-s-1 nnmia.+, and .. � wh,lr Ir.s. s *s t s e. .-�rl shall not h.. ..minted tgm,.t 1 x, h. v fig on I.. I've---- --------y I-s Y it^\sITNF:FT \YIIEPEcl}. this insteument Is e r•nb-I on the dole Gat .i. TEX Vey , "fit,", n , 420,1 . v„s>It; rfrl. e 4 iv on a age • ( C- i ... 1 f 1.e, tat INDIVIDUAL At'KNOtVLEDI;MENT STATE OF ' '' f;t' County of_ _1 es. The foregoing instrument was acknowledged before me this 2,71... i day of — 3(1." —'- —.. t0- _. _by__ `xa :o' In:. Dt H. B. Rainbolt • i 4S Division Manager Dic i'.>nunis.i:: expires-� / ._____�_ 199? .<<� _ _�f `-- Notary Public - INDI VII)U:1L ACK NOW LED:P,I ENT . STATE OF_..__._. _—_11 • County of__ 1 ea. The foregoing instrument was acknowledged before the this_______ _day- o[. 19 _ ._.... by My Commission expires Notary Public u . 7 Cgo.. >a M C 9 o ` U U D c c • y - 1 0: I V) U o c o CI I. ° v o c I Iv u�j 'D y m I 1 d1 O p E` i. 8 I w F. _ v i eti ay - m S .� n Y I ; .n y O e 1 Y C - 3 isit I d - c a c Z CO I r. r e a o G F c` . A :•t. Et: m f o G . /3 .led 015 oc��cw(1� M N0V 23 1973 m SC IL (03 at[ taa _.-.._162.52.9 .._... Ann Spomer, Recorder WARRANTY DEED Q` This Deed , made this 7th day of September , 1973 `„ between DEL CAMINO CORPORATION, a corporation duly organized and ('4 L1 (st existing under and by virtue of the laws of the State of Colorado of the first part , and TEXACO INC. , a corporation duly organized (.( and existing under and by virtue of the laws of the State of Delaware of the second part ; WITNESSETH, That the said party of the first part , for r:n and in consideration of the sum of One Million Two Hundred Fifty Thousand and no/100 Dollars ($1,250 ,000 .00) to the said party of the first part in hand paid by the said party of the second part , the receipt whereof is hereby confessed and acknowledged, hath granted, bargained, sold and conveyed , and by these presents does grant , bargain , sell, convey and confirm, unto the said party of the second part , its successors and assigns forever , all of the following described lots or parcels of land, situate lying and being in the NE1 of Section 10 , Township 2 North, Range 68 West of the 6th P.M. , County of Weld and State of Colorado , to-wit: Beginning at the East 4 corner of said Section 10; thence North 89°49 ' West 451 .4 feet ; thence North 00°24' East 1323 .4 feet ; thence South 89°15 ' East 40 feet to the Southeast corner of that certain tract dedicated for street easement (known as Burger Street) described in Book 653 as Reception No . 1575358 , Weld County Records and the TRUE POINT OF BEGINNING ; thence North 00°24 ' East along the East right of way line of Burger Street , 1255 . 52 feet , more or less , to a point on the South right of way boundary of Highway No. 119 , from which point the Northeast corner of said Section 10 bears North 00°24 ' East 49 .2 feet , South 89°55 ' East 410.46 feet ; thence South 89°49 ' East along said South right of way boundary of Highway 119 , 328 .4 feet to the Westerly right of way boundary of Highway 87 ; thence along said Westerly right of way boundary of Highway 87 , the following courses and distances : South 49°47 ' 30" East 10. 1 feet ; South 10°00' East 132 . 16 feet ; South 0°28' West 896 . 38 feet to the North line of a parcel of land described in Book 1504 at Page 608 , Weld County Records ; I'ORREC'fION DEfil)-N') DOCU'InNrARY PEE v 703 1625239 11- ;- thence North 89°32 ' West 90 feet along the North line of said parcel of land; thence South 0°28' West 224 .9 feet along the West line of said parcel of land ; thence North 89°15' West 270 feet , more or less , to the TRUE POINT OF BEGINNING . TOGETHER, with all and singular the hereditaments and appurtenances thereunto belonging , or in anywise appertaining , and the reversion and reversions , remainder and remainders , rents , issues and profits thereof; and all the estate , right , title , interest , claim and demand whatsoever of the said party of the first part , either in law or equity, of, in and to the above bargained premises , with the hereditaments and appurtenances . TO HAVE AND TO HOLD the said premises above bargained and described , with the appurtenances unto the said party of the second part , its successors and assigns forever. And the said DEL CAMINO CORPORATION, party of the first part , for itself , its successors and assigns , doth covenant , grant , bargain and agree to and with the said party of the second part , its successors and assigns , that at the time of the ensealing and delivery of these presents it is well seized of the premises above conveyed , as of good , sure , perfect , absolute and indefeasible estate of inheritance , in law, in fee simple , and hath good right , full power and lawful authority to grant , bargain , sell and convey the same in manner and form aforesaid , and that the same are free and clear from all former and other grants , bargains , sales , liens , taxes , assessments and incumbrances of whatever kind or nature soever; EXCEPT general taxes for 1973, payable in 1974 ; EXCEPT Moffat Tunnel Improvement District assessments payable in 1974 and thereafter; EXCEPT reservations , restrictions , protective covenants and rights-of-way of record; EXCEPT that certain Deed of Trust to the use of North Denver Bank to secure $350 ,000, dated February 5 , 1968 , recorded February 7 , 1968 , in Book 591 -2- • 152:1299 3O j03 y_ 3 as Reception No. 1512834 (thereafter assigned by North Denver Bank to Continental Assurance Company , Chicago , Illinois , by instrument recorded November 6 , 1968 , in Book 602 as Reception No. 1523555) , which the said party of the second part hereby expressly agrees to assume ; EXCEPT that certain Deed of Trust to the use of North Denver Bank to secure $520 ,000 , dated February 5 , 1968 , recorded February 7 , 1968, in Book 591 as Reception No . 1512835 (thereafter assigned by North Denver Bank to Continental Assurance Company, Chicago , Illinois , by instrument recorded November 6 , 1968 , in Book 602 as Reception No. 1523556) , which the said party of the second part hereby expressly agrees to assume ; and EXCEPT any tax or other charges by reason of inclusion of property in the Northern Colorado Water Conservancy District ; and the above bargained premises in the quiet and peaceable posses- sion of the said party of the second part , its successors and assigns against all and every person or persons lawfully claiming or to claim the whole or any part thereof, the said party of the first part shall and will WARRANT AND FOREVER DEFEND. This is a correction deed amplifying the legal descri- ption contained in that certain deed from DEL CAMINO CORPORATION to TEXACO INC. recorded September 10 , 1973 , in Book 699 , as Reception No. 1620909 , Weld County Records . IN WITNESS WHEREOF , The said party of the first part hath caused its corporate name to be hereunto subscribed by its PveUdent•,, and its corporate seal to be hereunto affixed , attested Ada -44 ;trs e�retary, this 2-y day of October, 1973 . W: 1.11 IA Lt;G n. 4AcIELS:rt ..•G � DEL CAMINO CORPORATION °1 Ckhw /c..(�. i /, 4/c, By ji:(et .,C-dlt Wander , lttiw4 ✓ Shirley J . Wander , Secretary Tomas W. Inman , President -3- 1625299 STATE OF COLORADO ) COUNTY OF ) ss . The foregoing instrument was acknowledged before me this �� y of� da , 1973 , by Thomas W. Inman, as President , „ . of Del Camino Corporation, a corporation Witness my hand and official seal. : C.\oTAR!- u •. TUCt1�G :;� •..�... (/ x� /( - ici_c-L Notary Public My Cunmiission expires March 31, 1915 STATE OF COLORADO ) COUNTY OF /C..LL aL ) ss . .• • The foregoing instrument was acknowledged before me this ' day of C7/ /r-& e..,-vt gc_ J, 1973, by Shirley J . 0lander, as s ' N 9-ecrtar 1-1 : y, of Del Camino Corporation, a corporation. Witness m":?;F •. _..•-` y hand and official seal. Lj 1 Notary Public My Ccnunission c:;c;res March 31, 1975 rt 4 -4- '' LTTI.I'f:'e.`1:RV!I'F_STA'lri •::.1• I'�'1: SUBDl_ViSII ' I'I:I:I.)`IlNAn: PLAT The following record of utilities shall he processed by the subdivider or his representative as required in St'c:tion 5-2D. of the Weld County Subdivision Regulations. • NAME OF SUBDIVIDER OR DEVELOPER Texaco Inc. lIame of Subdivision STAR CENTER MINOR SUBDIVISION Agent/Owner Texaco & McDonalds Name & Address Richard Irving 793-4181 Tech Center, 'Denver, Colo. • ELECTRIC UTILITY COMPANY - Union Rea Electric Approved by,7af.z./ 1 Ye", 9,9";•.•• 4,(il-af,‘ �� ) . v /7- s- (Title)✓ t f<<e) (Date) Subject to G''.Yr ,r.- .may f, Disapproved by (Name) (Title) (Date) WATER - Left Hand Water Supply Approved by / /] / /�j� tee ,V-72- ?� Name) t lerta ) / '_ r (Date) Subject to 1.14i, Q g y ego � �. Disapproved by " (Name) (Title) (Date) SEWER - Texaco - On-Sfte System --a, cc'Approved l; (-4,.„.., /a_s - iNnme) (Titl `r (Date) Sul,ject to Disapproved by (flame) (Title) (Date) TELEPHONE COMPANY - Mountain Bell Telephone Company Approved by t 3r NlGR .4/01214 /7 /9! W.ele..././Z(..,Z (Title) (Dare) • Subject to Jett14&Z tGC2(.4f-k) . Disapproved by (t'Jme) (Title) (Date) - • GAS COMPANY - Rock Mount In Natural Gas Company Approved by e..-/f"--.9-,S-- Name, --- (Title) (Dale) Subject to Disapproved by (Name) (Title) (Date) FIRE DISTRICT -- Longmont Rural Fire Protection District Approved by 212.el�mot.,.. _� C�'J�-� '! F/?F ��O2S/mod `/L 7'� — /�- (Name) T (Title) --�— (D _ (Date) Subject to , e. ,.,c.✓ of /J« PAD 4' F"r,,t f'orvL Fire. . Pe 7/7b4 Disapproved by (Name) (Title) (Date) • AFFIDAVIT OF INTEREST OWNERS SURFACE ESTATE STATE OF COLORADO ) ) ss. COUNTY OF WELD ) • THE UNDERSIGNED, being first duly sworn, states that to the best of his knowl- edge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County As- sessor of the owners of property (the surface estate) within five hundred (500) feet of the property subject to the application. This list was compiled from the records of the Weld County Assessor, or an ownership update from a title or abstract - company or attorney, derived' from such records,-or from the-records of the Weld - County Clerk and Recorder. The list compiled from the records of the Weld County Assessor shall have been assembled within- sixty (60) days of the application sub- mission date. fre T. Bedingfield The foregoing instrument was subscribed and sworn to before me this 18th day — of April, 1985 by Jeffrey T. Bedingfieid. ;.;. - WITNESS my hand and off'cial seal. ' My Commission expires; / , / 7 /y. " 14� d! (v) 4O.•, ,,/, ///.•. 6iv. ' Notary Public NAM OF CERS OF PROPERTY WITHIN 5 Fr- -- elease print or type NAME ADDRESS, TOWN/CITY, ASSESSOR'S PARCEL STATE'AND ZIP CODE IDENTIFICATION I WELD COUNTY GREELEY CO 80631 62-1313-10-1-00-027 SCHRADER OIL COMPANY 320 N. COLLEGE AVE, FT COLLINS CO 80524 62-1313-10-1-00-012 DAVID E CAMENISCH 40% INT & GLORIA F CAMENISCH 40% INT & DAWNA CAMENISCH WANEKA 20% INT 3598 HWY 119, LONGMONT CO 80501 62-1313-10-1-00-074 3924 HWY 119 MOBILE HOME PROPERTIES LTD. DBA RIVER VALLEY M.H.P. LONGMONT CO 80501 62-1313-10-1-00-030 RITE-A-WAY INDUSTRIES INC. % JOEL WIENS P.O. BOX 760 KIMBALL NE 69145 62-1313-10-1-00-009 DUANE & MARY K DEZELL 1315 HILLTOP DRIVE, LONGMONT CO 80501 62-1313-10-1-00-028 TWO-95 (295) CORP. 7. GRANT BROTHERS P.O. BOX 948 LONGMONT CO 80501 62-1313-10-1-00-026 SCHMOLL CONSTRUCTION INC. . 3024 HWY 10 E RT 3, BILLINGS MT 59101 62-1313-10-1-00-008 I. S. DALTON CO. 445 KARSH DRIVE LONGMONT CO 80501 62-1313-10-1-00-015 MARY B TAGGART 150 SUNLIGHT CIRCLE. LIVERMORE ('0 80536 62-1313-10-1-00-079 GUY T & EDNA M BIXBY 5905 SUNNY SLOPE DR FT COLLINS CO 80526 62-1313-10-1-00-00] • GRANT BROTHERS P.O. BOX 948 LONGMONT CO 80501 62-1313-11-0-00-001 P.O. BOX 7611 CHEVRON USA-INC.` PROPERTY TAX SECTION SAN FRANCISCO-CA 94120 . 62-1313-03-0-00-015 CLARENCE J & VIVIAN P:EVERS 1203 PRINCETON STC_ LONGMONT. CO 80501 62-1313-03-0-00-032 RONALD L 5-DARLENE F FAHRENHOLTZ -. 1119 WINDSLOW CIRCLE LONGMONT CO 80501: 62-1313-03-0-00-033 MUSKET CORP. % PROPERTY TAX CONSULTANTS 3336 E 32nd ST SUITE 217 TULSA OK 74135 62-1313-03-0-00-013 MILTON L & EDWIN S KAHN 6750 E EASTMAN AVE DENVER CO 80224 62-1313-02-0-00-003 FINAL DRAINAGE STUDY FOR MINOR SUBDIVISION, FILING NO. 1 LOCATED IN WELD COUNTY, COLORADO A Prepared for: Texaco, Inc. 4501 DTC Boulevard Denver, CO 80201 (303) 793-4403 Prepared by: Bell Engineering Company 500 Kalamath Street Denver, CO 80204 (303) 629-0165 Date: Arpil 4, 1985 PROJECT NO: 85-1315 As/ ` * .114530 " *, X* � Bsv /q � :PeC N AB,:.<" 41 TABLE OF CONTENTS 1. INTRODUCTION/DRAINAGE CRITERIA 2. DRAINAGE PLAN 3. COMPUTATION APPENDICES (i) Rainfall - Depth - Duration - Intensity (ii) Existing Drainage Conditions (iii) Developed Drainage Conditions (iv) Design Aids INTRODUCTION/DRAINAGE CRITERIA The following drainage study has been prepared for Minor Subdivision, Filing No. 1 (Del Camino - Texaco Development) located in the Eastern 1 of the Northeast 'z of Section 10, Township 2 North, Range 60 West of the 6th Principal Meridian, in the County of Weld, State of Colorado. The techniques of analysis and design employed herein are in accordance with the Denver Regional Council of Governments' "Urban Storm Drainage Criteria." The composite subdivision is comprised of 9.87 acres of currently developed land. The subdivision is bounded on the North by Colorado State Highway 119 right-of-way, on the East by Interstate 25 Frontage Road right- of-way, on the South by unimproved land,' and on the West by Turner Boulevard right-of-way. This site is currently developed as a Texaco truck stop with a waste water treatment facility occupying the southern 3.00 acres. The site is crowned to drain to adjacent street curb and gutter sections which transport flows to inlets located on Highway 119 and the I-25 Frontage Road. Flows entering these inlets are conveyed by a 24" diameter CMP storm sewer outfalling into a drainage swale along the Northwest exit ramp off I-25 and eventually discharging into a rural ditch several hundred feet north of the site. The subdivision is devoid of off-site storm water contribution. On site run off from the site is considerable, however, as approximately 90 percent of the site's surface area is impervious. Development of this site will include the subdivision of the existing 9.87 acres into six parcels that will be developed for three entities: a Texaco mini-mart service station complex, a McDonald' s complex with truck parking facilities, and the existing water water treatment plant to remain. Each site will be graded to maintain existing drainage characteristics, ensuring the transport of run off to the existing storm inlets. INTRODUCTION/DRAINAGE CRITERIA (cont'd) Designs flows generated across the site have been computed by the Rational Method which involves the synthesis of flow rates from rainfall intensities and provides reasonably accurate results for a 9.87 acre site. Flows are represented by the equation: Q = ciA Where: Q = Peak rate of storm water runoff (cfs) c = Runoff coefficient i = Rainfall intensity (in/hr) A = Watershed area (acre) Runoff values have been determined for the initial (5-year) and major (100- "A year) storm events for both the existing and developed condtions. The analysis will exclude the waste water treatment plant site since the facilities will remain intact. DRAINAGE PLAN The site grading and drainage plans for Minor Subdivision, Filing No. 1 is presented on the attached blueline print. Numerical quantities of storm water runoff generated across each drainage basin are shown and are derived in the conputation appendices. A qualitative discussion of the proposed drainage concept follows. The existing 5 watersheds comprising the site have been eradicated by proposed development. The proposed grading plan has established 10 distinct drainage basins each of which will discharge in to existing storm sewer lines. Construction of new curb and gutter sections along the perimeter of the site, however, will require construction of new inlets to convey waters into the sewer system. All parking lots and drives will be surfaced with asphalt and graded to a minimum gradient of 1.0 percent, ensuring adequate conveyence of surface flows to the new inlet locations. It should be noted that the proposed development of the site will actually reduce the storm water runoff generated because the percentage of pervious surface area has been increased by the creation of additional land- scaped areas. As shown in the computation appendices, the anticipated developed 100-year runoff is 92 percent of the existing flow rate. COMPUTATION APPENDICES • IA.'.Li... F IK"I r•r.E:i';.I i,1+.: i.31... - PR 03 F C'T 1.;!..T:LE . Er.:-...• 1 71 c" 1::Ef_.I r. I.._: 1r-r.:- r,. '-...1111.' .r.. Z.... 3:71,177.3:F.'._'!_8_..r --- 17)!L. I'..; ' .I- Ir.1' 't• 1 _ • ..Y. .. r-1r-ET:t•••••!!''..7.1.' I _.p_.'`..:.- EVENT TENT i ... 11":! iL. .H('11 -..;!...;7",' 1+"11 - VEY' 1 . .." :I . 1 . . ':, 2 1 c.'-'YE Arr: i 611 1. . 92 2. i 2 . r1 i Ei7. 941 r.s't_i F.::P-'•h r .;L. ar.13 VA i, Cl.•d,...... N C_1 TR:ti.:. tUR.;1191t 5 10 iJ 30 10 RATIO 0.29 5.45 0.57 0.7.9 1.0 2-'!ELI:': /•Hut' rEFTH .?5 .95 .".5 .95 °5 [^Ti: •T DI J;:. 2755 a .7505 .+ 5 I.r. • .:i`Y5�•. .r�rJ .4.�J .5415 i .9J 1NTENSi?I ti.306 •.565 2.166 1..501 .7J 5-'EI;P 1-HC!'; DEPTH 1.37 1.37 1 37 1.37 1.37 i•E*'!-! AT DUP. .7973 .6165 .7809 1.0823 1.37 . 1fi1EN TY 4.'676 3.699 •1Q4L 1.:7 3.I"36 G" ' 6 4J 1,:-YEAR 1-2•!0. 2:P 14 1.0_`• 1.65 1.65 1.65 1.65 N.P.rx fi7 .'JR. .4185 .7425 .74046?9 a 3035 1.65 r •.J'v JJ INTEl'w.Tv 5.742 • Arr. 2.762 -.607 1.65 E0-YEAR 1•HCu' :UN 2.68 2.68 2.68 2.63 2.6S r:EPTil AT D:!F'. .7772 1.206 1.5276 •.1172 2.68 flTE!;31TY 9.3264 7.236 6.1104 4.234401 2.69 NOTE: R�:fet-orice att_achv.:1 r•_ ln.1.::,1I intansl t•y curve.... 4 or pi 1.ot•.t(i.Cl vca 1 ,F.a . DRAINAGE CRITERIA MANUAL RAINFALL 4 YK- w Oral 3 aE0 w Or- o 11.1 02t—i SYK Flo c a 1 0 1 2 3 6 DURATION (HOURS) FIGURE 2-11. RAINFALL DEPTH - DURATION DIAGRAM DENVER REGION SOURCE: NOAA ATLAS 2, VOL Ill COLORADO, 1973 5-1-84 URBAN DRAINAGE E FLOOD CONTROL DISTRICT I.__i_ t. . ; ; . • i 1 - ?.1v01 gig'i1JEr •q.o ..,._.__ _..__.:_ i ('OMr/}J/ I fJ& u, :F .JL ' f J Pk, . l-'13 boT_.__. _____- -- rt-- I i on _ -._.-.;._ • I ; • t4 r.«) --_ ;_----. ._. ._._ _...-_' + e.t —t -7-- 4 • ; I I I k i ! s N I i i • i ; ; I ; ' • r • 3,0 , . -- - I j 's l s I I.0 + s -- - 1 I 1.0 ._ _� ___ -t - T 4 5 ID +5 2a i5 3v • 6 40 ¢6 So 5S 6) j'lMc (►ttlnil (G,) AIL &J&'h Fq 1/4 c>JupoN 01577116 WilllerE cqJnrol6 S 96-I?K (1-As 7hc egg eontprrsild v( s dished- drl bas,sc . Dina pyjpow! hevilrnne b,l( Qrdclie4 -M q /,] 1q1 r7 Nik p;rlcAL of eitsiiij drd b./'.:Fen( c-k)tr i✓ct`lr rang Will bt hid ow 4kc iniptnithzeg,4 6 , . E f,efars) :76 -4{e Sw f aet5 md/r uck Ofw,fubd aL -f ht o-ttRc1 d #15Tegrc OiM o5lte puAloT etErFictenfr CIVIL Oct 0,81 Om- 0.66 A jmfEb 721-/n/oE 04,m nk propod da✓ihppitKJ of -Mk 4rIL ill aekuall erM'k fhy JN0Ii d v( 6l-ork.i/Jaly /m(4 rant-id dCro45 Tiltt 41:11- Cdfi5E i� Clrtln�� 4' f1ZrV1o'J' 4arpct JYLd 445 I nt i'ere r( bijC criela ' Giebt;Li 4l ladatet dire, . ,Es olytyu4d at f VEVELArb loclorF C, fFIC/E,lr 5heef -{ , d&vLl4 1 NUr1d/f eoi/7ic/p1 dv!.. as fall: N=a 76 ado-o.76 fit_ n- "kw-) -Mt.(.. aruud ( 6411trl r rutof f has blot Iglucad 1- . = 0,06 or tilted avx 4k ar1ire Sift. 7k 4r& ,toad", tail kitadtd 'So to molcctidect dram , thefici. 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"i''Li.{'.Z . :-(57 r.2 :.i'6' 4 1,71.7.2. 8 - r • �•_ LL i.'T't�._�=i '3c •^y r_r-y r_ 2(..)9.±,52. 7 2105^. : CI 271731 .2 r'•.... h r'..'r, r �r� ~i� t...-- ._It�r'�L_ �;.....h,`1 : 1�,Tri1 it1 0.17 —71.5104 . 2"'try'1 rJ L= Hello