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1.0 Application
ftattlement Ii�esa \ 'ncorporatecJ • • 759 Horizon Drive, Suite #3 • P.O. Box 308 • Grand Junction, Colorado 81502 • 303/245-1300 August 4, 1981 Garfield County Planning Dept. 2014 Blake Ave. Glenwood Springs, Co 81601 Re: Final plat for Willow Creek Village Section One Gentlemen: Submitted herewith is the Final Plat for Willow Creek Village Section One of Battlement Mesa P.U.D. Attached please find the original plat arra three (3) copies of the following: 1. Final Plat. 2. Revised Subdivision Summary Rom. 3. Protective Covenants: Protective covenants previously submitted are being edited to ensure they conform to requirements set forth in Colorado law. 4. Final drainage and grading plan. 5. Utility composite 6. Construction plans, descriptions, specifications and cost estimates for all streets, drainage facilities, utility systems and other miscellaneous improvements. 7. Pending: A Subdivision Improvements Agreement. This agreement is being developed and will be submitterd for your review and approval as it becomes available. 8. Certification from the County Treasurer's Office stating that all Ad Valorum taxes relative to this parcel have been paid. This Certification has been previously submitted for the entire Battlement Mesa P.U.D. 9. A listing of all mineral owners and lessees. 10. A check for $76.70 for the Final Plan Review Fee. • • August 4, 1981 Garfield County Planning Dept. Page Two The primary water distribution and sewage collection systems to which this subdivision will connect are in accordance with the Master Plan and Plan of Auamentation as prepared by Wright -McLaughlin Engineers, Inc. The construction plans and specifications included herewith are to serve as evidence that the utilities and services needed for occupancy will be available to permit the use of these lots in a manner consistent with the covenants and zoning under which the use of these lots are restricted. Should any additional information be needed for your review, please contact our office. Yours truly, Charles L. Pence encls. CLP/ca • • Additional Information Final Plat Willow Creek Village Sec. One 1. Subdivision Name: Willow Creek Village Sec. One 2. Owner: Battlement Mesa Inc. P.O. Box 308 Grand Junction, Co 81502 Page 1 3. There are no mortgages on the property. 4. Plat prepared by: Turner Collie & Braden Inc. P.O. Box 3944 Grand Junction, Co 81502 5. Battlement Mesa Inc. owns all land adjacent to the proposed subdivision. 6. The total area of land being subdivided is 26.701 acres 7. A breakdown of the area by land use type is as fol lows : a. Single family residential 21.047 acres b. Public rights-of-way 5.654 acres 8. Subdivision Summary Form is attached. 9. Public rights-of-way will be dedicated to Garfield County. Reserves for greenbelts and paveways will be conveyed in the future to the Recreation District when it is created. 10. A brief description of the proposed covenants is attached. 11. This subdivision is in compliance with the Garfield County Zoning requirements. 12. There is no nonresidential development in this subdivision. 13. There are no off-street parking spaces required. 14. Agreements concerning schools, fire and police have been submitted. SUBDIVISION SUMMARY FORM Garfield County Type of Subdivision Request for Exemption Date August 3, 1981 Preliminary Plan Final Plat Subdivision Name: Filing Willow Creek Village Sec. One Location of Subdivision TOWNSHIP Owner(s) NAME ADDRESS Subdivider(s) NAME ADDRESS Designer NAME ADDRESS XX 7S RANGE 95W SEC. 7 & 18 1/4 Battlement Mesa, Inc. P.O. Box 308; Grand Junction, Co 81502 Battlement Mesa, Inc. P.O. Box 308; Grand Junction, Co 81502 Turner Collie & Braden Inc. P.O. Box 3944; Grand Junction, Co 81502 Type of Subdivision Number of Arca Dwelling Units (Acres) % of Total Area ( ) Single Family ( ) Apartments ( ) Condominiums ( ) Mobile Home ( ) Commercial ( ) Industrial 81 N.A. N.A. 21.047 79% Street 5.654 21% Walkways Dedicated School Sites Reserved School Sites Dedicated Park Sites Reserved Park Sites Private Open Areas Easements Other (specify) Total 26.701 100% Estimated Water Requirements 36,855 Gallons/day. (avg.) Proposed Water Source Colorado River Estimated Sewage Disposal Requirement 28,350 Gallons/day. (avg.) Proposed Means of Sewage Disposal regional treatment plant ACTION: Planning Commission Recommendation Approval ( ) Disapproval ( ) Remarks Date Board of County Commissioners Approval ( ) Remarks , 19 Disapproval Date , 19 (5) ) /' X; 07, .Fl. - 50:% Viz& ETC. -(7-B) ?.7' #r eye 13 A i/ S€ AL TACAT 7i f • • CD .Ler 9 '1110 8 3 f3/ IMO 2.1 AC Ler 6 LOT VIS i CEMT LENEN' SCHOOL HUNCH 4.3 AC. i OEEICE LTERNATE COV WMR ECREATKIN CENTER rT 539// n.r.s...cw.tn wo 5-2 /3 COuwN(TT OPEN SPACE 2993 1 --NEIGHBORHOOD 5 J' 1359 • 954 • *Ms. Evelyn Davidson Austin, Colorado 81410 (returned - address unknown) 395, 1330, 4845 Gary F. and Nancy A. Christensen 4280 Wood Acres Court Boise, Idaho 83705 Norman and Alleen Fairfax 318 W. 4th St. Long Beach, California 90801 Eugene G. and Juliana D. Fairfax 5001 General Bradley N.E. Albuquerque, New Mexico 87111 Ms. Wanda F. Fontaine 619 Concord Street Salt Lake City, Utah 84104 Federal Land Bank of Wichita Wichita, Kansas 67201 *Avonelle Rasmussen *Lois Meyer *Nedra Gaskill *Renee Christensen 1326 Fuel Resources Development Co. P. 0. Box 840 Denver, Colorado 80201 Mr. Ralph W. Ball 635 Republic Building Denver, Colorado 80220 *Julia V. Morrow and Ruth V. Keithley **The Federal Land Bank of Wichita Wichita, Kansas 67201 2930 Ms. Elsie D. Curfman 20 Elm Street Denver, Colorado 80220 63, 131, 4110 Colorado National Bank of Denver P. O. Box 5800, T.A. Denver, Colorado 80217 Jane Curfman Gwyn and James Gyn 624 Locksley Place Webster Groves, Missouri 63119 *Martha Curfman Stojanovich and John Stojanovich *Address unknown **Have ownership in more than one group Earl C. and Audrey S. Moore 1110 Barr Canyon City, Colorado p1212 Mr. Roy Jensen 1710 Popular Drive Grand Junction, Colorado 81501 1 634, 2702, 33/32, 664, 5255 S •7/e;!; - Roy Royalty, Inc. 200 Court Plaza P. O. Box 1638 Oklahoma City, Oklahoma 73101 Ms. Madeline M. Parkhurst Miles 2858 Elm Avenue Grand Junction, Colorado 81501 Mr. James H. Smith Jr. P. 0. Box 58 Aspen, Colorado 81612 (Do not send a letter, we have straightened out the question of wrong enclosures previously note our letter of 4-15-81) *J. E. Sayre *Dema E. Smith *George Bakke *Barbara Jean Hunter, Edward N. Juhan and Joe P. Juhan **Fuel Resources Development Company P. 0. Box 840 Denver, Colorado 80201 *Kathryn B. Ross and Troy G.Ross 278 Ms. Pearl G. Sayer 5037 Navarro St. Los Angeles, California 90032 William E. and Julia A. Bakke 589 Elmire Street Aurora, Colorado 80010 Roy Royalty, Inc. 200 Court Plaza P. 0. Box 1638 Oklahoma City, Oklahoma 73101 **Ms. Dema E. Smith 3815 South Utica Tulsa, Oklahoma 74104 Kathryn B. and Troy G. Ross Route 1, Box 177 Coupland, Texas 78613 256 *Skyline Oil Corp *Nellie G. Hayward over 5221 • • 'H. C. Wehr and Blanch Wehr 4993 Ms. Nata J. Mason P. 0. Box 307 Rifle, Colorado 81650 Carl D. Tucker and Kathryn M. Tucker Bedrock, Colorado 81411 1584, 5674 *Ms. Della Hittle Vanbeber P. O. Box 741 Rifle, Colorado 81650 (Original letter sent unclaimed) 347 *Nellie G. Hayward 2223 Exxon and TOSCO 827 *Clara E. Mahaffey Heirs (address unknown) 4110 Exxon and TOSCO 3912, 3911, and 2465 and 5767 Exxon and TOSCO • • Turner Colliec�Braden Inc. September 28, 1981 Mr. Ray Baldwin Garfield County Planning Dept. 2014 Blake Ave. Glenwood Springs, Co 81601 Re: Mineral Rights Owners' Notification Willow Creek Village Section One TC&B Job No. 8001-050 Dear Mr. Baldwin: PO BOX 3944 GRAND JUNCTION, CO 81502 743 HORIZON COURT SUITE 102 303 243-7436 Attached are the notarized copies of the certified mail receipts notifying the mineral rights owners and leasees of the Final Plat application for Willow Creek Village Section One. If you require further information please ask. Very truly yours,,,,,,,,,, e al,-,----, ames R. Adams encls.: mail receipt copies copy of Public Notice legal description cc: Karl Stauss JRA/ca CONSULTING ENGINEERS • TEXAS AUSTIN/DALLAS/EL PASO/HOUSTON/PORT ARTHUR COLORADO DENVER!GRAND JUNCTION 990-007 2-1C MEMORANDUM • ExN[BIT 2 TO Ka rl S tauss SUBJECT BMI 1980 Paid Tax Receipts FROM Rhonda Atchetee DATE September 8, 1981 FILE NO Attached are copies of paid Tax Receipts for BMI 1980 Ad Valorem Taxes. Claude Perkins, Exxon tax agent, and the Garfield County Tax Assessor agreed that payment would be made in two installments. The checks were written and mailed from Houston as follows: 3/30/81 Exxon Check #DCO27523 7/27/81 Exxon Check #DC039641 TOTAL PAID $9,973.81 9,928.70 $19,902.51 Please let me know if you need additional information. RMA:g1d Attachment cc: J. Adams w/o J. Shanks w/o N. Bench w/o SAFETYMFOREVEWWONECMC I YEAR MESSINGIE REPLY 111Speed Letter, Rhonda Atchetee en Robinso i.J tJZO P. O. Box 308 P.O. Box 53' Grand Junction, Colorado 81502 1980 Tax Receipts for Battlement Mesa Houston, Texas 77001 Per our phone conversation, enclosed are the tax receipts for the 1980 taxes for Battlement Mesa. Check #DCO27523 for the 1st half payment of 59,973.81 was mailed on 3-30-81. Check #DC039641 for second half payment of $9,928.70 was mailed on 7-27-81. If we can be of further assistance, please let us _ know. _--/-- L,,..... C / 7 -...'ijned — ---'• ' — --- - - .---.'---..--N, : DJ. t SIcned 111••••••••fitml... nitt•SimilFt.itt.tr•••••••••=maralottell•M RECIPIENT—RETAIN WHITE COPY, RETURN PINK C '41 toot tt,ftt GARFIELD COUNTY TAX RECEIPT Notice No.2,5(01 _1Rec. No.� .14615_GLEN WOOD SPRINGS, COLORADO 81601 19811 -����j . 47—&-g/ �J_I / / V+o OTICE 1. 2439-I21-O0-0II 30 EXXON CO P. 60% TOSCO 40% ?,t P.O. 130X 53 .;• HOUSTON, TEXAS 77001 7-96 SEC. 12 A TRACT LOCATED IN SE}'JN}.IEi CON'T.1.8A WITHIN CITY LIA IT3 OF GR... V.A1r.LL;Y 1..134 1310 16-6 Your taxes for 1980 become due January 1 , 1981. First half becomes delinquent on the first day o1 March. The last half becomes delinquent ori the flrst day of August. IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) Payment by Check Subject to Collection. COMPUTATION OF TAX LEVY VALUATION TAX DUE PENALTIES Real Estate Personal Special TOTAL TAX DUE —O. ELLA STE HENS, County Treasurer by �X11►Y/�/ 1 $ 132.9g Real Estate Personal Advertising Certificate ,adcl TOTAL AMOUNT PAID ( 9 69, 2/9 De 03-96 4l 6Half FULL Payment of Taxes for the year 1980 Check M.O. Cash Total Taxes� RefAnded GARFIELD COUNTY GLENWOOD SPRINGS, COLORADO 81601 1980 �,>YsYrr.� p• .:ftslrai..r., Thd.i.t'frn 107-072-00-009 , 20 EXXON CORP.6o% TOSCO 40A P.O. BOX 53 ;I;` HOUSTON, TEXAS 77001 7-95, 7-96 16-6 l S'.C. 7 A TR. OF LAND CON'T 3.5A SEC. 12 BEG. AT THE W} COR. OF Yr L.:....,. 1THENGE; N. ;tii;� :Y4r�> 1 left IvORG 0i-44.--64's,..134-s-G--liZ - FT TO THE NN H -O -W OF THE D. RG PW THr'NC.. Ni; ALONG R°0'4 LINE TO S7I1JRE ITINTERSECTS WITH THE GR. VALL!:Y CITY LImrT LINE THENCE NW ALO:L.1 1HE CITY LI'r1IT LINES TO WA -R- IT I:'JTERSi.CTS 'WITH F/AST ST. SE tf-O-'W LIME; THENCE ALONG SW J:4 Payment by Check Subject to Collection. Notice No. 1a5(0.–Rec. No. 1-116-1.6 1/!1! — — NOTICE Your taxes for 1980 become duo January 1, 1981, f Irst hall becomes delinquent on the first day of March. The last half becomes delinquent ors the first day of August. IF ENI lhl" FAX 15 PAID IN ONL I'AYMLN1 11Y APRIL 30, NO INTEREST WILL BL CIIAf1GED. (SEE REVERSE SIDE FOR INTEREST TABLE) 520.0 FT MORE OR LESS ALONG ' R -O -1v LINi!: OF CO. RD. THENCE SE TO THE TO,VN3H1P LINE OF R 95 SV A 1t 96 W TOTAL 3.3A. 464/291 329/93-94 1010 COMPUTATION OF TAX LEVY VALUATION TAX DUE Real Estate Personal Special TOTAL TAX DUE —)• ELLA STEP County Treasurer c__ by 0 107. I5 PENALTIES Real Estate Personal Advertising Certificate (7 TOTAL AMOUNT PAID �alf FULL Check Payment of Taxes for the year 1980 M .0. Cash Total Taxes Refunded tiARhIELU COUNTY GLENWOOD SPRINGS, COLORADO 81601 FAX RECEIPT 1980. ;24O9 -I24-06-002 ' IO 16-6 _ _____ 14 EXXON CORP. 60A TOSCO 4096 P Y.O.. BOX 53 x HOUSTON, TEXAS 77001 LOTS 6,7,8, & THE S 2 ' OF 'LOT 9 BLK 1 FURL. ;/ 1 (S 77.5' OF UO• 125' OF BLK 1) GRAND VALLEY 553/52—.54; 553/55-89 490 Notice No. 54,.)Rec. No. , 144;17 I. J /2Y/ (Yf" 1 C i- - --- Your taxes ler 1980 become due .lanu,rr Y 1 , 1'.11 1 . F Int half becomes delinquent on the first day of March. the last hall becomes delinquent on the first day of August. IF ENTIRE 1AX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) Payment by Check Subject to Collection. COMPUTATION OF TAX Real Estate LEVY °6o9 Personal Special VALUATION 4-9o_ TOTAL TAX DUE —1r ELLA STEPHENSounty Treasurer /1. by TAX DUE 51.98 51. PENALTIES Real Estate Personal Advertising Certificate TOTAL AMOUNT PAID If FULL Payment of Taxes for the year 1980 Check M.O. Cash Total Taxes Refunded GARFIELD COUNTY GLENWOOD SPRINGS, COLORADO 81601 TAX RECEIPT 1980 Notice No. t_Rec. No._ .1_4618 TICE Your taxes for 1980 become due January 1,1981. First half becomes delinquent on the first day of March. The last half becomes delinquent on the first day of August. IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) ...4462141L if.2.11:M17.1/ 10 16-6 • EXXON COP. 60A TOSCO 40A P.O. BOX 53 HOUSTON, TEXAS 77001 , t 411 "r* '/. 0 LOTS 13 TO 16 INCL IN SLK 6 k GRAND VALLEY 481/77 _ , 3330 7 w 4 Payment by Check Subject to Collection. COMPUTATION OF TAX LEVY VALUATION TAX DUE PENALTIES AMOUNT PAID Real Estate Personal I ()C. o 33o Real Estate Personal Special Advertising TOTAL TAX DUE ELLA ST -ER E-14 County Treasurer by Certificate 9-0 (c). TOTAL -,22_0 )43 _Half FULL Check Payment of M.O. Cash Taxes for Total the year Taxes 1980 Refunded • GARFIELD COUNTY GLENWOOD SPRINGS, COLORADO 81601 TAX RECEIPT 1980 .'c.4j;L4rfYlr..'• <t.tnalf7:r . '• ,. . • 240—r1!. :-00-004 30 P.': EXXON CORP. 60% TOSCO 40% T P.Q. BOX 53 HOUSTON, TEXAS 77001 •14.0 Win" 1teel$i t2hs, I6-6 • I 5 Co_ _ . 14 f;1t .. Notice No. _Rec. No. X.'� urs... r ..�,, t1 StEC. 12 A TRACT OF LAND CONT. ';.11.39A - BEGINNING AT A POINT ON r'° TUF' N LINE OF SEC. 12 IHENCE THE •f. t ;+': •..,te r::: ..:: t.1.:. t?rcz:.: f......, .,....... .,.;-42.:144.1 s's' 114_' ,.1 NES- COR-BEARS—N- 89028' E' 330 TT.. rTHENCE S 0°09' W 826.68' FT THEN 89°51' W552.6 FT MORE OR LE :t THENCE N 25 FT. THENCE W 50 fl. .` THENCE N 1°1d ir..'gOr.Tr' LESS TO THE N LINE OF SEC a • NOTICE Your taxes for 1980 become due January 1, 1481. 1- irst hall becomes delinquent on the first day of March. The last half becomes delinquent on the first day of August. THENCE N 89°28' E 602.6 FT TO THE.., P.O. B. -'' 11.39 A.. K.O..s.. ADD. a I3�Sc� �,a�rr>xera>}..gy p k Subject to Collection. • 'wM ww X17 • IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) • • COMPUTATION OF TAX LEVY VALUATION TAX DUE Real Estate Personal Special 10(. 13 TOTAL TAX DUE —* ELLA STEP County Treasurer by t1 _7 PENALTIES Real Estate Personal Advertising Certificate AMOUNT PAID 9, 97 739.91 L,�GHalf FULL Payment of Taxes for the year 1980 Check (� M.O. Cash Total Taxes Refunded GARFIELD COUNTY IAA Mi L L L I r GLENWOOD SPRINGS, COLORADO 81601 1980 553/5,'-54; 553/55-.99 EXXON CORP. 60% TOSCO 40% kPO. . 130X 53 HOUSTON., TEXAS 77001 2409-121-00-003 20 16--61 GRAND VIEW ADDITION 7-96 SEC. 12 A TR. OF LAND CON'T 4.84A 1 'o'' .ff~C AT -Th 1'0r'Jr'..1ltiICIrTS 4.7,,,.11-_ S'N CUR & 20' E .O1" Tii.r•..' W LINT. OF THE NE:NC}., THENCE E 296.6' , THENCE .}. N 80...16' , THENCE .w 296,6' , THENCE ? S 802.16' TO THE POB TONAL 4.34 A. 4050 Notice No I S(OLpRec. No t_.1.46.20— . I.S6.20./y0'l OTICE Your taxes for 1980 become duo Jauary 1. 1981. First half becomes delinquent on the first day of March. The last hall becomes delinquent on the flrst day of August. IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) Payment by Check Subject to Collection. COMPUTATION OF TAX LEVY Real Estate Personal Special loh.o VALUATION TAX DUE 4-05o TOTAL TAX DUE —>1 ELLA STS, County Treasurer by PENALTIES Real Estate Personal Advertising Certificate JeteLg TOTAL AMOUNT PAID 1T Half FULL Payment of Taxes for the year 1980 Check ✓ M.O. Cash Total Taxes Refunded GARFIELDCOUNTY M). rt 11" 1 GLENWOOD SPRINGS, COLORADO 81601 �.'..... i 1,,,... •+t. -,: itr lew r.. -6 I• r'` 513/52-54; 553/55-99 ~` E XON CORP. b0• TOSCO 40% I' P0, BOX % ' ' HOUSTON, TEXAS 77001 by 2409-114-00-060 !, 7-96 SEC 11. EiSE. SIM 12,.._2/111.....1. ,1H ---$7.-0-i- ' AN. -T_ fi-VS'N OF SEC 1 CONT, 81.36 AC. BEG. AT A POINT WHENCE THE NW COR OF SEC 12 BLAHS S. 70° 08' W, 820' A N. 44.4 1 50° W. 150' THENCE S. 37° W. 490' .i, M/L TO THE; CENTER OF PARACHUTE CRK, TH:':NC•: SELY FOLLONING THE C/L OF 'TH k {THE. C:t::EK TO THE S. LINE OF THE j 1980 . . ... :"odesag alit.4rirter., 40 16-NBF7 .F 0.4 F. w G ,.-•�i$dTti'tr �NotiicAe No.____ a...6 �7.). Rec. No. NOME Your Your taxes for 1980 become due anuary 1, 1981. First half becomes delinquent on the first day of March. The last half becomes delinquent on the first day of August. IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL RE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) r r: `MAW,t.'s : 3 a_..:>u:, T' . 41:3-.^.4.:t : , ildalLtA ..x;ti. +:!k ,. I„. 1,114N.11, M'.:ACE S. 17° 23' W. 173' ' TUEidCL., S. 49° 05' E. 491' THENCE is S. 9° 05' E. 154' THENCE S. 2° ” 05' W. 765' TO THE SW COR. OF I t THE SrN,N THENCE E. 1320' THENCE N. Y. 10')' TO THE C/L OF PARACiiUTE CRS, THE:I+C.., 1ELY ALOAG THE C/L OF THE •�, 4; dA4 .1 T s R kC iS St fibs:_ +^ :y �TvALLY ctrY LIMITS BOUND— ___ ,YRY, THENCE f17-45"8"757-7.770-67 M/L, THENCE N. 49° 15' W. 330' T4iE[ CE N. 40'° 45' E. 500' TO THE • W. LINE, OF CO. RD. 215 THENCE N. 49 10'' W. FOLLOWING THE SW ROW LINE TO THE POO. TOTAL 241.36 AC.. 2120 Payment by Check Subject to Collection. COMPUTATION OF TAX LEVY Real Estate Personal Special U-153 VALUATION TOTAL TAX DUE --'1► ELLA ST F Eiy5. County Treasurer by TAX DUE !9 5. PENALTIES Real Estate Personal Advertising Certificate 195, `fia T TOTAL AMOUNT PAID 91.7/ �If FULL Payment of Taxes for the year 1980 Check M.O. Cash Total Taxes Refunded GARFIELD COUNTY GLENWOOD SPRINGS, COLORADO 81601 AX RECEIPT 1980 F- F,.,..„...„„,,,, k, I .`; ilh . ,„.,l,«.'t•.i't f 55 1/ -54 553/5-39 i+ l�,,.i,. EX} ON CORP. 60fa OSCO ' 4QK y` i. P.O. BOX . ` -a . , P °, .I v. HOUSTON, TEXAS 7700 )' 2409-013-00-062 30 Ib--EIBFZ; :.+. 7-9b {. SEC 1. SES'A, 'THE Wi OF THE FOLLOW— t% ING DESC TRACT(NET 9,78.'AC) BEG. 3(.,:.7•.!�'..`.�;`,..2aJ�_;nT.Ytw -. ,-,k� ♦.-�. 1,, i T-A:t `=, 458' . FROM THE SW COR. OF Si, THENCc: RUNNING S. ON SAID LINE; TQ THE SWi, THE14CE E. TO THE, SW F• CO??, OF. THE SEF. OF SEC. 1, THENCE E. :761' O.4 THE S. LINE OF THE SEE, THENCE N. 361' 'THENCE WLY TO TUE POB; 2 ayment by Check Subject to Collection. in• tzM Notice No. "� CO Rec. No. r 11bti3 a �_// OTICE Your taxes for 1980 become duo January 1, 1981. First half becomes delinquent on the first day of March. The last hall becomes delinquent on the first day of August. IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) _S (.� �:.. �'f.VNE(NET 33.2 AC)— EXCEPT 1.8 AC. IN THE SESEN E W, ) tV:., WITHIN THE CITY LIMLTS OB' GRAND VALLEY. A TR. IN THE UEN71 CONT. j. 7P `Vb`Plf".L"k '. :,^ e. "7 tT+k it •.".,• ".I t..).l iy.it,, ,r41?.75 AC DE3C. AS FOLLOWS 8E0. AT 1TTHE N COR, ON NEN'.9, THENCE S. TO,'; r, THE INTiRS.CTION WITH CO. RD. 215 t•,� (PARACHUTE AVE.) , THENCE NWL.Y TO fir,, 1 t .._I.q1 ,, r: t S t3 T •-Yf I Itt -trr nt 3TC , THENCE N. TO TUE N. LINE OF THE NEUNs TtIEIJC[, E. TO THE POB.. KZ "TOTAL 111..029 AC.. COMPUTATION OF TAX Real Estate Personal Special LEVY VALUATION TAX DUE 5 L}o TOTAL TAX DUE —+ ELLA6TEPHES, County Treasurer by 1 0o 171.9o, 06 PENALTIES Real Estate Personal Advertising Certificate AMOUNT PAID TOTAL 12/45' 0.3 alf FULL Payment of Taxes for the year 1980 Check M.O. Cash 4 Total Taxes Refunded 1 GARFIELD COUNTY GLENWOOD SPRINGS, COLORADO 81601 TAX RECEIPT1�7ReC No 146Z4 1980 . Notice No. (/ / OTICE Your taxes for 1980 become due January 1, 1981. First half becomes delinquent on the first day of March. The last half becomes delinquent on the first day of August. IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) xr.,. -554/660 0 IF 1<.;: EXXON CORP. 60%, TOSCO CORP. 401. fj P.O. sox 53.a`it- IiUU:;'iON I, TEXAS 7700.1 , , ►fit . 2I35 -II? -00-004 IO I6-:39FZ 1 . `'t 5—T6 :;EC. 11: WI NEil AKA Wi OF 1 bi P?E!,:IUM PLACER MINING CLAIM F: '10`LAL 80 AC. 1440 ... .�. .>.._ , ..,.. .-.,. .,. r.,.v.�o..4 Payment by Check Subject to Collection. COMPUTATION OF TAX LEVY VALUATION TAX DUE Real Estate Personal Special • ELLA 5 by (4R-13 ILP -to TOTAL TAX DUE —+ ounty Treasurer PENALTIES Real Estate Personal Advertising Certificate AMOUNT PAID TOTAL 6,5 Half FULL Check Payment of M.O. Cash Taxes for Total the year Taxes 1980 Refunded GARFIELD COUNTY GLENWOOD SPRINGS, COLORADO 81601 TAX RECEIPT 1980. t, EXXON CORP, 60;, TOSCO 40% P.o. BOX la Q4AG. HO=TON,TEXAS 77001 2407-032-00-087 16-HDFZ IL.. 40 r SLC 5. NW, SWSE, NIrNESESE, SESW Lors d(41.72), 9(14,88), 11(39.50) BEG. AT THE MEANDER COR. ON V THE LINE OF SEC 5, THENCE N. 396' THENCE N. 33° E. 2651 THENCE N. 70° 38' E. 766,2! THENCE f S. 44 50' W. 1230' TO THE POB, SfC 6. WI' 11(19.35) AND A TR. OF ) LAND CONT. 1.4 AO, BEG, AT VU t, Notice No. 13L Rec. Li 6DTICE Your taxes for 1980 become duo January 1,1981. First !lair becomes delinquent on the first day of March. The last half becomes delinquent on the first day of August. rt). 570 E. 1320' THENCE S. 396' TO THE POB. COE, SSE, LOT 1(NET 11.5) IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR. il,NTE,,Rtr MPA:TDER CO. ON THE E. LINE OF SEC 6 THENCE S. 53° 14' W. 1874.4' THENCE W. 180' THENCg N. 3.5° 43' 4, 934.1THENCE N. A •atiM ii,:y1YIAL.R-L41141; „ 4X.P:P E._ NESE(25.15), A TRACT IN LOTS. 6 & 7 AND THE NiSE CONT. 37.70AC• , 14404 AZ 101,LOWS BEG,' AT A PT. ON THE S. LINE 0I' LOT 6 AT rTs IN- 'TEESCTION WITH THE W. HOW LINE h. 4 0I THE CO. HD,, '/300, THENCE N. 22. 02' t- 114.2!..ALoua ROW LINE THENCE r • rdoetileassareaariettl.).. r' Payment by Check Subject to Collection. COMPUTATION OF TAX Real Estate PersOnal Special LEVY Y.P . VALUATION TAX DUE PENALTIES AMOUNT PAID 33 o50 TOTAL TAX DUE --is. I kf CI ELLA STEP ENS, County Treasurer by Real Estate Personal Advertising Certificate TOTAL iac? 16-1, oe/TItlf FULL Payment of Taxes for the year 1930 Check M.O. Cash Total Taxes Refunded Vh\KI L1J 1.lJV III1 GLENW000 SPRINGS, COLORADO 61601 r sw N 6i 16: 'o-.. 1r: r l r / Sched. No. 1 -11 9 Roc. No. �� r N. 55 40 w. 145.6' t1fEWC1. S. 51° 43' 11. ALONG THE sELY LINE tJ�i:;t! 3i:C.16 Sti.it1 sEC 17i1;JE :ids , 0!• LO/ 12, AI P.t0X. 5713.4 TO •- ... LOT 12 ELY C01:. T1iENCE W. 87' )J/L TO THE ?J -S} SCC. LINT:, THENCE S. 11b.3' :S/L TO THE S. LINE OF N.ti;i., 1HENC'r.' E. ALONG S. LINE.' .Iiia :. LIvE OF L01' 7 'i'1iENCE N. L. •-• . ,�.,,. _ .' CO. RD. 300 :HENCE FOLLOWING ALONG ;'¢ 1H; - i0VOF CO. RU. N. x WLY TO T°rs INIE,L;Lci'Lo:JJiIili THE S. LINE OF f. 110 BETZ SUB -DIV. LOT 7, THENCE S. ` 87° 30' A'. 115' THENCE 11. 40 30' E. 83,03' THENCE N. 35° 48' E. 100.3' THENCE N. 87° 30' E. 32.49' Itc.�. �� ...�. �.1� , a .:. l.rlde.i..4FITtfw Pr. A TR. OF LAND CONT. 13 AC. BEG. AT THE '4 SAND R CO;i. 0?J THE s. LIME OF SI::C 7 THENCE W. 204' THENCE N. 30° 17' W. 1535' THENCE 11. 14° 55' E. 1100' THENCE S. E38° 13' E. 435..;' THENCE; S. 28°49' W. 2710' TO THE POB. ee •ass..: ..-: _ . ,gra LLx._ ,:... . r of : Pt *""'4'.• . NEN:. .4).31AC.) N. OF CO. RD, 301 �.' NW:•J,1, ?N'N, ;'t!?1:', NiS t SEC IO CWWW(NET J•. 32.4Z AC) S & t+Y OF THE FOLLOWING AESC €• LINE BEG AT THE: NE COR OF THE SWN'X TH:JC N 637','TiI:1C 3 219',TIINC SERLY 363', i0 A PT 4b5' S OF THE N LINE OF THE St;:Jn,T1iNC E 169',THNC 3 199' • i 'E.i.CEPT .5A 1J n..w!•-S., , ",..s., Ek5:W :::C I3 !li:J ',:;W:J ,,:1;:N.Y,.'Ji,:N, 4 114 .:E P. OF :*.ENN 35 l: LYIN:; SE of CO RD 1/307 f+K.JE::.', :N:'JE;;E,11i;;;E:JESE 7.2317.33A 33080 1653.1.5 GLENWOOD SPRINGS, COLt1RAU0 81601 401-4-19%-00-062 40 I6-D EXXOf'y CORP. OA T03C0 40%P. o ,. BOX 53 4=k` 4•' HOUSTON, TEXAS. 77001 r ; sem. 1980 isi 7-95 f. SEC I8 ^Eizw3,7:11} Ei. LOTS 4(38.12). 5(3`•'.IIi) SEC I9 wk22E,Eifl k,Ekcwi, i` WkSir,LJi; 1.(.38.19) 2(: 4..L7) 3.( S 4 1 ..ti:h�ecte.tfxt.. Bakal dsit;r LS:.'11 'i:! _•... _. ,:., • -. • t1:' 3Q /TNc/, 7-'�' �� ,. , ?l (. ;.5:.) 5(.}0.03) &'7(38,57). a(30.27) .-� If7_96.. - .• ' Sc.0 13 LOTS 6(3,30) 7(22.20) .1.4(43.60) . SBC 23 ^.,^. E LOT 4(19.40y .",EC 23 LOT t' 5(I2.1o) AL`:0 A TH. OF 'LAND CONT. 73.6 BEG. AT J-; ,F11 Dr.it CO3. 'ONTHE E. LINA: x of sEc 23 THENCE 1;:13°01 .)Y • 2112.0.' Notice No. I 1 1 Rec. No. 1 1.4 102 NOTICE Your taxes for 1980 become duo January 1, 1981. PIrst half heroines delinquent on tho first day of March. Tho last half becomes delinquent on tho first day of August. IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) t 1 i lfl.!.:: I°J4�N.,.'YAC*t2trr«t.,:Iri .,, . 2457.18t Ti! '4, .• ,za I 1, 325, 0' THENCE tI. y°44' N I34I.0' THENCE N. Ir'-. 1360.0' THENCE o ' 720' '1.lii;NGE; N. 35. � IB .. I5 !; � fig: ° E. 770 TiiNCE Ni 773°DI'EI367,02' TF^NCE S N;SFC 24 .�E�;�:: � .. ,,. TO P:O, R, .� SEC ), .6(3).5) .,',;.:E;,r:k;;i LOTS 1(27.0) I ( ).5) AL3o A TR. OF MEANDER ti; 4- A )•4t 4m4.46.r��t.:dlt: ,DI;%iS'i.e.:�AS diUlzitiAttrNst. ,4,i , THENCE S. 58°0' r:3..L.24_11.__..1 THE,rrrE tY.Iajp -0' .�7 TO THE G/Lt OF RIVER e 4� TH461"c'f SIrY:. p ;ill; S.M.. LINA; THENCE S. 9;;°18' . E. 790.0 'J � r rr IN 01 SEC 24 0' I )I4.0' TO THE N. L r, lHC PO,B. SEC.26 rii2k, '.: i awl X14 • (.QTS...“t4.0.) 4 (I I, 0) 5(24.o) ' Payment by Check Subject to Collection. COMPUTATION OF TAX LEVY VALUATION TAX DUE Real Estate Personal Special 9;.�o 179 30 TOTAL TAX DUE --1+ ELLA STEPHEN'' County Treasurer by I 53 .1 5 PENALTIES Real Estate Personal Advertising Certificate TOTAL AMOUNT PAID 8Z ‘3 f^alf FULL Payment of Taxes for the year 1980 Check ✓ M.O. Cash Total Taxes Refunded tl t -a as z 1175 School. No. GLENWOOD SPRINGS, COLORADO 811101 �'. ,�� , ..-4- -•=mo°�'�► ijH0 •i1 U Ty.alD o . o CO c' - H H COHcy :-- c• E -a w 1-4 ¢:n:A ? 2o.1 La ' a..ra r..2~• — C C C _U _C .D p .1© ::7 0 c H } v- v7 T_ -- -4 :-+ ;''? C _ O sn c• � G^, .: n :L O V1 .-• CA :.- L-? C: -4r 7t1 C H CC.:0 • 1--$ s-+ 2 1-4 ci .' r-1 r T 1-. 17.1Cs: f - �' M - o :- -4 CD �• 7 C' V o C• - -4_. V a . r , c .-4 c - 7` :,.: • .7 _`^ v i • • GARFIELD COUNTY GLENWOOD SPRINGS, COLORADO 81601 r C'i.L'1r I 1980 •.., _ 53-t5^-54 ._553/55-6q__ . ....-__.........-..=-7 „ a ►`' ' EX 0�J C0?P. G0% TOSCO 40% ' t`.)' P.0. BOX OS '4"c. o; k HOUS'I.O;J, TUAS 77001 ; 1..�� i J.2407-341-00-057 40 .16-1)i,_ 7-95 , SEC. 27 SWiSE} • Notice No. 3 1 3 ec. No._' .6 jj I9Y OTICE Your taxes for 1980 become due January 1, 1981. First half becomes delinquent on the first day of March. August. SEC. 34 NEI, NkSE}, 6E/SE TOTAL 320 A. 1120 k?• le I The last half becomes delinquent on the first day of IF ENTIRE TAX 15 PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) 4 . .1. , Payment by Check Subject to Collection. 0, COMPUTATION OF TAX LEVY Real Estate Personal Special VALUATION TAX DUE Ilao TOTAL TAX DUE —* ELLA STEPHENS, County Treasurer by PENALTIES Real Estate Personal Advertising Certificate AMOUNT PAID lo3,(e orq TOTAL Half FULL Payment of Taxes for the year 1980 Check ✓ M.0 Cash Total Taxes Refunded GARFIELD COUNTY a M . li L (., it_ I r• 1 GLENWOOD SPRINGS, COLORADO 81601 1930 yr,n..r•h 1.-.: ' _a:att.LfL. 8(s,11,..4.....,.._„...6.:..,r.„-,,,.....„...41, 71163 —r-60 16—D OIL SliA(,l CORP. ARCO 'r 555 17TF ST. DENVER, CO. 80217 l' . `rel. ^409-361.-00-71 SURFACE N0,��. , 45;a INT. MIN/RTS ONLY ,,;,, 7-96' SEC 25 SiSE} K'�` .,_ _ ..,.......,—.�--. ,.,_.. , SFC 26 tJSEb ti137} ,& LOTS 1,4,5,6 SEC 36 NhAE} 463/535-541 TOTAL 403 A, NET 181.35 .A 3G0 .ti t j Nonce No (;1 17Y1 NOTICE Rec. No. • _1,11;28 Your taxes for 1980 become due January 1, 1981. First half becomes delinquent on the first day of March. The last half becomes delinquent on the first day of August. IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) Payment by Check Subject to Collection. Real Estate Personal Special LEVY 9a -moo COMPUTATION OF TAX VALUATION TAX DUE PENALTIES AMOUNT PAID 3Go TOTAL TAX DUE —* ELLA STECounty Treasurer C,Z.)..._. by 33.1 9 Real Estate Personal Advertising Certificate TOTAL /,.6a �ialf FULL Payment of Taxes for the year 1980 Check M.O. Cash Total Taxes Refunded GARFIELD COUNTY GLENWOOD SPRINGS, COLORADO 81601 AA KtUL,UU' l 1980 Notice No 1 3 Rec. No. __1. 629 l� "j'TICE .. 1911 (;-'• 'kil.L7r, Your taxes for 1980 become due January 1, 1981. First half becomes delinquent on the first day o1 March. The last half becomes delinquent on the first day of August. IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) 11.- . ..14112...: ',1etr".1 P' 0.s. /44OIL SHAD: CORP. ATLA:JTIC RICHFIELD CO, TAX DEPT. 555 17TH ST. DENVER, CO. 80217 l i. 6132 NON -SEVERED ..16P 7-')5 2407-341-00-057 280 .ACRE$ 980 Payment by Check Subject to Collection. LEVY Real Estate Personal Special ELLA ST by 9a.ga COMPUTATION OF TAX VALUATION TAX DUE PENALTIES 9$a TOTAL TAX DUE —)• S, County Treasurer 90.3(0 9o, 3(Ja Real Estate Personal Advertising Certificate TOTAL AMOUNT PAID 75, L*`d r'alf FULL Payment of Taxes for the year 1980 Check M M.O. Cash Total Taxes Refunded GARFIELD COUNTY GLENWOOD SPRINGS, COLORADO 81601 ': 553[52-54 S5,7>5- 9 p EXXON CORP. 60%. TOSCO 40% L P.O. BOX we A (0 4 g ' HOUTON, STON TEXAS 77001. : S 2407-063-00-071 1, r 7-95 SEC 6. LOTS 6 & 10 E. OF THE WIL— CO4 CANAL (34.17 AC), .SES; (NET , GibULII-'' I 1980 30 16-HBFZ r th r• THENCE N, 10° .29' 41" E. 144,75' THENCE: S. 74° 31' 34" E. 115.62' TU THE W. ROW LINE OF k'OR2ER U.S. 6 & 24, THENCE NELY FOLLOWING TOE 4. ROW LING: TO THE N. LINE OF SEC '7. 7-96 4...._ .,.......,..N, y Payment by Check Subject to Collection. Notice No (1"Q Rec. No.' 1 46211_ 5, L]Ar_L'— N, g1 NOTICE Your taxes for 1980 become due January 1, 1981. Fiist halt becomes delinquent on the first day of March. The last half becomes delinquent on the first day of August. E'a IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) �ti•...,.4.3.e1/CVA,:.a.:ainEPkT7Fn: • , • - ..il:L•a.s v!tt Ytte,IA .... AC) NW OF THE(OLD & NEW 6/24 HWY. ROW, NW3E(NE':T 23.14) NW OF 6/24 EHWY ROW, LOT 9(1._65) NW OF 6 & 24 ROW. 1 4,-r, wf1 I I 'LYI'Li 'N. & 14, OF THE FOLLOWING, fEXCEPT A TR. CONT. .13 AC BEG. 1 AT A Pr. WHENCE THE NE COR. OF 10 SEC' 1211 52Ai 3 N. 61° 51' E. E,l 232.'14' THENCE S, 61° 51' E. 35.17' S TiiE'0,CiJ' S. 114.16' THENCE N. 61° 51' W. .ii8.6.0' :TULNCE N. 28°. 09' E. 1.00' Lt . ,,, TO POB., TOTAL 112. : .01 A.C.AC. , 03460 SEC 7. LOTS 2 & 3 (NET 14.09) ',LINE BEG. AT A PT. WHENCE THE W} COR 0F SEC 7 BEARS S. 1511.-8' COMPUTATION OF TAX LEVY VALUATION TAX DUE PENALTIES AMOUNT PAID Real Estate Fsrsonal q ,ins ¶3 9.c3 76.95. ly Real Estate Personal Special Advertising ELLA STr by Certificate TOTAL TAX DUE —111. 76 9.. J q T County Treasurer A g(7 7 TOTAL 38 47 ? s11 �tialf FULL Payment of Taxes for the year 1080 Check r M.O. Cash Total Taxes Refunded GARFIELD COUNTY r r-iI% lit t.:- 0.. L Y i'• GLENWOOD SPRINGS, COLORADO 81601 1980 Notice No. � �l6> NOTICE Your taxes for 1980 become due January 1, 1981. First half becomes delinquent on the first day of March. The last half becomes delinquent on the hist day of August. IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) .„ - �' R' •'. t.tatWL:Y.:•.1R[L:T!rrr • � �-.Cii 30 *Q) iO..CQ R P.04(:).0X 53 ` to 120U:3404 4414. 77001. tel4 441 3 C, 12 A i ACT t OCA t w a j� ., ,131,E • ,Payment by Check Subject to Collection. . ,r ...,• COMPUTATION OF TAX LEVY VALUATION TAX DUE Real Estate Personal Special - • , —c cr- — TOTAL TAX DUE --). I ELLA STEPHENS', County Treasurer by 132.9R PENALTIES Real Estate Personal Advertising Certificate AMOUNT PAID Tax l ia1• 5 67, q..9 69, 49 TOTAL {A l Half FULL Payment of Taxes for the year 1980 Check ' 97 M.O. Cash Total Taxes Refunded GARFIELD COUNTY IAA titl,t1ti 1 1980 Notice No..._144.512.14_Rec. No. GLENWOOD SPRINGS, COLORADO 81601 of,\A r • *41 • - • - ; 4.,‘,1 • 4 . X C 0-1 6/41 ICV;CO 4.0%. nOX 7700Z • 16-6 .!/ '4 1.1T -f.'s' 13 TO 1E1 l'.4C1. Iu BLX 6 fiu..A;it)vi..iy 4311411 • NOTICE Your taxes for 1980 become due January 1,1981. First hall becomes delinquent on the first day of March. The last half becomes delinquent on the first day of August. IF ENTIRE TAX IS PAID IN ONE PAYMENT 13Y APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) • * . ' Payment by Check Subject to Collection. ; I r COMPUTATION OF TAX by Half ULL ment of xes for e year 1980 Check M .0. Cash Total Taxes Refund•d LEVY VALUATION TAX DUE PENALTIES AMOUNT PAID I A Real Estate II or( 1:`et. .' Real Estate Personal Personal I Pay Ti th):3_z Special Advertising TOTAL ELLA STEPHENS, County Treasurer Certificate li_o Cle___32, I _ Tax 1 ,of .2... "Qci (:)_____ TAX DUE ---* TOTAL by Half ULL ment of xes for e year 1980 Check M .0. Cash Total Taxes Refund•d GARFIELD COUNTY GLENWOOD SPRINGS, COLORADO 81601 TAX RECEIPT 1980 rt 1 ;/s '.'j41 553L55 -SI ti 1,* 1'. i. RQ::{ 53 ' 4 y7-1 i 1-? 3-oa3 Ze 164 , I r, 11 Gri.1:;3 Vii.".*1T~.Ji'rli'2A3 ... ,, 7—y6 el >; SLC-, IZ .4 ,ff.,M Ulf 1.41.N GQ1t"1 4...0 y! •. ),..,-evicatiS.".. :1' $0, • 'i.: , .:I,., .,...ri 'WM= Vilithht`6K St 2 t _ ,.11��ff 20''.. 11 1 vv.: �I q h}"",ii x(r n "'1'"..14 6 'f0 '�'!1'i5. i"Zll I 1 't•O �4i..i,,;34 64 I rr j , , sY • -11 Notice No.._Jt.-1f. No.__ Aj J4i NOTICE Your taxes for 1980 become due January 1, 1981. First half becomes delinquent on the first day of March. The last hall becomes delinquent on the first day of August. IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) ;Payment by Check Subject to Collection. il• . COMPUTATION OF TAX Real Estate Personal Special LEVY ! D (a . o c( VALUATION TAX DUE PENALTIES AMOUNT PAID TOTAL TAX DUE —3. ELLA STEPHENS, County Treasurer by Real Estate Personal Advertising Certificate Tax 10k -1— _J TOTAL 14-.83 1441 -Half FULL Payment of Taxes for the year 1980 Check M.O. Cash Total Taxes Refunded GARFIELD COUNTY GLENWOOD SPRINGS, COLORADO 81601 TAX RECEIPT 1980 554/).,t.)4; 555/55— ? AA, • F,X4ON CORP 6:.,eTQ„C4 40% P.q. BOX Y a HOUSTON, TEXAS 77001 2407-072-00-018 40 16-rniz, 7-95 SEC. 7 A TR. IN LOTS 1`. 2 CONT. b. 35..56A. LYING W. OF THE C/L OF at,askutr%*,!t-vrttt .: 2.117117-7777777777-7717777.7717741 F0:.' OHING DLSC. LINE BEG. A1' A PT. i? r,4' .1]:k+1 T t "0 F THE D . ft • tg t4iTP-ill ii , : -IN LOT Si! C 7 Wf1ENCF. THE $0.1 COR, OF SEC. ' 6 BEARS S.. 15°294181 E k�T 405.41' THENCE S. 40°19' W. 438.17' 'W. TO THE TRUE P.O.B. THENCE S. 49°45'x' E. 1045.72' THENCE H. 49°04". F. r 35.56 A. Notice No._ I 3'57 Rec. No. NOTICE Your taxes for 1980 become due January 1, 1981. 1 first hall becomes delinquent on the first day of March. The last halt becomes delinquent on the first day of August. IF ENTIRE TAX IS PAID IN ONE_ PAYMENT DV APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) 4 5 T--TC1' �l. 36°10' E. 1 t 9.14' THENCE N. 49°46' E. 115.88' Tt1EidCE: f'4' N. 30°08' E.290.0' M. OR L. TO THE I N. LIiJL OF SEC. 7 AND NE OF THE . FOLLOWI'1G DESC. LIIJE BEG. AT A PT. WHENCE THE NE COR. OF LOT 4 (ESf1E- ,. v_3.!.4? -4,"` `LL:4 44-Agm fir -t' .) PLA `: $. ° ,. ; (t . i •.'?7.'. ail Tc' S .. " 7 2f I; . 419. 17' THENCE N. 21°00'18" E. 14542' Ttt:.;JCE N. 71°16'53" E. 158.03' 1` I std ?!'1-1'. 1'E :i. 8°3-3'11" W. 140.96' Tiii.fdCE, S 75°30' E. 762.0' 14. OR L t.cii,T.9 THE C/L OF TILE COLO. RVR. TRCi', S..13°41'43" E. 56.39' . TOTAL 35..56 A, bject to Collection. 50 COMPUTATION OF TAX LEVY att'1A'9`t ' irX etrw* NALTIES AMOUNT PAID-_. Real Estate Personal Special 50 TOTAL TAX DUE —)s• L 1 - / ELLA STEPHENS, County Treasurer by Real Estate Personal Advertising Certificate Tax TOTAL '-f-• (� —50 Half FULL Check &. Payment of Taxes for the year 1980 M M.O. Cash Total Taxes Refunded GAR FIELU COUN 1 Y GLENWOOD SPRINGS, COLORADO 81601 • ....rW...+e..........q.a.♦e....fld rM...rw .•, A /' 4. Y e r._ `lJ IL- u u u 1980 0.406 org 6C44 A0ZCV 40JA E=.;} l'I j,( 4 (0 LL 1„ •..t'� ,. 1704/ . 30: 11)-x ; . 2.6 .Z 7-3C3— ��-071 LOTS ,`� •.. 6 a 10 F. a04 •is vs tk i. X14) . . OF TBE Vit— o it—o 4L3K {riiyi i Notice No. c••' (O V ec. No. _ NOTICE Your taxes for 1980 hen 00141 due 1antsary 1, 1981. 1 rst hall becomes delinquent 011 the first day of March. 1118 1.151 half bOCOnleS (1ollnquent 011 the Ilrsl day of August. r")" 0/44-4 •jr..!^fsw'."'.............+a.-+•v.reg.w►e.:...,............,+.,........... w.MYYMM.dr•2•w.r.... a1e ' 11:14 V)l 144.154 r(:•.N.• 740' 31 " 34" Tu 'T44 40. i,i:&:'o? 6 A 2 • 7;I^N tt 'i t3".%Y . O'aiu:j;1; I'1; 1;:IP Lj:4 ; IQ x114, it. LZU 4? Gi1 '7 Payment by Check Subject to Collection. IF ENfllti TAX 15 PAID IN IFNI- I'AYM1NT 11Y APRIL 30, . NO INILHE5T WII.1_ IJL CHAItGLI. (SLL RLV L_R:-.L SILL F-OI1 IN I LIILS r TALILC) M.... .Nr'.•N.•.• ♦..J„1„,tx:4 ^�1rr_.TY. . rt r • i.:ta:jKl.rrf^t+.�.. ... .3Appt;/,) .1 O.? ._.., 01..a ( �`a"7 ii.-^li♦ 11 i.�Ir, '.M...'.`. .. 4.♦1�'�� ..��1 ■} tics Oe 1:f24 :t,Y J;;t LOT t.0j1.,,kSj 246 L)k 1,+ 4. ;64. 40li • .lrC 7. L i i 3 2 a 3{+ 1.1. r1:7 y 4. r: T .,. Al A t•)a.a f ... •o}.i.<tr. .. ( .:.13.1.15/ ..I. 1x rt if.x.Fl A CU i 1 • .13 J10 /1"t t; i'►' h.li..'.'t '. c.1!4 .1,;.1 (',(M, Oe .64..4 ,i.+s 610 51' k:.► 2-.144"314 i a.Nu.♦!fnar ‘1-e, `Y 35.17k 71;;::ivi :,. Glu )J IJ,:A;4 1144:3x. AL-, COMPUTATION OF TAX LEVY Real Estate Personal Special In. 10 VALUATION TAX DUE PENALTIES AMOUNT PAID TOTAL TAX DUE —* ELLA STEPHENS, County Treasurer by 76'15. 1`I Real Estate Personal Advertising -7675,17 Certificate Tax 141- 3g Lt ----7 (o TOTAL 3g 47, 6,0 LaiaHalf FULL Payment of Taxes for the year 19130 Check," M M.O. Cash 4 Total Taxes Refunded GARFIELD COUNTY GLENWOOD SPRINGS, COLORADO 81601 •`l��/ t' r�i 553/55••31 _" ; •' •�; Q.. cG 414 0 ♦ BO) A "^ iYl7:l.:4Q��� 1tCe.� Mal 9-96 S t•:0 11.. 14ac. I Nit HLC:LI I I 1980 Notice Ne.. / r2365 Rec. No. NOTICE 6.10,\U_ "3,,_ El t.( ... Your taxes tor 19110 become due .Ianuary 1 , 1981. First hall becomes dill 1i quent on the first day of March. Tho last hall becomes delinquent on the IIrst day of August. 44_, ,.„1-6,11a4.,4.,, t,.,�:ar.' �4: A...ii..Itiir..�i�. • t.r: 4, 4 r.1 .1. %: r). `�:... ,q�i i :.�..k.�j. c27`_ .!•G 14 �.�! . 4 COT:. .6/*U) AC. �� a .v..'ATIA YQZNT � W �. ZL kiE iA 4 i C 4aa:y 12 ' :r• t.t$ Z. 1tle (4P itt, 20' * 504v. 1.5V er:.7 s•,1 11 S. , 7 b .:.%i,) o ';'ill; t.:'.izi:it or fljl;(.1C,1:!'4: C:IK, ,, ,tis.::. CA -L4 'Lr 'i.ii4 av e Z4.1: Paymen y`i;}ieck�Subject to Collection. s;i; IF ENTIRE TAX IS PAID IN ONE PAYMENT RY APRIL_ 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) e^}!nf'. .' P..!. . ✓XYtti' . :{+' .-• , rt'sK•y:1�•wr. . /) :. tr"•Y \ .,, � . �'. � :. gib . i 0 i« .{+' . •It * 173' •ili.r;Cc:, .r, • ,%U v5e is ► 1 ocz oo ye, Ij f i., 1.54. 1.).>1 h* / .r O J� uJ1 1\,7 Tal; aj.l( (� :�-s• JAt '1 i 1F C=t r J .J I.I Ij •- !. j • 341 't :i:.. ,J .J OFTM; ,,i• .77i'S1'�S"•.P : a C� ::.,M (i.:,rr•.�'c�r::x •�; • .t. - 2 Fa..i V :.E�j` wl r+t9ri?;?::r•,.Ir'".!r`I... , ti ' FO Y , U. 404' 451' E. 100' 4r IV 330 Yt:uijl:. « e l• J,. i T.;„) M Ott �� ,�. ��v ; Eta• : '4. 1,7-1 w.ry :1.5 :: s w COMPUTATION OF TAX Real Estate Personal Special LEVY VALUATION TAX DUE tn1 .I'i 'I :U TOTAL TAX OUE —* ELLA STEPHENS, County Treasurer by ! i Ci- _) 195,'ta PENALTIES Real Estate Personal Advertising Certificate Tax TOTAL AMOUNT PAID 97,-7l 97,71 LAZ6-1lalf FULL Payment of Taxes for the year 1980 Check M.O. Cash Total Taxes Refunded GARFIELDCOUNTY Q i -►I\ 11 L: IL y r GLENWOOD SPRINGS, COLORADO 81601 1980 , n. U Notice No._��4)I 6,Rrc. No. 1;2 3V 1 11JiJ::'i.",Jts"ZLAAZ 'Mat t . 13:%3/6roi4 r�ii::.N A- OF�yTim if 041..0 }fit NOTICE Your taxes for 1980 become due January I, 1981. First half becomes delinquent on the first day of March. The last half becomes delinquent on the first day of August. + Ii :tw'":�'^1';':.'IyiSwt..' J ��'".. I T •„ ,..,,,,,y„ I r1i is I"4.• b3 0-1; • a F'1._;r i . :1T:i 11L.T) s, M,v ;AT. Llif T O ..� ii r; 4 >r' .t # ii:...V 4r 4 !'., '070 4i!!!,U 5,g •'• C) hyo. r..•►�w �7 Zn �!1 �t lL� t•..+�ct iy w..--•,) L L I .N, fir .s!•:.. x7..af .� 3 f... tJ• Jt.! it iCi,1,73 E. 761 ` , LI:'+?, OF' THS i'. i •i:.!' a 1.4 •• ,tNJI • Xllr 1r�;`%Tila 11.44 1,' t. SSU IF ENTIRE TAX IS PAID IN ONE PAYMENT 13Y APRIL 30, NO INTERLS'I" WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) .1 `� •r, .. r r. ( ) Lp.J.,e7 1« 4,11;. • 14 W J`1'1 .>L_Ar•a tro i•1 , �.'f. 1h, 7'4 Ar',. .•."r.^ i•`i`+': r•�i�., T.n :��+i ~J• ; :1- ..- 1: i ':. r 4.%i v.; 4i s ; t CU.. :i,l . 413 ; • 1 tl,C IO i :i:;� e;• .�� i .I,(i 'sti:,s{'*+¢• [{A��:,.(��,.(� ;':I.jj'' _.a TU`•1U,1+''4ri�. 40`.;:t Payrnenrby'check bject to Collection. • 11,.1 • ,•r COMPUTATION OF TAX Real Estate Personal Special LEVY VALUATION TAX DUE TOTAL TAX DUE —* ELLA STEPHENS, County Treasurer by PENALTIES Real Estate Personal Advertising Certificate Tax , .2 TOTAL AMOUNT PAID H5,03 a If FULL Payment of Taxes for the year 1980 r.'i Check X M.O. Cash Total Taxes Refunded GARFIELD COUN FY GLENWOOD SPRINGS, COLORADO 81601 'V% ft II L.wL.11- 1 1980 Nonce �� . )-- _- W - ftec. No. _._ -_ P 551/660 1;:7J" (j•1aG " GGAP 40A e, 130K TO f--71i;"z, •....:.: . ,� , .� ....: �.1.. tit r c..i.iU.4 SEA NOTICE Your taxes for 1980 become due January 1, 1981. First half becomes delinquent on the first day of March. The last half becomes delinquent on the first day of August. IF ENTIRE TAX I5 PAID IN l)NL PAVM1 NT 11Y APRIL. 30, NO INTEREST WILL 13E CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) , •t Payment by Check Subject to Collection. COMPUTATION OF TAX LEVY VALUATION TAX DUE PENALTIES AMOUNT PAID Real Estate Personal Special TOTAL TAX DUE --* ELLA STEPHENS, County Treasurer by ✓c/i . ! L'�.. Real Estate Personal Advertising Certificate Tax I al -45' TOTAL Co C,.37 X6.37 1 ALVYHalf FULL Payment of Taxes for the year 1980 Check M .O. Cash Total Taxes Refunded GARFIELD COUNTY GLENWOOD SPRINGS, COLORADO 81601 i L U iL I N it 1980 Notice No._ 'fq 3l.0 ( Her.. No._ -.1;2,1 0 ti..r,.rri:iei+..,....Lro•–•ATIMV7'. rh . . ,I • ... , . , .. ... , _ r,a" w.fa.� 0.:';',"0.:';',"11?8 5541660 ' 'rs,. EXXON CORP. 60%, TOSCO CORP. 40X, 4 r'l; l P.O. B0�{.a L-1-6 �. 1, tlOu:>'rON, TEXAS 77001 ;, r 6132 5-96 v�. 3fL17L_ NOTICE Your taxes for 1980 become duo .!anuary 1, 1901. First hall becomes delinquent on the first day of March. [he last halt becomes delinquent on the first day of August. C , NOIR—S EU:RED 168 4: 2135-111-00--OQ4,. • 80 ACRES 270 IF ENTIRE TAX 15 PAID IN ONF. PAYMFNT BY APRIL. 30, NO INTEREST WILL 13E CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) ' Payment by Check Subject to Collection. COMPUTATION OF TAX LEVY VALUATION Real Estate Personal Special 9arti as TOTAL TAX DUE —* ELLA STEPHENS, County Treasurer by • TAX DUE PENALTIES k0, aH ao. a8 Real Estate Personal Advertising Certificate Tax TOTAL AMOUNT PAID �ota8 Half FULL Check Payment of M.O. Cash Taxes for Total the year Taxes 1980 Refunded GAIIFIELD COUNTY GLENWOOD SPRINGS, COLORADO 81601 TAX RECEIPT 1980 Notice No.� I Rec. No. _,. 1. t; is r—.. •if 7;3:►e7�J.rr..'':,,?9 44.4 0,11:1A3 7700/ •. 7-05 . fi),r s. t Ltii .:• (31.. '1,;) , / (l xt e. ty *) t 1..1(... s .- 'J ) f.. C�: i♦L Lo. Liv.f).)At :f• it ►ri:.0 �' Ki 'Yli► VZ. 1t :,).:LTi CAR. 03 ( I Lit yl:,C 1 CC' i..1•4 A •lea .L L L. .,f . "•. s 3 40 14t1D6 I ;11:,1:4.': �;) ,, 7fr ; + t t,74,/,'%,-1 (IT'F rii ! s., gip i)' ik 1•C3:::*E. :l . Pali* 1.1( 0..5'” 'AY,'? r4 T,i, .0? • fYti. j31' .{ t, NOTICE (-tr4 3,11A1 - - Your taxes for 1980 become duo January 1, 1981. First halt becomes delinquent on the first day of March. The last half becomes delinquent on ttie first .day of August. IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST- TABLE) ,I'r ` itserss;; r +dKLa:st.i !. , 6R •i.. *4i ♦:: l,r J'1,r412,/ti s 6 5:10 14' 1� • 4 • 4.:.r`i.:F. 04 i!.''ot 'i'i::et..,3;. Ir4 L u �l,a� Lr 9.0..1' `11,1,'...1 i4. • i,'17° `. 1521' T..:r r,•o .. 396' r 4 a,: t3,fb•: `l. • t LTJ: l (::'_'.i 11..5) nsI':'• assn ••:`'t l i,Y :,,� ,_.;�'IC; I•;:Y;3:. (:: , i 1.r) 'I A ":;.<<C r'i LOT:3 :Y ! te•sJ .1,., r.t: t..s;is. .��l,rl.sl►. . . si.;5,t:.• A i.Qi t.:Q4;,'y • 13; u, jl j' Os Z ; . 1. T,r(: �,;,,. ' , t, A7 rr ,. t' '•4';`{:� ;��'�'1r'.!.r.! �'d1'l cl • {•. .� is • I -r �I'd 1.+:+ ,• ' tXh ;.�f, �. t.�'.f h, .'.tJ i,T, irL,,,.�.IJ t. .: r♦ :;:.; i7 q�w:i} r• .t.'*or �i.r. kitri ll�ti 140 i :tir L.:I .<!v•i L• ' Payment by Check Subject to Collection. N • tli COMPUTATION OF TAX LEVY VALUATION TAX DUE Real Estate Personal Special .moi . TOTAL TAX DUE —* ELLA STEPHENS, County Treasurer by 30:19 -em PENALTIES Real Estate Personal Advertising Certificate Tax j TOTAL AMOUNT PAID I -X �HaIf FULL Payment of Taxes for the year 1980 Check 4. M.O. Cash Total Taxes Refunded a r-! Z.: r C� k 771 , aa • f .. -<. ''•••••-i'gy".t7:SY'.J :14,..^4Y ---.:::•2•..t.--...:,.,1.&•.:;;:,:•;,.' w +4'Ct:+-`�_`, r• a 3 ' S , I * 4 ., `` F- rJ fit^ 0.T4 ♦ i �•q t:, I. +,4' �' _ •`- '[•'.•. '.'7; - fn ..1 i -f :' 'f4 C'Fa'►, ::•;A 'Q .�i {V_ '; `I 4rr.'.1 {+"3.1t4 vi�'..2 fa _r i�.::.�� .r..1 0r� :* ? i s a �- - rCia <.• _ i''• •.') '^ t) - s{ `: ; q ,�, +.a . 4.• .A '� .; 1t1 . 1 :� F.i i'^ ''•4 r. r c.3 .r ' ..1 t� at ... !r 0 :;I • • ui 'x C' •T :... �+ s . ... y • 1 C'• .M r. .' . h .'fR • • ,I42 r44 : ty'i r ..:1 t.., i•. J ) LA r ..� i n'i ax 4 `_ 1 71 f./ obi .•'c "BIC sW • ~ :..r ). i.• «C. -# !'-• -^ -- . • .G! -w .k f„ • •D hJ ',� .' i .' 3 A - i i•4 --- ,.S 43 (y) : : `,i :• r . r • •• i ! aT n .,i 1 !) ."d •• _ j .j j,�; •f :� c. ' f a G +i •? �,n• .� a ii Ir r • 3. O 13x1 •= ` V- - +1. • ^_ .1 (•i ♦ •3 ._ -r �' •,d ; ;.•� '14. � •` ii: ;f tom... S J 1 D -• h .} ':� • 3 ? rti • ` . "' '! ti D • 'r 0 ' •. r4 :•s. � .1.• ,„a •. ;14. .1 + •f'! :•'! +t_ y. (:% ']� .- •M ' i �' q . r• f)&:' Z •`. • i• . ! kr,. ' i r : ..', .7'1 + j ., -. .. 24 .i fr.fJti �,�` 1. o.JJJ ... L li N Y Wk. ....• .! •. .� • ......7.......41:..Z.:.... .....•i••vi...t:iL.bl�'L.n��-...• .. 3�it lR�..•: — _ _'R•I.` •u.a `.�•1 v.. O O L1HK i W t.UU1'fl z W J GARFIELD COUNTY i 4-1 1 ) 1980 Notice No. _o GLEN WOOD SPRINGS, COLORADO 81601 _ 3Rec. No. 3 )q2 40c;:;: i—DO-047 40 I6—D EXXON coaP. 60% TOSCO 40A W P.O. BOX CV a��A. HOUSTON, TEXAS 77001 1.. ,. 7-96 SEC. 25 Sa-SE} SEC. 36 NaNc,i TOTAL 160.00 A. 220 • vl NOTICE Your taxes for 1960 become due January 1, 19fi). I-lrst half becomes delinquent on the first day of March. The last half boconros delinquent on the first day of August. IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) Payment by Check Subject to Collection. COMPUTATION OF TAX LEVY VALUATION TAX DUE Real Estate 9�_ iQ 0 -- Personal Special TOTAL TAX DUE —is ELLA STEPHENS, County Treasurer by PENALTIES Real Estate Personal Advertising Certificate Tax TOTAL AMOUNT PAID ao o . "P Half $FULL Payment of Taxes for the year 1980 Check M.O. Cash Total Taxes Refunded GARFIELD COUN'"." " GLENWOOD SrPFji GS, pOL( RADO 81601 1980 54 r.7firi�zsy� t•, al ua.r tnttf r�.�s*.� fa- 4040% ; t aieut{ 4i l . ,�,t r�/1''.,•i �! . .'Cipp� 4 0� % is FAX r iox sof ILOU:iTc.021, VitatJ yyti u i -f1 .• . 1 f }b 7—r;f5 h !`-T,! (I ' } :3 � ' 6 I .. �.rf !ATI .404-r2) , ,t .KA :1':44 • U 'et "., r;. ;%1t+or( ..`&6*1 -'7' •. r • ;'Ir' ••'., "a .-3 ;.1 i'i"Z t.l..:l9`frritr:rr ri,l.t •7' i, /-16 ' L5 I 9171 GP*3 ) 7(20.04 D1(0,43) -, 3) Lt W44 r1 ; , .I^I r L.R. I :1 :. ;:4:c 1 ; 'I1 3.'4, l �, t.- ' ..` ; I ..t • .. 1,:i.l ON L is k 4 Lr1-rj,1 Notice No .0) J .._Rec. No.__ — C� NOTICE Your taxes for 1980 become due January 1. 1981. First half becomes delinquent on the first day of March. The last half becomes delinquent on the 11rst clay of August. IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) is �,.,7ttttr7., �'r.. :..1:.:... .. •:i•.'SL`r.•... .. l �:7+:.r:'i';'.�'. -�- I' ..r..�..;1:�'.. .:� {uri`iA�• :.'ieitir �ti1'll;t ::,: 1• CC. :;* r1).i r fit L>...'.)� '112G' ►i.:.,fiwYr ar ,9a17J..i) k;w c%1 � .h%::i`r:.1a hl III )?'1 y. f .) . * r ::.1,.y . y •*. T 1 i711., �. '7., 1 1: 1-0,,,,:A ' t i. n. ,o ,)) (; > ( ': 1. •; ) l: { } .' . +46 Y..) 11 . ' • c1J .., r '.., *V4i�- '( f{ '1. {'rFb.:.:. t 44t*r!st1f;.•10. i,1it-• Lc i . 1j la Jk;*4Rric "`Ii•'.,. �,.{i I i,L. !' . ..1- •rt. • i11 I. r r.t'i.. 'Js� ...:.Iia ',21•• 4 ii:;l Dr ir;. f. I , 4 d :^ d, ;,1"-:. t-: r ,:•,.!;:,t; W.14; a • ?1 „ .f -�• for n}! .Y i. �!4• t; ;)T�Y.t1 .i4•1 1i41~ �iid► 1: eia..• l.lii�. `;.ttc:i�:-:' M.• -Q Lf t'..y•. 7ll %111 li 4.!.did :'•SFL.1 Fjr Rh U Payment by Check Subject to Collection. 111.* I 1. LEVY VALUATION COMPUTATION OF TAX TAX DUE Real Estate Personal Special 1(05-1,1r,:)- TOTAL TAX DUE —go ELLA STEPHENS, County Treasurer by PENALTIES Real Estate Personal Advertising 1495311,5_ Certificate Tax AMOUNT PAID torA— _. 7".X. 5 8 TOTAL g�(a, '"Half FULL Payment of Taxes for the year 1980 11 Check M.O. Cash Total Taxes Refunded Ocfti *TM , 1"i/,X PIV11/, ni 0:Or" t;k *:,1 I:Y11, •1)5"r11: sr.f,sM. n =71!! ‘C,"ri ' WWia et $0141M Ofocg rnrmr 4.47nr1 sOenT "I 1 1!4U 5? 10:A:11 ei "TY:V 6:vitt -av[6v1 eo •sit itt%if4 • - -••••.00.1••••••.....**- • ....a. • 1r r OCIVIRVir91 UH.IS 000MN315 ;Nunn-, GARFIELD COUNTY GLENWOOD SPRINGS, COLORADO Bi&0I Y is H CLIP l 1980 Nolcc No_ .3 1 3 �y--Rec. No, !_�1�4 `•.; �.(.:r'I c01."'. 4:. 'L074.00 4P5 c���Z��1:'(-0 tkhJ.i1�49,� 11++ 4 77044 ��. "1-115 40id 7..6--D ' 1 4, 1 i.c . 1-4 11.4.5 :/.1 21,434 WrILL. U.41 1/20 NOTICE 1'011r lams 1„r 19U1) hec,nnn tluo January 1, 1 )IIJ. 1 Irst hall becomes delinquent on the first day of Match. The last half bat times delinquent on the tbst day of August. IF ENTIRE TAX IS PAID IN ONE PAYMI-.NT 13Y APRIL 30, NO INTEREST WILL DE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) Payment by Check Subject to Collection. COMPUTATION OF TAX LEVY VALUATION TAX DUE PENALTIES AMOUNT PAID Real Estate Personal Special 74.0 1 J ) TOTAL TAX DUE ELLA STEPHENS, County Treasurer by 03, Real Estate Personal Advertising Certificate Tax l } TOTAL 5),(03 h Half FULL Payment of Taxes for the year 1930 Ghee M Cash Total Taxes Refunded 1��IJ '.,VUI' 1 GLENWOOD SPRINGS, COLORADO 81601 1980 1371 - 245 Notice No. Rcc. No ..1:7„.•.:)., . I ,11.?L";.4''•'",'.1 ` ' 1J 711 63 60. 16-4 , C.:1-..:.... .-...,),,i'.,1 CORP. A kit.co ')5 17TiI .3'$, I) i,:'.J Y Lit,, C.O., 6021.7 nurs7; ..• .,.'La'rittPIti ratr. t 't -+ 1,-.4.1,;'.1 x.1.4 / ct.a:i U:ilL•• a }; NOTICE Your taxes for 1980 become due January 1, 1981. First half becomes delinquent on the first day of March. The last half becomes delinquent on the first day of August. C2 'Q 3, Ig8J z tit241• .w 41,44 .. . iti • 4.r, :F.:'`= 1n 1J& '4, 711:: ;14 :u LOT 10.514 �w M ,)i,;:,..`,1ytil '444,;:n , .143/1' �,54.1 : it}Nita 41Q31 • ,.. I i iLl L•3].,13•. j v,„, IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) i I ,. . �. • '. Payment by Check Subject to Collection. • \,d.0 1111 ,.1!ll,,,yj1 111,. x Xon/ J) U• S,4. COMPUTATION OF TAX Real Estate Personal Special LEVY / . 'D VALUATION X3.1 TOTAL TAX DUE —e. L ELLA STEPHENS, County Treasurer by AMOUNT PAID Real Estate Personal Advertising 33 lq Certificate Tax TOTAL 1(, Sc lA 4--tialf FULL Payment of Taxes for the year 1980 Check M.O. Cash Total Taxes Refunded GARFIELD COUNTY @ FA/a tL i. i= V 1' GLENWOOD SPRINGS, COLORADO 81601 1. fir t p7 . !2..''''' 1 I 1t,{ ��.`•,. 44 OI:, rEirrt.`:: COAP4 % ,'. ALA >'i, tC. ;i1C;Ii' ::,',p CO D i :>I V , `. 163 , , 'i—`}> :AT/ {j j,1, I'.)'i 'k11� Notice NO._1'_ lie,. No._ :'L1[b_ NOTICE y Your taxes for 1980 become due January 1, 1981. First half becomes delinquent on the first day of March. The last half becomes delinquent on the first day of August. IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL 13E CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) 'i:'1., i,tll .• '1 .iii . 1,:011',) 1 . i. •,1.17 — 1n. r Payment by Check Subject to Collection. U,SA. COMPUTATION OF TAX LEVY Real Estate Personal Special :l C� VALUATION TAX DUE Z. O TOTAL TAX DUE —* ELLA STEPHENS, County Treasurer by /() 3c,5 90, 36 PENALTIES Real Estate Personal Advertising Certificate Tax 11)1-1- TOTAL AMOUNT PAID t Dh")t Half FULL Payment of Taxes for the year 1980 Chec M.O. Cash Total Taxes Refunded GARFIELD COUNTY ASC U L L L IV Y / GLENWOOD SPRINGS, COLORADO 81601 1980 Notice No.____Lascoi5,-� Rec. No.__.__S 1 a}_3. j_(9 }? I NOTICE 0 Your taxes for 19110 hecomo dun January 1, 1'1111. 1 Irsl hall boconlus delinquent on the first day of March. The last half becomes delinquent on thu first day of August. 1 ,u .....,..13,-,.,., -1,..1.,....- 410,11V;:,,r , , .. '‘4Ctii'C.itlitti?4•'►.w I P. r;!?— V : ' » i.)" -n04 50 14:4 - ^{ F;;ti1;G:J-1;:.::: '. 40%ZO:aCQ SWF .• T',,,c;. l>OX 53 #: UL+r, ttr,,1 ' tt4X4 d� {37J V+i iVt J th, yf r :1 '. ' 1 °i •� : r.. *•now. •.( . • ..y:'"`,,N...7.1.•:•''j,.: i , f: 5::•C. i.. A TRACT OF LAN'J CON't .4...,...mr.m.:11.,,„r�'.4 f;�°� 1. .?n - Q':'31.41.1.i0 t}}iT At tp'o`fx�,;,n.2`r}�00 4, LL1 r Tit!: n -',1.422, . ,f... t,.1; •,ar.i. >Ir r f t,. ''yy ... e`• it :i , :Or,t 1;•I 41) , i +.:;.::;'j".?x'7f'-t jl. Sh L1'l.jw'at'~t', -. r v: i1 y . � '* r '. ); 1 i ill .J. �i *+.� i til i '1•n i., . ' ` st F 1. �. � : • is .;.7:',r ;.-.p,'54'tllif.• .6 rT 1;Oa� OR1.4:43.,1 1. s • i;1 H or . rt.; a.• L a0;1f. 1 ' 't`�i T:1Q :: r„tom . k t l►' A.K.04A. hap. Payment by cReck Subject to Collection. Ir. IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) • 1•.l 1 r • . r • COMPUTATION OF TAX by alf t of for car Check M .0. Cash Total Taxes Refunded LEVY VALUATION TAX DUE PENALTIES AMOUNT PAID \ Q FULI Paymen Taxes th193C Real Estate `)(,,.t t I 3'1Sc) 19..7,_ c/ , Real Estate Personal Personal Special Advertising TOTAL ELLA STEPHENS, County Treasurer Certificate r479,q� (�.. p �i 7 39 • f D -739, 9 8 TAX DUE --.10.•TdX TOTAL by alf t of for car Check M .0. Cash Total Taxes Refunded GARFIELU COUNTY I; a -1.1i 1► L 1, L Y Y '12.;ni 980 Notice No._��.}(..��1 Rec. No. GLEN WOOD SPRINGS, COLORADO 81601 u 3) 19 8J ;.n, s•'lt� p!i'- .' tI I&.J; tr.r.tf _ .r r •r ••r....t :'i 7 17.�;•'1 .: r5 (;+ CO 144 C.3 i ',1•A)A >:'. ii. PDX 53 40....r.;10111 i «Xt1:Y Mat ft- .5 NOTICE Your taxes for 1980 become due January 1, 19111. First half becomes dellnquent on the first day of March. The last half becomes dellnquent on the first day of August. • 7-15, r --,1)y r 1 . 7 A Tit, OF LAID C :4'T 3f.3A ..; f, -•fir 1% 1,, . AT T•id .� � COL or k i:•fn. *-tAtlas <n�,:•y Artr't41!;;;s+»14C-44Ah*4+4,, ,y. a r} 44 1?-0—il Cis' IRE D.R0.4 I R* 04 f.I'T._'` WO' .. . r„•r Ilt V �, L'�3. ;ir Lid"i1;'...�:=:::"Y�1 •iYliif Till G r,. 1 t j 7.y d i v 7 r' "' a w.i 'A: 7.1,i -;*;.;;:L C X LX >;a1♦I rt ' r Tr /'r ,� i \ ...:t., J.r i•ti F1,14 L17:4 'iti.M ,i;; A.Lo4 ;: ,fair .•, 4 IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) • I •. ?j;;: 1:• tt y•:#,:) 1,,r :<<::< � f; tl.-5 s1w ,1-i1 1 /I.4-0 Li`L us' CO. W.I. •T::ii,UCf a`"' J Tu Ilii-: • ON J .3;:.ti -{ A 4 1 t'i TOrAL 3.3A. 4641241 32W93 —94 �111,1.1 i.) 1;111..M11 I ; 1, Ir.; 100 • Payment by Check Subject to Collection. !rfil trr.• iro L COMPUTATION OF TAX by Half ULL ment of xos for o your 1080 Check )L M.O. Cash Total Taxes Refunded 121 LEVY VALUATION TAX DUE PENALTIES AMOUNT PAID l Real Estate //�� I-0 7 5 Real Estate Personal Personal F Pay To til Special Advertising TOTAL TAX DUE —_+J'5Tax ELLA STEPHENS, County Treasurer--/--�--f- Certificate i, TOTAL 5 . 53. 5 7 by Half ULL ment of xos for o your 1080 Check )L M.O. Cash Total Taxes Refunded 121 GARFIELD COUNTY l bra �i Y i= tl GLENWOOD SPRINGS, COLORADO 81601 1980 Notice No._� J�3 Ret. No.__��.�� NOTICE Cc.e 3f 9�� Your taxes for 1980 become duo January 1, 1981. First half becomes delinquent on the first day of March. The last hall becomes delinquent on the first day of August. IF ENTIRE TAX IS PAID IN ONE PAYMENT BY APRIL 30, NO INTEREST WILL BE CHARGED. (SEE REVERSE SIDE FOR INTEREST TABLE) P !' s:.?.rik!r"• 1 ;'iNflart} :'� :, n:.�':!f'f.,1 .. .. •.l.,tlpyit,+,,,',,�,I�1,r,5R�l :!44-11.4/h!".003 X0 I6-6 co:.1 T*32C.0 4O Poo, 130X 5s +,qtr ► j T;` % 3 21« OF LOT 9' , �;?. rt :,• �,,. ur C ► "r: t 'oaf' .uo 1) (:Ac,3 V.&LLt..1 1,5:4a<.—:i :4 553/$5.89 .;,; :1. •1) :,•,.. Iii ;Payment by Check Subject to Collection. 1 I. • COMPUTATION OF TAX Real Estate Personal Special LEVY VALUATION TAX DUE 51.'17 PENALTIES Real Estate Personal Advertising Certificate TOTAL TAX DUE —* _51. rt Tax 41. ELLA STEPHENS, County Treasurer TOTAL by AMOUNT PAID a5.99 X5.97 ('11xHalf FULL Payment of Taxes for the year 1930 Check X- M .0. Cash Total Taxes Refunded • DLDRADD Richard D. Lamm Governor July 21, 1981 • DEPARTMENT DF James R. Adams Turner Collie & Braden, Inc. P. 0. Box 3944 Grand Junction CO 81502 /4(4- /876 HEALTH Frank A. Traylor, M.D. Executive Director Re: Plans and Specifications Review for Sewer Line Extension for Battlement Creek Village, Battlement Parkway, Willow Creek Village, Willow Creek Village Lift Station -Garfield County Gentlemen: This is to inform you that the plans and specifications for your sewer line extension have been reviewed by the Water'Quality Control Division and they conform to the Colorado Department of Health Criteria Used in the Review of Wastewater Treatment Facilities. This review issubject to the following condition: A certification from the engineer must be furnished prior to commencement of operation stating that the facilities were constructed as shown on the plans submitted or a justifica- tion by the engineer and/or operating entity of any changes that were made. This review does not relieve the owner from compliance with all county regulations prior to construction nor from responsibility for proper engineering, construction, and operation of the facility. Please retain this letter for your permanent records. Very truly yours, FOR DIRECTOR, WATER QUALITY CONTROL DIVISION Jerry C. Biberstine, P.E. District Engineer JCB/zp cc: Garfield County Planning Battlement Mesa Denver Office File 4210 EAST 11TH AVENUE DENVER,COLORADO 80220 PHONE (303) 320-8333 • GARFIELD COUNTY • PLANNING DEPARTMENT GLENWOOD SPRINGS, COLORADO 81601 2014 BLAKE AVENUE PHONE 945-8212 August 12, 1981 Stu Gibbons Battlement Mesa, Inc. P.O. Box 308 Grand Junction, CO 81502 Dear Stu: Enclosed is a copy of a letter we received from the Division of Water Resources on Battlement Mesa preliminary plat filings. There seems to be some questions on their part regarding Willow Creek. It seems that they would like these questions answered prior to their giving any recommendations on subsequest preliminary plats. I am sending a copy of this letter to Bill Lorah at Wright Water Engineers for his information. Please copy us on information that you provide the Division of Water Resources. If you have any questions, please give me a call. Sincerely, PLANNING DEPARTMENT Davis S. Farrar Planner DSF:ld cc: Bill Lorah • October 2, 1981 Board of County Commissioners Planning Department 2014 Blake Glenwood Springs, Colorado 81601 • First National Bank in Grand Junction The Better Bankers:- OCT ankers. OCT • 1981 6gRF/ELD CO PLANNER Re: Louise Mahaffey Trust, Lyle Mahaffey Trust, Gary Mahaffey Trust and Freda Mahaffey Conservatorship Gentlemen: As Trustee and Conservator under the above referenced relationships, we are in receipt of a Mineral Rights Notice, as it relates to Willow Creek Village, Section 1 and the Application for Approval of the final plat. As a partial mineral right owner of mineral interests in Section 7, Township 7, South, Range 95 West of the 6th Principal Meridian, Garfield County, Colorado, we object to the final plat until such time as we are convinced that the rights of the mineral owners have been fully protected, with adequent provisions made for recognized drill sites to be incorporated into the plan development units. Upon satisfaction of protection of our mineral rights we anticipate that we would have no objections to the plan development unit. Sincerely yours, Charles W. Bates Vice President & Trust Officer CWB/djf First National Bank P.O. Box 608, 464 Main Street, Grand Junction, Colorado 81502 303/243-2411 UsCENTRALBANCORPORAJION,INC MEMBER FEDERAL DEPOSIT INSURANCE CORPORATION RICHARD D. LAMM Governor • • DIVISION OF WATER RESOURCES Department of Natural Resources 1313 Sherman Street - Room 818 Denver, Colorado 80203 Administration (303) 866-3581 Ground Water (303) 866-3587 June 15, 1981 Mr. Davis S. Farrar Garfield County Planning Department 2014 Blake Avenue Glenwood Springs, CO 81601 Re: Willow Creek Village Dear Mr. Farrar: J. A. DANIELSON State Engineer We have received the proposal for Willow Creek Village, a part of the Battlement Mesa PUD. This proposal would be for 81 lots. No infor- mation is_presented regarding water requirements, etc. Since the lots appear to average approximately 10,000 square feet, we would deem such information important, especially that part relating to lawn irrigation. We would request such information be presented prior to our reviewing subsequent phases of this dev___ Plzpacnt. As noted in our previous letters concerning the Battlement Mesa water supply, it appears that supply will be adequate. We have also previously voiced concerns regarding the ability to supply water in support of the plan for augmentation. The most recent information available to us indi- cates that Exxon is currently negotiating-Torwater_from ReudiReservoir._ Based on this, we can recommend—approval contingent upon continued progress toward the_ development_of a contract for Reudi water. HDS/KCK:mvf cc: Lee Enewold, Div. Eng. Land Use Commission Very truly yours, Hal D D Simpson, P.E. Assistant State Engineer JUN 1 8 1981 GARFIELD C.O. PLANNER O COLORADO DEPARTMENT OF HEALTH Richard D. Lamm Governor June 5, 1981 Mr. Davis S. Farrar Garfield County Planning Department 701L Blake Avenue Glenwood Springs CO 81601 Dear Mr. Farrar: Frank A. Traylor, M.D. Executive Director Re: Willow Creek Village I see no problem with this plat since it is going into Battlement Mesa. The plans will not meet our criteria, however, due to the use of clean - outs instead of manholes on the ends of the sewer lines. If you have any questions, please call me at 245-2400. Sincerely, FOR DIRECTOR, WATER QUALITY CONTROL DIVISION erry C. Biberstine, P.E. District Engineer JCB/zp 735 JUN 0 9 1981jl GARFIELD CO. PLAINER 4210 EAST 11TH AVENUE DENVER,COLORADO 80220 PHONE (303) 320-8333 • public Service Company Collarraudb May 28,1981 Garfield County Planning Dept. Glenwood Springs,Co. 81601 Attn: Davis Farrar Garfield County Planner Mr. Farrar: We received the preliminary plat of Willow Creek Village #1, a part of Battlement Mesa P.U.D. on May 26,1981. We have never received a preliminary or sketch plan of this area. We have been in contact with Mr. Black of Turner Collie & Braden and have indicated in general terms where our gas facilities will be located. The easements shown on preliminary plat are adequate for the installation of gas with the exceptions shown in red, and in these cases we would request that easements be extended around cul de sacs. Carl Barnkow Supvr. Gas Engr. D gg7377 V JUN 031981 1iLL0 • _R RICHARD D. LAMM GOVERNOR June 17, 1981 COLORADO GEOLOGICAL SURVEY DEPARTMENT OF NATURAL RESOURCES 715 STATE CENTENNIAL BUILDING — 1313 SHERMAN STREET DENVER, COLORADO 80203 PHONE (303) g-Wi 866-2611 Mr. Davis Farrar Garfield County Planning Dept. 2014 Blake Ave. Glenwood Springs, CO 81601 Dear Mr. Farrar: RE: WILLOW CREEK VILLAGE, SECTION ONE JOHN W. ROLD Director A review of the preliminary plat and the reports submitted previously indicate the same concerns and cautions as indicated for Monument Creek and Battlement Creek. If the er o- nti nand foundation problems are adequately mitigated,..we ave no objection to approval of this app Hca ion. Your Truly, Jeff illry L. yq Engineering Geologist It cc: LUC JJ\.. JUN2 2 1981 L GARHELD CO. 1--;_ GEOLOGY STORY OF THE PAST ... KEY TO THE FUTURE 40. ♦a • • DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS WILLOW CREEK VILLAGE, SECTION ONE THIS DECLARATION, made on the date hereinafter set forth by BATTLEMENT MESA, INC., a Delaware corporation, and TOSCO COMMUNITIES CORPORATION, a Delaware corporation, here- inafter jointly referred to as "Declarant", WITNESSETH: WHEREAS, Declarant is the owner of all of the real property shown on the plat of Willow Creek Village, Section One, recorded in the records of Garfield County, Colorado. Such real property together with any additional real property hereafter added or annexed by the Declarant and made subject to the provisions hereof in accordance with Article VII, Section 4 hereof, is hereafter referred to as Willow Creek Village; NOW, THEREFORE, Declarant hereby declares that all of the real property described above shall be held, sold and conveyed subject to the following easements, restrictions, covenants, and conditions, which are for the purpose of pro- tecting the value and desirability of, and which shall run with the real property and be binding on all parties having any right, title or interest in the described properties or any part thereof, their heirs, successors and assigns, and shall inure to the benefit of each owner thereof. ARTICLE 1 DEFINITIONS Section 1. "Association" shall mean and refer to Willow Creek Village Community Association, its successors and assigns. Section 2. "Owner" shall mean and refer to the record owner, whether one or more persons or entitites, of a fee simple title to any Lot which is a part of the Properties, including contract sellers, but excluding those having such interest merely as security for the performance of an obligation. -1- • • Section 3. "Properties" shall mean and refer to that certain real property hereinbefore described, and such additions thereto as may hereafter be brought within the jurisdiction of the Association. Section 4. "Common Area" shall mean all real property owned by the Association for the common use and enjoyment of the Owners. The Common Area to be owned by the Association at the time of conveyance of the first Lot is described as follows: None Section 5. "Lot" shall mean and refer to any individually numbered section of land shown upon any recorded subdivision map of the Properties with the exception, however, of any public school land, church land and any Common Area. Section 6. "Single -Family House" means a detached, residential house which provides a residence for one family and for which a certificate of occupancy has been issued by Garfield County, Colorado. Section 7. "Townhouse" means an attached residential house which provides a residence for one family and for which a certificate of occupancy has been issued by Garfield County, Colorado. Section 8. "Condominium Unit" means an attached residential living unit which provides a residence for one family, which is situated on a parcel of land in which the Owner of the Unit has an undivided interest in the land and for which a certificate of occupancy has been issued by Garfield County, Colorado. Section 9. "Apartment Unit" means any residential living unit in an apartment building on land which is made subject to residential apartment use restrictions by virtue of a deed or by zoning classifications by Garfield County, Colorado and for which a certificate of occupancy has been issued by Garfield County, Colorado. Section 10. "Declarant" shall mean and refer to Battlement Mesa, Inc., and Tosco Communities Corporation, their successors and assigns if such successors or assigns should acquire the property from the Declarant for the purpose of development. The term "successors and assigns" as used in this section shall not include builders or developers who acquire Lots for the purpose of erecting improvements thereon. • • ARTICLE II PROPERTY RIGHTS Section 1. Owners' Easements of Enjoyment. Every Owner shall have a right and easement of enjoyment in and to the Common Area which shall be appurtenant to and shall pass with the title to every Lot, subject to the fol- lowing provisions: (a) The right of the Association to charge reasonable admission and other fees for the use of any re- creational facility situated upon the Common Area and to regulate the time and circumstances wherein owners may use such facilities; (b) The right of the Association to suspend the voting rights and right to use of the recreational fa- cilities by an Owner for any period during which assessment against his Lot remains unpaid; and for a period not to ex- ceed sixty (60) days for any infraction of its published rules and regulations; (c) The rights of the Association to dedicate or transfer all or any part of the Common Area to any public agency, authority, or utility for such purposes and subject to such conditions as may be agreed to by the members. No such dedication or transfer shall be effective unless an instrument signed by two-thirds (2/3) of each class of mem- bers agreeing to such dedication or transfer has been re- corded. (d) Any and all rights reserved by the deeds to the Common Area, which shal]. be subject to approval by the Federal Housing Administration and the Veterans Administration as long as there are Class B members. Section 2. Delegation of Use. Any Owner may delegate, in accordance with the Bylaws, his right of enjoy- ment to the Common Area and facilities to the members of his family, his tenants, or contract purchasers who reside on the property. ARTICLE III MEMBERSHIP AND VOTING RIGHTS Section 1. Every Owner of a Lot which is subject to assessment shall be a member of the Association. Member- ship shall be appurtenant to and may not be separated from ownership of any Lot which is subject to assessment. i. • • Section 2. The Association shall have three classes of voting membership: Class A. Class A members shall be Owners with the exception of the Declarant and Class C Owners and shall be entitled to: (a) One (1) vote for each Lot owned; and (b) If such Lot is improved with more than one Single -Family House, Townhouse or Condominium Unit, then one (1) additional vote for each such additional Single -Family House, Townhouse, or Condominium Unit. Class B. Class B member(s) shall be the Declarant and shall be entitled to three (3) votes for each Lot owned. The Class B membership shall cease and be con- verted to Class A membership on the happening of either of the following events, whichever occurs earlier: (a) When the total votes outstanding in the Class A membership equal the total votes outstanding in the Class B Membership; or (b) On January 1, 1990. Class C. Class C member shall be Owners with the exception of Class A Owners and the Declarant and shall be entitled to: (a) One (1) vote for each Lot owned; and (b) If such Lot is improved as an Apartment House, then two-thirds (2/3) of an additional vote for each such Apartment Unit; and (c) The percentage of the total votes al- located to Class C members shall at no time exceed 49% of the total vote of the Association. Section 3. When more than one person holds an interest in any Class A or Class B Lot as an Owner, all such Owners shall be members. The vote of such Lot shall be exercised as they among themselves determine. ARTICLE IV COVENANT FOR MAINTENANCE ASSESSMENTS Section 1. Creation of the Lien and Personal Obligation of Assessments. The Declarant, for each Lot owned within the Properties, hereby covenants, and each Owner of any Lot by acceptance of a deed therefor, whether or not it shall be so expressed in such deed, is deemed to covenant and agree -4- • • to pay the Association: (i) annual assessments, and (ii) special assessments, such assessments to be established and collected as hereinafter provided. The annual and special assessments, together with interest, costs, and reasonable attorney's fees which are incurred by reason of the failure to pay such assessment as required by the bylaws of the Association shall be a charge on the land which shall be a continuing lien upon the property against which such assessment is made. Each such assessment, together with interest, costs, and reasonable attorney's fees necessary to collect the assess- ments shall also be the personal obligation of the person who was the Owner of such property at the time when the assessment fell due. The personal obligation for delinquent assessments shall not pass to his successors in title unless expressly assumed by them. Section 2. Purposes of Assessments. The assessments levied by the Association shall be used toward the common good of the community, civic betterment, municipal, educa- tional and recreational purposes for members of the Association (but not by way of limitation) as follows: (a) To render constructive civic service for the promotion of the social welfare of the community and for the citizens within the Properties which are a part of Willow Creek Village, to inculcate civic consciousness by means of active participation in constructive projects which will improve the community, state and nation; (b) To promote and/or to provide municipal services and educational and public recreational services and facilities for residents within the Properties which are a part of Willow Creek Village; (c) To acquire, maintain and operate build- ings and property for public services and educational and recreational purposes; (d) To do any other thing necessary or desir- able or of general benefit to the Community, including (but not by way of limitation) the following: (i) A11 maintenance of streets and street lighting within the boundaries of the Properties, including repairs, replacement, sweeping and snow removal. (ii) All maintenance of Common Areas green- belts and parks within the boundaries of the Prop- erties. (iii) Enforcement of restrictions imposed on the use of land and improvements within the Proper- ties. (iv) All maintenance of Village entry and Street signage. (v) Obtaining insurance, legal services, architectural services, financial services and all other services necessary to properly conduct the business of the Association. Section 3. Maximum Annual Assessment. (a) Until July 1 of the year immediately fol- lowing the conveyance of the first Lot to an Owner other than the Declarant, the maximum annual assessment shall be $180.00 per Lot. (b) From and after July 1 of the year immedi- ately following the conveyance of the first Lot to an Owner, the maximum annual assessment shall be adjusted in confor- mance with the Consumer Price Index (CPI) for All Urban Con- sumers, published by the U.S. Department of Labor, Bureau of Labor Statistics, or such successor index as may be pub- lished by the U.S. Department of Labor. The maximum as- sessment for any year shall be the amount determined by (i) taking the dollar amount specified in Section 3 (a) above, (ii) multiplying the amount by the published CPI number for the fourth month prior to the beginning of the subject year; and (iii) dividing that result by the published CPI number for the month in which this Declaration was signed by the Declarant. (c) From and after July 1 of the year immedi- ately following the conveyance of the first Lot to an Owner, the maximum annual assessment amounts specified above in Section 3 and used in the above adjustment formula may be changed by a vote of the members of the Association, pro- vided that any such change shall havo the assent of the mem- bers of the Association holding a majority of the voting power of each class of membership of the Association who are voting in person or by proxy, at a meeting duly called for this purpose, notice of which shall be made not less than thirty (30) days nor more than sixty (60) days in advance of the meeting setting forth the purpose of the meeting. The limitations hereof shall not apply to any change in the maximum and basis of the assessments undertaken as an incident to a merger or consolidation in which the Association is authorized to par- ticipate under its Articles of Incorporation. • • (d) The Board of Directors may fix the annual assessment at an amount not in excess of the maximum. Section 4. Special Assessments for Capital Improvements. In addition to the annual assessments author- ized above, the Association may levy, in any assessment year, a special assessment, applicable to that year only, for the purpose of defraying, in whole or in part, the cost of any construction, reconstruction, repair or replacement of a capital improvement upon the Common Area, including fixtures and personal property related thereto. Provided that any such assessment shall have the assent of a majority of the votes of each class of members who are voting in person or by proxy at a meeting duly called for this purpose. Section 5. Notice and Quorum for Any Action Authorized Under Sections 3 and 4. Notice of any meeting called for the purpose of taking any action authorized under Sections 3 or 4 hereof shall be made not less than thirty (30) days nor more than sixty (60) days in advance of the meeting. At the first such meeting called, the presence of members or of proxies entitled to cast sixty percent (60%) of all the votes of each class of membership shall constitute a quorum. If the required quorum is not present, another meeting may be called subject to the same notice requirement, and the required quorum at the subsequent meeting shall be one-half (1/2) of the required quorum at the preceding meeting. No such subsequent meeting shall be held more than sixty (60) days following the pre- ceding meeting. Section 6. Uniform Rate of Assessment. Both annual and special assessments must be fixed uniform rates for all Lots and may be collected on a monthly basis, except that the annual assessments levied against Lots owned by the Declarant shall be one-half (1/2) the annual Lot assessment provided for herein until such Lots are improved. Section 7. Date of Commencement of Annual Assessments: Due Dates. The annual assessments provided for herein shall commence as to all Lots on the first day of the month following the conveyance of the first Lot. The first annual assessment shall be adjusted according to the number of months remaining in the calendar year. The Board of Directors shall fix the amount of the annual assessment against each Lot at least thirty (30) days in advance of each annual assessment period. Written notice of the annual assessment shall be sent to every Owner subject thereto. The due dates shall be established by the Board of Directors. The Association shall, upon demand, and for a reasonable charge, furnish a certificate signed by an officer of the Association setting forth whether the assessments on a specific Lot have been paid. • • Section 8. Effect of Non -Payment of Assessment: Remedies of the Association. If any assessment is not paid within thirty (30) days after the due date, the Owner ob- ligated to pay such assessment may be required to pay a reasonable late charge to be determined by the Board of Directors of the Association. The Association may bring an action at law against the Owner personally obligated to pay the same and/or foreclose the lien against the property. No Owner may waive or otherwise escape liability for the as- sessments provided for herein by non-use of the services as stated in Article IV, Section 2 hereof or by non-use of the Common Area or abandonment of his Lot. Section 9. Subordination of the Lien to Mort- gage. The lien of the assessments provided for herein shall be subordinate to the lien of any first mortgage or first deed of trust. Sale or transfer of any Lot shall not affect the assessment lien. However, the sale or transfer of any Lot pursuant to mortgage foreclosure or any proceed- ing lieu thereof, shall extinguish the lien of such as- sessments as to payments which become due prior to such sale or transfer. No sale or transfer shall relieve such Lot from liability for any assessments thereafter becoming due or from the lien thereof. ARTICLE V ARCHITECTURAL CONTROL Section 1. Purpose. In order to preserve the natural beauty of Willow Creek Village and its setting, to maintain Willow Creek Village as a pleasant and desirable environment, to establish and preserve a harmonious design for the community, and to protect and promote the value of the Properties, exterior design, landscaping and use of all new development and additions, changes, substitutions and alterations to existing use, landscaping and exterior design and development shall be subject to architectural review. Section 2. Objectives. Architectural review shall be directed towards attaining the following objectives for Willow Creek Village: (a) Preventing excessive or unsightly grad- ing, indiscriminate earthmoving or clearing, removal of trees and vegetation which could cause disruption of natural water courses or scar natural landforms. (b) Ensuring that the location and configura- tion of structures are visually harmonious with the terrain and vegetation of the Lot and with surrounding Lots and structures, and do not unnecessarily block scenic views from • • existing buildings or tend to dominate any general develop- ment or the natural landscape. (c) Ensuring that the architectural design of structures and their materials and colors are visually har- monious with Willow Creek Village's over-all appearance, history and cultural heritage, with surrounding development, with natural landforms and native vegetation, and with de- velopment plans, zoning requirements and other restrictions, if any, for the Lots on which the structures are proposed to be located. (d) Ensuring that plans for the landscaping of open spaces provide visually pleasing settings for struc- tures on such Lots and on adjoining and nearby Lots and blend harmoniously with the natural landscape. (e) Ensuring that any development, structure, building or landscaping complies with the provisions of this Declaration, including but not limited to, those provisions set forth in Article V and VI hereof. (f) Ensuring the improvements constructed on each Lot are equipped with reasonable alternate energy pro- viding systems and conservation equipment. Section 3. Architectural Review Board. (a) The Declarant shall establish an Archi- tectural Review Board hereinafter called the Review Board which shall consist of from three to five members appointed by the Declarant until such time as all improvements have been erected on all Lots, and on such occurrence, the Associa- tion shall thereafter make such appointments. (b) The Review Board shall select its own chairman and vice-chairman from among its members. The chairman or in his absence the vice-chairman shall be the presiding officer of its meetings. In the absence of both the chairman and the vice-chairman from a meeting, the mem- bers present shall appoint a member to serve as acting chairman at such meeting. Meetings shall be held upon call of the chairman in such location as shall from time to time be set by the Review Board. A majority of the members shall constitute a quorum for the transaction of business, but in the absence of a quorum a lesser number may adjourn any meeting to a later time or date. The affirmative vote of a majority of a quorum of the members of the Review Board shall constitute the action of the Review Board on any mat- ter before it. The Review Board shall operate in accordance with its own rules of procedure. (c) The Review Board is hereby authorized to retain the services of one or more consulting architects, landscape architects, urban designers or engineers who need not be licensed to practice in the State of Colorado, to advise and assist the Review Board in performing its func- tions. Such consultants may be retained to advise the Review Board on a single project, on a number of projects, or on a continuing basis. Section 4. Review Board Approval and Control. (a) No Owner shall perform or permit to be performed: site preparation; landscaping, building con- struction; sign erection; exterior change, modification, alteration, substitution or enlargement of any existing structure; paving; fencing; planting or other improvements to any Lot or other property or building or structure there- on; change of use of any Lot or other property or building or structure thereon unless the Review Board has approved the plans and specifications for the project and con- struction procedures to be used to insure compliance with Articles V and VI. The Review Board shall have authority to approve such plans and specifications upon terms and condi- tions reasonably designed to achieve the purposes of Articles V and VI. Alterations or remodeling which are completely within a building or structure and which do not change the exterior appearance and are not visible from the outside of the structure may be undertaken without Review Board approval. All actions taken by the Review Board shall be in accordance with rules and regulations established by the Review Board and shall be in accordance with the pur- poses and intent of the Master Plan filed with Garfield County, Colorado more particularly described in Article VII. Such rules and regulations may be amended from time to time by action of the Review Board that is consistent with and fulfills the purpose of this Declaration. The approval or consent of the Review Board on matters properly coming before it shall not be unreasonably withheld, actions taken shall not be arbitrary or capricious and decisions shall be conclusive and binding on all interested parties, and such approval or consent shall not prohibit enforcement of the provisions of this Declaration. The Review Board or its designated representative shall monitor and conduct on-site inspections of any approved project to the extent required to insure that the construction or work on such project complies with any and all approval plans and construction procedures. The Review Board or its designated represen- tatives may enter upon any Lot at any reasonable time or times to inspect the progress, work status, or completion of any project. • • (b) Any material to be submitted or notice to be given to the Review Board shall be submitted at the of- fices of the Review Board. Section 5. Architectural Standards and Construction Procedures. The Review Board shall promulgate and publish rules and regulations that shall state the general architectural design requirements, procedures for review and approval of plans and specifications, and the general construction pro- cedures that will or will not be allowed in Willow Creek Village. The Review Board shall set forth the procedures to be followed and material which must be provided in order to obtain approval of proposed construction by the Review Board. Section 6. Reconsideration, Review, and Appeal. Within seven days following action of the Review Board, its decision to approve or disapprove the project design shall be transmitted to the applicant. The decision shall become final if no written request for reconsideration is made to the Review Board by the aggrieved party within 20 days fol- lowing the decision of the Review Board. If a request for reconsideration is timely made, the Review Board shall re- consider the matter at its next regularly scheduled meeting. The decision rendered upon such reconsideration shall be transmitted to the aggrieved party and shall become final. Any decision by the Review Board which results in disapprov- al of the project design shall specifically describe the purpose, development plan, covenant or regulations with which the project does not comply and the manner of noncom- pliance. Section 7. Lapse of Architectural Review Ap- proval. Approval of the design of a project shall lapse and become void one year following the date of final approv- al of the project, unless a building permit is issued and construction is commenced within one year following the date of such final approval and diligently pursued to completion. Section 8. Liability. Neither Declarant, the Association nor the Review Board nor any of their respective officers, directors, employees or agents shall be responsi- ble or liable for any defects in any plans or specifications submitted, revised or approved under this Article V nor for any defects in construction pursuant to such plans and spe- cifications. Approval of plans and specifications under this Article V shall not constitute any representation by Declarant, the Association or the Review Board that such plans or specifications are in compliance with applicable governmental regulations and shall not relieve any Owner of his obligation to comply with applicable governmental laws or regulations. • • ARTICLE VI PROTECTIVE COVENANTS Section 1. Residential Use. No Lot shall be used except for residential purposes. Only single family detached dwellings not to exceed two stories in height, pri- vate garages for not more than three cars, and other out- buildings directly incidental to residential use shall be executed, altered, placed or permitted to remain on any Lot. Section 2. New Construction Only. All con- struction within the Properties shall be new construction and no previously erected buildings, structure, or improve- ments shall be moved and set upon any Lot from any other location, excepting new modular housing approved by the Review Board. Section 3. Minimum Floor Area. The floor area of the main structure on any Lot, exclusive of open porches and garages, shall not be less than 1800 square feet,outside measurement. Section 4. Setbacks. No building shall be located on any Lot nearer to the front Lot line or nearer to the side street line than the minimum building setback line shown on the recorded plat for the Properties. In any event, no building shall be located on any building Lot nearer than 25 feet to the front Lot line, nearer than 7 feet to an in- terior Lot line, or nearer than 15 feet to the rear Lot line. For the purposes of this covenant, eaves, steps and open porches shall not be considered as part of the building, provided however, that this shall not be construed to permit any portion of a building on the building Lot to encroach upon another building Lot. Maximum building height shall not exceed 35 feet measured at the vertical to the grade at the center of the building. Section 5. Resubdivision and Combination of Lots. The creation of more than one dwelling per Lot or the re- subdivision of Lots into smaller units is prohibited but the combination of more than one Lot into one building site is not prohibited. When constructing improvements on such combined Lots, the side Lot setback lines shall be measured from the resulting side property lines, rather than the Lot lines as indicated on the recorded plat for the Properties. Section 6. Utilities and Easements. Underground electric, natural gas, telephone service and cable tele- vision shall be available to all Lots in the Properties and utility companies furnishing these services shall have easements as shown on the recorded subdivision plats for the Properties or as otherwise recorded. Easements for installation and maintenance of utilities are reserved as • • shown on such plats and no structure shall be erected on any of said easements and no aerial encroachments may take place over such easements. Neither the Declarant (or builders who buy Lots from Declarant) nor any utility company or govern- mental entity using the easements shall be liable for any damage done by either of them or their assigns, their agents, or employees, to shrubbery, trees, flowers or improvements of the Owner located on the land covered by said easements. Easements for underground service may be crossed by drive- ways and walkways provided prior arrangements with the util- ity companies furnishing electric, gas, telephone and cable television service approve type and size of such driveways or sidewalks prior to the construction thereof. Easements for these underground services shall be kept clear of all other improvements including buildings, patios, and other paving. Further, any fence crossing any access easement for electric transformer maintenance shall have a gate with a minimum clear opening of 5 feet. Section 7. Limitation on Activities. Nothing shall be done or permitted on any Lot which may be or become an annoyance or nuisance to the neighborhood. No noxious or offensive activities or commercial business or trade, whether for profit or not, shall be carried on upon any Lot, except on those Lots which may be designated by Declarant, to be used for sales offices, construction offices and storage yards and buildings for a maximum period of five years from the date hereof. During the period of time said Lots are so utilized, the storage yards, buildings or struc- tures constructed or situated hereon shall not be subject to the conditions, covenants and restrictions herein set out. Section 8. Limitation on Use of Certain Struc- tures. No structure of a temporary character or trailer, basement, tent, shack, garage, barn or other outbuilding shall be used on any Lot at any time as residence, whether temporarily or permanently. Section 9. Outbuilding Maximum Height. Any building or structure other than the main residence and garage shall be limited to 8 feet or less in height and must be approved by the Review Board in accordance with these covenants. Section 10. Limitation on Parkway Storage. No boats, trailers, buses, recreational vehicles, inoperative private automobiles, or inoperative vehicles of any kind, camp rigs off trucks, or boat rigging or other similar items shall be parked or stored permanently or semi -permanently on public streets, right-of-way, or on driveways. Perma- nent or semi-permanent storage for such vehicles or items must be screened from public view, either within the garage or behind a solid fence 6 feet in height, not farther for- ward than the front building line of the dwelling unit. • • Semi-permanent storage is hereby defined to be location in one place for aperiod of seventy-two hours or longer. Section 11. Restriction on Animals. No ani- mals, livestock or poultry of any kind shall be raised, bred or kept on any Lot except dogs, cats or other common house- hold pets, provided they are not kept, bred or maintained for commercial purposes or in unreasonable numbers. All animals or pets must be leashed or restrained within an adequate enclosure. Notwithstanding the foregoing, no animals or fowl may be kept on any Lot which result in annoy- ance or are obnoxious to the residents in the vicinity. Section 12. Restriction on Walls, Fences, Planters and Hedges. No wall, fence, planter or hedge in excess of 2 feet in height shall be erected or maintained nearer to the front Lot line than the front building setback line. No front, side, or rear fence, wall, or hedge shall be more than 6 feet high. No fence shall be of wire or chain link construction. All fences that are to be con- structed, placed or altered on Lots which abut the greenbelt system must have the prior written approval of Declarant and the Review Board. Section 13. Sight Lines on Corner Lots. No object or thing shall be placed or planted on corner Lots which obstructs sight lines at elevations between 2 feet and 6 feet above the top of the street curb within a triangular area formed by the junction of the street and curb lines and a line connecting them at a point 55 feet from the junction of such street curb lines or extensions thereof. Section 14. Restriction on Clothes Drying. The drying of clothes in public view is prohibited, and the Owners or occupants of any Lots at the intersection of streets or adjacent to parks, playgrounds, greenbelts or other facilities with a rear yard or a portion of the Lot which is visible to the public shall construct and maintain a drying yard or a suitable enclosure to screen drying clothes from public view. Section 15. Maintenance of Lots. All Lots shall be kept at all time in a sanitary, healthful, safe and attractive condition and the Owner or occupants of all Lots shall keep all weeds and grass cut and shall in no event use any Lot for storage of materials and equipment except normal residential requirements or incident to construction of im- provements thereon as herein permitted, or permit the accu- mulation of garbage, trash or rubbish of any kind thereon. All yard equipment, wood piles, or storage piles shall be kept screened by a service yard or other similar facility as otherwise provided for, so as to conceal them from view of neighboring Lots, streets or other property. In the event of default on the part of the Owner or occupant of any Lot • • in observing the above requirements or any of them, such default continuing after ten (10) days written notice there- of, the Review Board, may without libability to the Owner or occupant in trespass or otherwise, enter upon said Lot and cut or cause to be cut such weeds and grass and remove or cause to be removed such garbage, trash or rubbish or do any other thing necessary to secure compliance with these restrictions, so as to place said Lot in a neat attractive, healthful, safe and sanitary condition, and may charge the Owner or occupant of such Lot for the cost of such work. The Owner or occupant, as the case may be, agrees by the purchase or occupation of the property to pay such statement immediately upon receipt thereof. To secure the payment of such charges in case of nonpayment by the property owner, a lien is herein and hereby automatically created against the above described property in favor of the Review Board, which may be foreclosed in the manner described herein for unpaid assessments generally. Section 16. Restriction on Signs. No sign, ad- vertisement, billboard or advertising structure of any kind shall be displayed for the public view on any portion of the Properties or on any Lot except one sign for each building Lot, which sign may have one maximum dimension of 24 inches and a maximum area of 576 square inches, for the sole purpose of advertising the property for sale or rent, except signs used by Declarant or builders who buy Lots from Declarant to advertise the property during the construction and sales period. The Review Board shall have the right to remove any signs, advertisements, billboard or structure which is placed on a Lot in violation of this covenant, and in doing so shall not be subject to any liability for trespass or other tort in connection therewith or arising from such removal. Section 17. Restriction on Digging, Dirt Removal and Tree Cutting. The digging of, or removal of any dirt from any Lot is prohibited except as necessary in conjunction with the landscaping of or construction on such Lot. No native trees shall be cut without the prior written approval of the Review Board, except for the removal of dead trees. Section 18. Restriction on Antennae. No elec- tronic antenna or device of any type other than an antenna for receiving normal television signals shall be erected, constructed, placed or permitted to remain on any of the Lots, houses or buildings constructed on the Properties. Television antennas may be attached to the house; however, the antenna's location shall be restricted to the rear of the house or to the rear of the ridge line, gable, or center line of the principal dwelling so as to be hidden from sight when viewed from the fronting street. • • Section 19. Restriction on Parking. No com- mercial type vehicles or trucks shall be stored or parked on any Lot except in an enclosed garage, nor parked on any re- sidential street, except while engaged in transportation to or from a residence. For the purpose of this covenant, a 3/4 ton or smaller vehicle, commonly known as a pick-up truck, shall not be deemed to be a commercial vehicle or a truck. Section 20. Underground Utilities. All elec- trical, telephone service and cable television service lines shall be underground and no telephone or existing electrical service drop poles or wires shall be permitted above ground except those existing as of this date, whether the same be in the utility easement or other portions of the Lots. Section 21. Quality of Materials; Construction Standards. All building materials, whether for initial or subsequent construction, shall be of high quality, as deter- mined by the Review Board guided by industry standards. Section 22. Restriction Relating to Drainage. Nothing shall be done or permitted by the Owner or occupant, as the case may be, which would block, divert, or channelize the natural flow of drainage water across any Lot from adja- cent Lots as established by original subdivision grading. Section 23. Restriction on Mailboxes. No de- livery boxes, newspaper "tubes" or drop boxes other than coventional, U.S. Postal Service approved, mailboxes shall be placed or constructed within the Properties. Section 24. No Cesspools or Septic Tanks. No cesspools or septic tanks shall be permitted on any Lot without prior written approval of the Review Board. Section 25. No Hazardous Activities. No ac- tivities shall be conducted on any Lot and no improvements constructed on any Lot which are or might be unsafe or haz- ardous to any person or Lot. Without limiting the general- ity of the foregoing, no firearms shall be discharged upon any Lot; and no open fires shall be lighted or permitted on any Lot except in a contained barbecue unit while attended and in use for cooking purposes or within a safe and well designed interior fireplace. Section 26. No Annoying Lights, Sounds or Odors. No light shall be emitted from any Lot which is unreasonably bright or causes unreasonable glare; no sound shall be emitted from any Lot which is unreasonably loud or annoying; and no odor shall be emitted from any Lot which is noxious or offensive to others. • • Section 27. No Mining and Drilling. No Lot shall be used for the purpose of mining, quarrying, drilling, boring or exploring for or removing oil, gas or other hydro- carbons, minerals, rocks, stones, gravel or earth. Section 28. Windmills Prohibited. Windmills, including without limitation wind -powered electric genera- ting equipment, shall not be constructed or placed on any Lot. Section 29. Compliance with Law. No Lot shall be used, occupied, altered, changed, improved or repaired except in compliance with all present and future laws, rules, requirements, orders, directions, ordinances and regulations of the United States of America, State of Colorado, County of Garfield, and all other municipal, governmental or lawful authority whatsoever, affecting the Lots or the improvements thereon or any part thereof, and of all their departments, bureaus and officials. Section 30. Additional Covenants, Conditions and Restrictions. By specific provision in any deed from Declarant, Declarant may subject any property to be conveyed by such deed to particular covenants, conditions or restric- tions applicable to the particular property conveyed by such deed. Section 31. Construction Period Exception. During the course of actual construction of any permitted structures or improvements on any Lot, the Review Board may, by written instrument, waive certain provisions contained in this Article VI to the extent necessary to permit such construction provided that, during the course of such construction, nothing is done which will result in a violation of any of such provisions upon completion of construction. Section 32. Deviations. The Review Board at its sole discretion, is hereby permitted to approve deviations in the protective covenants hereinabove set out, where, in its judgment, such deviations will result in a more common beneficial use. Such approvals must be granted in writing and when given, will become a part of these restrictions. ARTICLE VII GENERAL PROVISIONS Section 1. Enforcement. The Association, or any Owner, shall have the right to enforce, by any proceeding at law or in equity, all restrictions, conditions, covenants, reservations, liens and charges now or thereafter imposed by the provisions of this Declaration. Failure by the • • Association, the Review Board or by any Owner to enforce any covenant or restriction herein contained shall in no event be deemed a waiver of the right to do so thereafter. The Association and the Review Board shall not be liable to any Owner for failure to enforce any restriction, covenant or condition contained herein. Section 2. Severability. Invalidation of any one of these covenants or restrictions by judgment or court order shall in no wise affect any other provisions which shall remain in full force and effect. Section 3. Amendment. The covenants and restric- tions of this Declaration shall run with and bind the land, for the term of thirty (30) years from the date this Declaration is recorded, after which time they shall be automatically extended for successive periods of ten (10) years. Any provision contained in this Declaration may be amended or repealed at any time and from time to time upon approval of the amendment or repeal by Members of the Association holding at least 51% of the total combined voting power of all classes of membership of the Association. The amendment or repeal shall be effective upon the recordation in the office of the Clerk and Recorder or Garfield County, Colorado, or a certificate, executed by the President or a Vice President and the Secretary or an Assistant Secretary of the Association setting forth the amendment or repeal in full and certifying that the amend- ment or repeal has been approved by the Members. Section 4. Annexation. (a) Additional residential property and com- mon area within the area described as MDR -1 and MDR -2 on the Master Plan entitled "Planned Unit Development Map - Battlement Mesa" dated May 19, 1980, filed with Garfield County, Colorado, may be annexed to the Properties covered by this Declaration and the Association, and subjected to the jurisdiction and benefits of the Association, by the Declarant without the consent of the members, provided that, if either the Veterans Administration or the Federal Housing Administration is insuring ore guaranteeing or has agreed to insure or guarantee loans within the Properties, the Veterans Administration and the Federal Housing Administration determine that the annexation is in accord with a general plan heretofore approved by them. (b) Property other than that described in Article VII, section 4 (a) above, may be annexed to the Properties with the consent of two-thirds (2/3) of each class of members. Section 5. FHA/VA Approval. As long as there is a Class $3 Membership and the Federal Housing Administration or the Veterans Administration is insuring or guaranteeing or has agreed to insure or guarantee loans within the Properties, the following actions will require the prior approval of the Federal Housing Administration or the Veterans • • Administration: Annexation of additional properties, dedication of Common Area, and amendment of this Declaration of Covenants, Conditions and Restrictions. -19- • • IN WITNESS WHEREOF, the undersigned, being the De- clarant herein has hereunto set its hand and seal this 167 day of Q,.t, , 1981 ATTEST: 21/1P. fra4ek1444411A---- Secre 1 ry ATTEST: STATE OF COLORADO P/06C COUNTY OF ss. BATTLEMEN MESA INC By esident TOSCO COMMUNITIES CORPORATION By c .•i,S.Rj The foregoing instrument was acknowledged before me this / i day of ,QG7r2 , 1981 by as Pres - as Z, frkwe ident and A/. kSrnvSSc ,0 Secretary of Battlement Mesa, Inc., a Delaware corporation, on behalf of such corporation. My commission expires: Witness my hand and [SEAL] /1 /985- icial seal. -20- AS •1/ Notary Publ i� • • STATE OF COLORADO DOu �rlE�2 ) CITY AND COUNTY OF MMNIPPR) ss. The foregoing instrument was this /q day of ecf0dEj2 G.9Mi14..9 6 . 4I1l L d iQ anas Assistant Secretary of Tosco Communities Corporation, a Delaware corporation, on behalf of such corporation. acknowledged before me , 1981 by as ,,e6$ fiuDor7 My commission expires: Witness my hand and official seal. [SEAL] Name: /4):(2/04.0" CA • 1 SUBDIVISION PRELIMINARY PLAT 8.111.T. Pu.b. (15 Copies) • Check List: (see scale of maps page 19. Zoning Resolution) Preliminary Plat: North Arrow, Scale, Date, Boundary lines and distances with description of tract Property lines, owners adjacent to tract Notation of easements and setbacks Street names, block and lot numbering system Area of each lot Contours each 5' intervals unless approval for 10' on 1/24,000 intervals Common open space Sites reserved for public, parks, schools etc... Fee Additional Information: Name of subdivision (unique) Name and address of owner(s), mortgagees, subdivider, and firm preparing plat Names and addresses of adjoining land owners Total acreage of subdivided land and acreage of each use. Proposed terms of dedication of public sites etc... Evidence that subdivision complies with Zoning Resolution Total Square Feet of nonresidential floor space. Total number of off street parking spaces (excluding S.F.) Vicinity Sketch Map: Scale 1"=1,000' or 1/24,000 if approved, .5 miles in all directions Physical Information: Geological Information Soils information Vegetation Wildlife Grading and Drainage Plan: Generalized grading for all cut and fill Cross -Sections for difficult grade relationships on roads and building sites Street profiles (scale consistent with preliminary plat) Drainage Study -existing water courses and expected tributary flows, plus all proposed culverts, bridges, ditches, channels and easements Utility Plan: Water Supply, source proof of quantity and quality and evidence of ownership Historic use and yield Amenability of rights to change in use. Proof that public or private will supply water and what amount Evidence of potability Sewage Disposal: • • Nature of legal entity who will own system and method of financing Information on existing water system (if connection is to be made) Individual wells -proof of availability of water Plan of Augmentation for Junior wells Description of system (for central system) Treatment -public or private facilities can and will handle it Entity which will own and operate system and method of financing If connected to existing system -information on existing system If individual systems -perk tests, maximum ground water level etc.. results Underground Wiring: Description of the system and evidence of utility Company agreement Comments: JAL/Lt.)- awE. B r1T. P.v,C -26 •'� AxkiAti2: *Nra NNRA � - Awat @. 36, ss5(9.P.d) i///5/ A#2,\ALO Pv z. attlement • 'Mesa "Incorporated 759 Horizon Drive, Suite #3 • P.O. Box 308 • Grand Junction, Colorado 81502 • 303/245-1300 May 6, 1981 Garfield County Planning Dept. 2014 Blake Ave. Glenwood Springs, Co 81601 Re: Preliminary plat for Willow Creek Village Sec. One Gentlemen: Submitted herewith is the Preliminary Plat for Willow Creek Village of Battlement Mesa PUD. Attached please find the following: 1. Preliminary Plat 2. Additional information, Preliminary Plat 3. Subdivision Summary Form 4. Covenant description (draft) 5. Preliminary drainage and grading plan with street grades, typical paving sections arra specifications 6. Utility plan 7. Cashier's check for $338.80 for Filing Fee. 8. Ruling of referee -in the matter of the application for water rights of Battlement Mesa Inc., in the Colorado River in Garfield County. 9. Letter dated January 30, 1981 from David J. Love, P.F. of Wright -McLaughlin stating availability of water supply and wastewater treatment and projecting the schedule for ultimate facilities. The Geologic Report, Soils Report, and Vegetation Map were submitted with the PUD Rezoning Application. These reports plus the letter dated April 15, 1980 from Mr. Perry D. Olson of the Colorado Division of Wildlife to Mr. Ray Baldwin of Garfield County should be used for necessary reference. • • Garfield County Planning Dept. May 6, 1981 Page Two The water and sanitary sewer systems for this subdivision are in accordance with the Master Plan and the Plan of Augmentation prepared by Wright -McLaughlin Engineers, Inc. Initially, the water and wastewater treatment plants will be owned operated, and financed by Battlement Mesa Inc. These facilities will be in accordance with the Colorado Department of Health Standards. In the future, a Water and Sanitation District will be created to own, operate, and finance these facilities. Holy Cross Electric Assoc. is presently designing the underground power which should be available for your review in two weeks. Should any additional information be needed please contact our office. Yours truly, Charles L. Pence CLP/ca encls. • • Additional Information Preliminary Plat Willow Creek Village 1. Subdivision Name: Willow Creek Village 2. Owner: Battlement Mesa Inc. P.O. Box 308 Grand Junction, Co 81502 3. There are no mortgages on the property. 4. Plat prepared by: Turner Collie & Braden Inc. P.O. Box 3944 Grand Junction, Co 81502 5. Battlement Mesa Inc. owns all land adjacent to 6. The total area of land being subdivided i 7. A breakdown of the area by lard use type is as follows: Page 1 oposed subdivision. a. Single family residential b. Public rights-of-way 42.116 acres 5.643 acres 8. Subdivision Summary Form is attached. 9. Public rights-of-way will be dedicated to Garfield County. The reserves for greenbelts and paveways will be conveyed in the future to the Recreation District when it is created. 10. A brief description of the proposed covenants is attached. 11. This subdivision is in compliance with the Garfield County Zoning requirements. 12. There is no nonresidential development in this subdivision. 13. There are no off-street parking spaces required. 14. Agreements concerning schools, fire and police will be submitted with the Final Plat. 15. A variance is requested for use of a 15 foot building set back on corner side lot lines instead of the 25 foot set back included in the Garfield County Subdivision Regulations. 16. A variance is requested for use of a 40 foot cul-de-sac radius in lieu of the 45 foot radius stated in the Garfield County Subdivision Regulations. • • SUBDIVISION SUMMARY FORM Garfield County Type of Subdivision Request for Exemption Date May 5, 1981 Preliminary Plan Final Plat Subdivision Name: Filing Willow Creek Village XXX S1/2 SE1/4 Location of Subdivision TOWNSHIP T7S RANGE R95W SEC. 7 1/4 Owner (s) NAME Battlement Mesa, Inc. ADDRESS Subdivider(s) NAME ADDRESS Designer NAME ADDRESS Sec. 18, N1/2 NE1/4 P.O. Box 308 Grand Junction, Co 81502 Battlement Mesa,_Inc. P.O. Box 308; Grand Junction, Co 81502 Turner Collie & Braden Inc. P.O. Box 3944 Grand Junction, Co 81502 Type of Subdivision Number of Arca Dwelling Units (Acres) % of Total Area ( ) Single Family 81 ( ) Apartments ( ) Condominiums ( ) Mobile Home ( ) Commercial N.A. ( ) Industrial N.A. 42,116 88% Street 5.643 12% Walkways Dedicated School Sites Reserved School Sites Dedicated Park Sites Reserved Park Sites Private Open Areas Easements Other (specify) Total 47.759 100% Estimated Water Requirements 36,855 Proposed Water Source Colorado River Gallons/day. Estimated Sewage Disposal Requirement 28,350 Gallons/day. Proposed Means of Sewage Disposal central treatment plant ACTION: Planning Commission Recommendation Approval ( ) Disapproval ( ) Remarks Date , 19 Board of County Commissioners Approval ( ) Disapproval ( ) Remarks Date , 19 • • PROTECTIVE COVENANTS (Brief Description) Preamble Cites ownership and binding affects of covenants. Architectural Control Provides for architectural control and an approval committee. Architectural Control Committee Provides for committee membership, meeting and procedures. Dwelling and Site Dictates size and height limits and restrictions. Building Location Dictates setbacks and sight lines and controls add-on structures. Easements Control and indicates easement restrictions and limits. Temporary Residences Restricts non -permanent structures. Resubdivision Controls split-legals. Private Automobiles Controls storage of automobiles. Nuisance Controls nuisances, annoyance, and offices. Refuse and Rubbish Controls disposal. Signs Limits size and usage of signage. Animals Dictates animal controls and restricts livestock and poultry. Commercial Vehicles Restricts storage and parking of commercial vehicles. Utilities Dictates installation of dwelling services. Landscaping Restricts landscaping varieties. Duration of Restrictions Time limits of covenants. Enforcement Provides for procedures to enforce covenant. Invalidation Limits invalidation. • PLAN - SUBDIVISION ENTRANCE AT ARTERIAL ROADWAY INTERSECTION N.T. S. Date Preloored : 3.2.8/ Dole Revised • CURVE RADIUS DELTA LENGTH 1 a 3 25.00' 51-35-43 22.51' 2 41.001 283-11-26 202.65' 0+82.13 25.47' Lt eRt 1+01.72 /6.00' L7 Rt. TYPICAL CUL- DE- SAC 5ca le : 11' = 50' Dale Revised Dete Prepared: 3-2-8I • • CURVE RADIUS DELTA LENGTH 1 25.00' 39-24-02 17.19' 2 41.00' 281-23-09 201.36' 3 25.00' 61-59-07 27.05' 0+76.02 21.68' Rt. 0 +86.20 29.26' Lf 16,00: Lt. TYPICAL CUL-DE- SAC W / 10' OFFSET Scale : 1" = 50' • • CURVE RADIUS DELTA LENGTH 1 25.00' 31-57-10 13.94' 2 4 1.001 278 -45-10 199.47' 3 25.00' 66-48-01 29.15' 0t7r_70 19. 79'Rt. 0+84,93 l(o.00'Rt. 32 'F -F 1 50''RoW 1 16.00' Le, TYPICAL CUL-DE- SAC W/15' OFFSET Scale:l"=50' Date Rev'sed.:• Oafe Prepared: 3-2-8/ • CURVE RADIUS DELTA LENGTH 1 41.00' 255-58-13 183.17' 2 25.00 75-58-13 33.15' TYPICAL CUL-DE- SAC W/25OFFSET Scale : t"= 50' Date Revised Oa fe Pi•epar-ed = 3 - 2 -g/ z L v 0 .E /6' ► -+-1 s 4. (J . l� W ti U 0 20' /0' /0' s 9 m 6 W CI) 0 L c tn PERIMETER EASEMENT BACK TO BACK EASEMENT NOTE: Depths To Be Meascir'ed From F,r,,/ Of Easement Center/gine As Shown On Grad:n9 flan. UTILITY LOCATION Date Rev%sed : 3-/8-8/ Date Pre pa r -ed : .3- 2 - 8 / /00' /5' A// Dego/hs To Be Measured From Too OF /nide Curb S/orrn, Mln. 3' De,o /h UTILITY LOCATIONS TYPICAL SUBDIVISION ENTRANC E SECTION N.T.S. .3"Deo"h / Sanitary, Mi/7.8 Deo/h Date Re vis ed Date Pce/oared: 5.2.8/ E/ec., Te/., T.V., 8ury3 6 5o' 11 Note Waterline 5'-0" Cover All Depths Are From Pavement. Storm A/A Location Storm Min. 3'Cover. Primary Location if No Sanitary — IO'U.E 71-0" Sanitary I Min, 'Cover UTILITY LOCATION LOCAL STREET 5ce/e: 4". J' -p" — ®b I"`6 Geis 2'-6"Cover • Elec.,7el. %V., Bury 3I-6" Date Revised Date Prepared : .3- 26 -8l • Nat. Gnd. Cut Section 50' Fi'l/ Sect,'ori 5' 25' /6 6" y 4 2" A5pha/tic Conc. Sur/act 111= 3:1 Ala; 2% Slope Monoliihic Curb ' Gutter (Typ.) L 8 "Subgraale 0",4 S/ope F/ex Base 4 " TYPICAL ROADWAY SECTION LOCAL STREET 5ca/e: j"=l'-pu 3 3 /1 • Strip Top 8 " Of All Vegetation, Placa F' Compact Select Fd/ To 95% Prator Density. Date Re viseci Date Prepared : 3- 2 -8/ • Cub SeCz/"ori h.' /oo ' - o" NIP ti/a �ur^a/ Gr r /r KJ 9= 26 - /5 -0" Z= o 2 " 1 -/MAC 2% 6" Mono/ithic Curb E Gu/ ler (ry/a ) 8 " Su69rc2'e /0"F //ex ase Oeo17 rna/ vary Qe,eJ 7q'//-7 or7 Sir ip �0�0 <5" o all L' 9eor7. Place <'�rn�oae� Se/e�f Fi // 73 95 % Pra or / t y TYPICAL PAVEMENT SECTION SUBDIVISION ENTRANCE N.T.S. Date Revised Date Preparsd : 3-Z/ • • PAVING SPECIFICATIONS The attached are copies of Turner Collie & Braden Inc.'s standard specifications as they relate to the paving portion of this project. These specifications are being revised to reflect Garfield County criteria and practice so that the attached should be considered as a final draft. They are indicative of the quality of the finished product. Final copies will be furnished when' available. 4. Std. (C) 2/17/81 • ITEM NO. K3015 - FLEXIBLE BASE, CRUSHED STONE A. Description. Consists of a base course of crushed stone, con- structed on a prepared subgrade, and conforming to the lines,, grades, thickness and typical sections shown. B. Materials. Material shall be obtained from approved sources and shall consist of durable particles of stone with approved binder materials. Materials shall be approved by the Engineer at source. Submit samples for testing. process material, when properly staked and tested by standard laboratory methods shall meet the require- ments of Subsection 703.03, "Aggregate for Bases," Colorado State Department of Highways, Standard Specifications, 1976 Edition, Class 4 or 5. C. Construction Methods. 1. Finish subgrade preparation in conformance with typical sections shown and other applicable items of these Specifications prior to delivery of base course. 2. Material shall be delivered in approved vehicles of uniform capacity and spread and shaped to thickness and cross section that will provide required minimum thickness and section after compac- tion. Material deposited upon the subgrade shall be spread and shaped same day. In the event inclement weather or other unforeseen circumstances render impractical spreading of material during first 24-hour period, material shall be scarified and spread as required by Engineer. Material shall be sprinkled, if required, and shall then be bladed, dragged, and shaped to conform to typical sections as shown on PLANS. All areas and 'nests" of segregated coarse or fine material shall be corrected or removed and replaced with well graded material, as required by Engineer. Course shall then be sprinkled as required and compacted to extent necessary to provide a minimum of 95 percent AASHTO T 180-74 Density at or near optimum moisture content. Full depth of flexible base shown on the PLANS shall be compacted to the extent necessary to remain firm and stable under construction equipment. After each section of flexible base is completed, tests as necessary will be made by Engineer. If the materials fail to meet density requirements, it shall be reqorked as necessary to meet these requirements. K3015 - 1/2 ' Std. (C) 2/17/81 • • Throughout this entire operation, shape of the course shall be maintained by blading, and surtace upon completion shall be smooth and in conformity with typical section shown on the PLANS and to established lines and grades. All irregularities, depressions or weak spots which develop shall be corrected immediately by scarifying the areas affected, adding suitable material as required, reshaping and recompacting by sprinkling and rolling. Should base course, due to any reason or cause, lose required stability, density and finish before the surfacing is complete, it shall be recompacted and refinished at the sole expense of Contractor. 3. Roller used for compacting the material to the density previously indicated may be either sheepfoot, steel or pneumatic rollers, or a combination of all. 4. Rolling operations shall start as soon as possible after material is spread over an area large enough for efficient opera- tion. Rolling shall be done longitudinally with subgrade and, if required by Engineer, roller shall be operated diagonally or cross- wise to direction of first rolling. Rolling shall continue until the material is firmly and uniformly compacted and does not yield or move when the roller is operated over base course. Any area that will not compact will be removed and replaced as outlined above. After base material has been firmly compacted it shall be sprinkled with water and slush rolled. Sprinkling and slush rolling shall be continued until surface is sealed and hard, and is acceptable to Engineer. 5. Base course shall be allowed to cure for a minimum of 72 hours prior to surface course application, and shall be cleaned of all loose and foreign material. D. Measurement. Measure acceptable material by square yard. "Flexible Base, Crushed Stone," at the minimum thickness specified. Any compacted base found not meeting minimum thickness specified shall be removed and replaced at the sole expense of Contractor. E. Payment. "Crushed Stone Flexible Base" measured as set forth above, paid for at Contract unit price bid, Complete in Place, which price shall be full compensation for furnishing all materials, equipment, labor, tools, water and incidentals necessary to complete the work. END OF ITEM K3015 - 2/2 • • Std. 10/11/76 ITEM NO. K3115 - MACHINE LAID CURB A. General. Consists of Portland cement extruded concrete curb, of cross- section shown on PLANS, with or without reinforcing steel, on an approved foundation or finished roadway surface in accordance with the lines and grades indicated on the PLANS and typical cross-sections. B. Materials 1. Concrete. Item No. B1001 - "Concrete, " Type K. 2. Reinforcing Steel. Billet -steel bars, ASTM A615-75, Grade 40, unless otherwise specified. 3. Premolded Expansion Joint Filler. ASTM D1752 -67, Type II, unless otherwise specified. 4. Membrane Curing Compound. Resin base compound, ASTM C309-74, Type I with light red tint of fugitive dye or Type II, white pigmented. C. Construction Methods. Construct curb with an extrusion machine approved by the Engineer. Immediately prior to placing curb, thoroughly clean previously approved foundation. If required by plan details, coat cleaned surface with specified adhesive or such other coating as specified at rate of application shown. Unless otherwise specified, top of curb grade shall parallel that of the finished roadway surface or approved foundation. Maintain top of curb grade from a guideline set by Contractor from survey marks established by Engineer. A continual check on top of curb grade shall be maintained by means of a gage or pointer attached to the machine in such a manner that a comparison can be made between curb and guideline. Other methods may be used if approved by Engineer. Curb outline shall strictly conform to details shown on PLANS. Use forming tube which is readily adjustable vertically during forward motion of the machine, to provide required variable height of curb necessary to conform to established gradeline or curb dimensions, gutter depressions, etc. Feed approved mix into the machine in such manner and at such consistency that finished curb will present a well compacted mass with surface free from voids and honeycomb and true to established shape, line and grade. K3115 - 1/2 • • Std. 10/11/76 Perform additional surface finishing specified and/or required immediately after extrusion. Construct specified joints to details shown on PLANS. Place expansion joints of material specified at all transverse paving joints, (concrete paving), where curb abuts walks, drives, inlets, or other structures at all curb returns, and in all cases, at intervals not exceeding 80 feet in length. Cure completed curb with specified membrane curing compound, applied in accordance with manufacturer's recommendations. Apply membrane curing com- pound immediately after completion of all surface finishing and expansion joint installation. D. Measurement and Payment. Measure machine laid curbs by the linear foot of completed and accepted curb, complete in place, and classified by size or type as indicated on the PLANS. Pay for work performed and materials furnished as prescribed by this Item and measured as provided above at Contract unit price for "Machine Laid Curb" of the type and size specified which price shall be full compensation for cleaning and coating the base, furnishing and applying all water, mortar, adhesives, or other material, including reinforcing steel, if required; for placing joints, in proper position and for all manipulations, labor, equipment, appliances, tools, traffic provisions and incidentals necessary to complete the work. END OF ITEM K3115 - 2/2 Std. 8/16/77 ITEM NO. K3202 - ROADWAY EXCAVATION PART 1 - GENERAL 1.01 DESCRIPTION Extent of Work: Consists of required excavation of material, except excavation otherwise classified, within limits of road rights-of-way. Includes stripping removal, haul, filling, compaction, disposal, and satisfactory manipulation of excavated materials to required lines, grades, and cross- sections. PART 2 - EXECUTION, 2.01 CONSTRUCTION METHODS Excavate and grade project within required limits. Suitable excavated materials to be utilized in constructing required roadway sections. Remove unsuitable soil and replace with satisfactory select material. Dispose of unsuitable or excess material as required. Use care in excavation to finish grade. Areas cut below designated grade to be filled and compacted with approved select material, at Contractor's expense. Salvage and stockpile select topsoil as directed. Shape and compact subgrade at optimum moisture content to at least 95 percent AASHTO T-99 density, using approved equipment, before placing base or pavement thereon. Keep areas within limits of project properly drained. 2.02 MEASUREMENT AND PAYMENT A. Measurement: "Roadway Excavation" will be measured by cubic yard of material, measured in its original position, excavated and disposed of as indicated. Measure from original ground surface to bottom of new pavement or base section; to vertical planes two feet beyond back of curb or edge of pavement or base; and to top of new finished surface grade in slope, shoulder, or clearance sections. "Compacted Subgrade" to be measured by the square yard of surface area. B. Payment: "Roadway Excavation" and "Compacted Subgrade," measured as provided above, will be paid for at Contract unit price. END OF ITEM K3202 - 1/1 Std. (C) 2/17/b1 • • ITEM NO. K3303 - HOT -MIX ASPHALTIC CONCRETE SURFACING PART 1 - GENERAL 1.01 DESCRIPTION Extent of Work: This Item governs for hot -mix asphaltic concrete surfacing consisting of a base course, a leveling -up course, a surface course, or any combination of these courses; each course composed of a compacted mixture of mineral aggregate and asphaltic material and constructed on an approved subgrade, a sub -base course, a base course, or in case of a bridge, on prepared floor slab. Construct in accordance with these specifications and in conformity with lines, grades, compacted thickness, and typical cross-sections shown on PLANS or described in preceding Special Provision. 1.02 QUALITY ASSURANCE A. Laboratory density and stability of mixture, when designated and tested in accordance with these specifications and the State Department of Highways, Division of Highways, State of Colorado, Standard Specifications, 1976 Edition, to be as follows: Density, Percent Min. Max. Optimum 95 99 97 Stability, Percent Not less than 30, unless otherwise shown on PLANS B. Provide, at Contractor's expense, laboratory facilities equal to those used at stationary commercial asphalt concrete plants approved by Engineer. Furnish, operate, and maintain templates, straight edges, scales, and other weighing and measuring devices necessary for proper construction and checking of work. C. Place set of standard platform truck scales at plant and provide with a suitable weigh office adjacent to scales for use of truck weigher. Scales must be accurate to within 4 pounds per 1000 pounds total load. PART 2 - PRODUCTS 2.01 MATERIALS A. Mineral Aggregate: Composed of a coarse aggregate, a fine aggregate, and a mineral filler, and if approved by K3303 - 1/9 Std. (C) 2/17/81 0 Engineer, a suitable mineral admixture which may or may not increase or decrease the quantity of asphaltic cement in mixture. Exact proportion of admixture, if approved, to be determined by Engineer. Submit samples of coarse aggre- gate, fine aggregate, and mineral filler and test in accordance with prescribed methods. Approval of both materials and source of supply must be obtained prior to delivery of any material. B. Coarse Aggregate: Consists of shell (max.40% by weight), slag, or limestone, or a mixture thereof as hereinafter specified, of uniform quality throughout and free from dirt, organic, or other injurious matter occuring either freely in material or as a coating of aggregate. Abrasion of slag or limestone from which coarse aggregate is made of not more than 35 when subjected to Los Angeles Abrasion Test (AASHTO-96-74). Los Angeles Abrasion Test for Shell, not more than 50 (AASHTO, T-96-74). C. Fine Aggregate: Consists of sand or a combination of sand and stone, shell screenings, or slag screenings. Sand com- posed of sound, durable stone particles, free from loam or other injurious foreign matter. Screenings of same or similar materials as specified for coarse aggregate. Sand or combination of sand and screenings to meet the following requirements when tested by standard laboratory methods: Passing No. 3/8 Sieve Passing No. 200 Siever Percent by Weight 100 10-30 The plasticity index of that part of the fine aggregate passing the No. 40 sieve to be not more than 6. D. Mineral Filler: Consists of thoroughly dry stone dust, slate dust, oyster shell dust, Portland cement, or other mineral dust approved in writing. Free from foreign, dele- terious, and other injurious matter. Meet following grad- ing requirements when tested by standard laboratory methods: Percent by Weight Passing No. 30 Sieve 95-100 Passing No. 80 Sieve 75 Passing No. 200 Sieve - not less than 55 E. Asphalt: Grade of asphalt as designated by Engineer. If more than one type of asphaltic concrete mixture is speci- fied for project, only one grade of asphalt will be required for all types of mixtures. K3303 - 2/9 Std. (C) 2/17/81 • • Asphaltic ,aterials, including tack coat, to meet require- ments of Section 702, "Bituminous Materials," Colorado State Department of Highways, Standard Specifications, 1976 Edition. F. Paving Mixture: To consist of a uniform mixture of coarse aggregate, fine aggregate, asphaltic material, and mineral filler, if required. Grading of each constituent such as to produce, when properly proportioned, a mixture conforming to limitations for grading for type specified. Exact proportions of each constituent producing total aggregate within these limits to be as directed, and to conform to requirements of Sub- sections 401.02, "Composition of Mixtures" and 703.04 "Aggregate for Hot Plant Mix bituminous Pavement," Colorado State Department of Hignways, Standard Specifications, 1976 Edition. G. Variation of percentage of bitumen in any mixture not more than one-half of one percent from proportion established by Engineer. When required, samples of hot mixture may be taken from trucks or from finished pavement. Determine minimum weight of test specimen in grams by multiplying 3000 by maximum size aggregate in inches. Variation of test specimen from grading proportions specified for mix, when tested by standard methods (in which benzol may be used as solvent), of not' more than 5 percent. 2.02 PROPORTIONING AND MIXING A. Proportions of various materials entering into asphaltic mixture as directed and in accordance with these specifica- tions. Engineer, or his authorized representative, to have access at any time to all parts of paving plant. Use satisfactory equipment and construction methods as herein- after specified. B. Store or stockpile separately various sizes of mineral aggregate as received. Feed various sizes of mineral aggregate to dryer by means of mechanical device that will give a uniform and constant feed of each size incorporated to control temperature and grading of mineral aggregate. C. Dry mineral aggregate in such manner that finer particles will not escape with furnace gases. Heat aggregate in a suitable apparatus which provides continuous agitation during heating. Provide efficient and positive control of temperature so that aggregate is not damaged and mixture produced has a temperature between 250°F and 375°. Provide recording thermometer which will record temperature K3303-3/9 Std. (C) 2/17/81 • • of aggregate as it leaves dryer. Equip recording ther- mometer with a double pen in order to record both tempera- ture of rock and temperature of asphalt incorporated in batch. Record temperatures on 24-hour charts. Furnish dryer or dryers of sufficient size to dry and heat amount of aggregate required to keep plant in continuous operation. D. Bin sizes and screening capacity sufficient to screen and store amount of aggregate required to properly operate plant and keep plant in continuous operation at full capacity. Bins to contain sizes of aggregate as specified in Subsection 401.08 "Bituminous Mixing Plant," Colorado State Department of Highways, Standard Specifications, 1976 Edition. Provide bins with tight cut-off gates so there is no leakage of mineral aggregate or mineral filler into weigh box. Weigh box for mineral aggregate of sufficient capacity to hold a complete batch of aggregate and mineral filler without wasting or leveling by hand, and so designed with opening in top that. if in charging, an excess of one size of mineral aggregate is introduced into box, it may be removed by operator. Provide weigh box with a close fitting and quick operating cut-off gate so that there is no leakage of mineral aggregate into mixer. E. Scales: Scales for weighing mineral aggregate and asphal- tic material to equal weighing equipment used at stationary commercial asphaltic concrete plants as spproved by Engineer. Scales of multi -beam type to have sufficient weighing beams to weigh each grade of aggregate separately and also filter dust separately. Furnish scales with tare beam for balancing. Equip beam scales with a tell-tale dial indica- tor of springless dial type indicating over and under load of at least 50 pounds. Scales that are not accurate within 4 pounds per 1000 pounds net load will be considered unsatisfactory. In case vibration of plant interferes with accurate weighing, insulate scales satisfactorily against shock or vibration. F. Provide ample asphalt cement storage to meet requirements of PLANS. Heat asphalt cement in storage by steam coils, absolutely tight to prevent leakage of moisture into asphalt. Temperature of steam for heating not in excess of 400°F. No direct fire heating of asphalt permitted. Agitation of asphalt with steam or air not permitted. Provide steam heating system of type and capacity as to insure maintaining asphalt cement at a uniform draw -off temperature at asphalt cement bucket of between 275°F to 375°F. Maintain temperature with an efficient and K3303 - 4/9 Std. (C) 2/17/81 • • positive control of heat at all times. Any asphalt cement heated above 375° F, either before or during mixing with mineral aggregate, will be rejected. Use quick cut-off type draw -off valve at asphalt cement bucket that will not leak any asphalt into bucket after required weight of asphalt cement has been drawn. Asphalt supply line of circulating type, and equipped with recording thermometer indicating temperature of asphalt at draw -off valve. Recording thermometer may be combined with recording thermometer used in recording temperature of aggregate by using a double -pen recorder. Asphalt cement weigh bucket of type from which asphalt will flow into mixer for approximately full width of mixer so as not to deposit asphalt cement in one place in mixer. Scales for weighing asphaltic cement of springless dial type arranged for quick adjustment at zero to provide for change in tare. Provide pointer to indicate weight of asphalt cement required in one batch. G. Mixer of twin -pug -mill type and capacity of not less than 3000 pounds in single batch. Number and position of blades such as to give a uniform and complete circulation of batch in mixer from center to four ends or mixer arms and back to center. Mixers which tend to segregate mineral aggregate or fail to secure thorough and uniform mixing with asphalt cement and filler dust will not be used. Determination of thorough and uniform mixing will be made by mixing standard batch for required time and then dumping batch and taxing samples from different parts of batch. Samples will be tested by extraction test and must show that batch is uni- form throughout, or otherwise mixer will be rejected. Provide mixers with automatic time lock on discharge gates of mixer and weight box and lock for a period of 45 seconds after all mineral aggregate has been introduced into mixer. When discharged, mixture to have a temperature of 300° F to 375° F. Dump door or doors of mixer to be tight to dry mineral aggregate or dust so there is no spilling from pug mill. In introducing batch into mixer, introduce mineral aggregate first, then thoroughly mix for a period of five to ten seconds, before asphaltic cement is added. Continue mixing for required time, or longer if necessary to produce a mixture of uniform consistency. K3303 - 5/9 Std. (C) 2/17/81 • • PART 3 - EXECUTION 3.01 CONSTRUCTION METHODS A. General 1. Construct pavement on previously completed and approved subgrade, base, existing pavement, bituminous surface or in case of a bridge, on prepared floor slab. 2. Place no asphaltic mixture or tack coat when air temperature is below 45° F and is falling. Asphaltic mixture or tack coat may be placed after air tempera- ture is above 40° F and is rising, provided temperature is taken in shade away from artificial heat. Place no asphaltic mixture or tack coat when weather conditions, in opinion of Engineer, are unsuitable. B. Tack Coat: Thoroughly clean surface of base or surface of concrete bridge, as applicable, by brooming with wire brushes before asphaltic surface mixture is laid. When tack coat is shown, or if directed, give base an applica- tion of cut-back asphalt applied as directed with an approved sprayer and at rate of application indicated. Cut-back asphalt as specified under Paragraph 2.01 E, or made by combining 50 percent of asphaltic material as specified and 50 percent gasoline. Apply tack coat 24 hours in advance of placing surfacing material. C. Laying Materials 1. Haul asphaltic concrete mixture, heated and prepared as specified, to site of work in tight vehicles previously cleaned of all foreign materials and, if considered necessary, covered with canvas of sufficient size to protect entire load. Arrange dispatching of vehicle so that all material delivered may be placed and receive its initial rolling in daylight. Lay mixture only on approved base course, which has been tack coated as previously specified and free from all foreign materials. Paint contact surfaces of curbs and struc- tures and all joints with thin uniform coating of cut- back or emulsified asphalt as required for tack coating. lay mixture at temperature of 250° F to 375° F and spread and compact, using approved finishing machine. Use finishing machine capable of producing finished surface that conforms to required typical section and surface tests. Areas not accessible for finishing machine may be hand spread and shaped when approved. 2. use approved finishing machine of screeding and troweling type. Forms adequate to control lateral thrust due to rolling. If a finishing machine designed to run on forms is used, operate it on header curb, K3303 - 6/9 Std. (C) 2/17/81 411 • steel forms, or rigid steel faced forms approved by Engineer. Set forms to line and grade. 3. Oil or saturated solution of hydrated lime may be used for lubricating shovels and trucks to facilitate hand- ling of asphaltic material. Use of an excessive amount of either material not permitted. 4. Adjacent to flish curbs, gutters, liners, and struc- tures, finish mix uniformly high so that when compacted it will be slightly above edge of curb or flush structure. When PLANS require application of a non-skid surface of asphaltic concrete pavement, spread medium coarse mix- ture as specified, so that after lightly rolling, it has a finished thickness of approximately 3/8 inch less than completed thickness of pavement shown. After this course has been laid, spread fine coarse mixture with sufficient thickness so that, after receiving ultimate compression, compacted pavement complies with require- ments of typical cross-sections shown, but in no case will weight of fine coarse mixture be less than 35 pounds nor more than 50 pounds per square yard of surfacing. 6. While still hot, and as soon as it will bear roller without undue displacement or hair cracking, compress surface thoroughly and uniformly with an acceptable power -driven 3 -wheel roller weighing not less than 10 tons. Weight on two rear wheels of roller obtained by power -driven tandem roller weighing not less than eight tons. Start rolling longitudinally at sides and proceed toward center of pavement, overlapping on successive trips by at least one-half of width of rear wheels. Alternate trips of roller to be slightly different in length. If necessary, subject pavement to diagonal rolling in each direction with tandem roller, second diagonal crossing lines of first. If width of pavement permits, roll at right angles to centerline. Continue rolling until no further compression can be obtained and roller marks are eliminated, and at rate of not more than 20 tons of mixture per hour for each roller used. Motion of roller to be slow enough to avoid displacement of hot mixture. Correct any displacement occurring as a result of reversing direction of roller, or any other cause, by use of rakes and of fresh mix- ture where required. Roller must not stand on com- pleted pavement which has not cooled to normal atmospheric temperature. To prevent adhesion of surfacing mixture to roller, keep wheels moistened with water, but an excess of water will not be permitted. 7. Along curbs, headers, and similar structures, and at places not accessible to roller, or in such positions k3303 - 7/9 Std. (C) 2/17/81 • • as will allow thorough compaction with roller, compact mixture thoroughly with lightly oiled tamps. 8. Surface of pavement after compression to be smooth and true and conform to line, grade, ana typical cross- sections shown. No deviation in excess of 1/8 inch per foot from nearest point of contact when surface is tested with a standard 10 -foot straight -edge laid parallel to centerline of roadway. Maximum ordinate measured from face of straight -edge not in excess of 1/4 inch at any point. Imediately corect any areas of surface not meeting these requirements. Roll mixtures until course is unyielding and true to establish grade and cross-section. 9. Place surface course as nearly continuous as possible. Allow roller to pass over unprotected end of freshly laid mixture only when laying of course is discontinued for such length of time as to permit mixture to become chilled. In such cases, when work is resumed, material laid must be either cut back so as to produce a slightly beveled edge for full thickness of course or make a suitable lap joint. Remove old material which has been cut away and lay new mix against fresh cut. If desired, a stout rope may be stretched across pavement where joint is to be made. When work is resumed, cut materials laid back to rope. Remove altogether with surplus material, and lay fresh mix against joint thus formed. Hot smoothing irons may be used for sealing joints, but in such cases, exercise extreme care to avoid burning surface. 10. Except in an emergency, or where shown, open no portion of finished wearing course to traffic until twelve hours after completion of rolling. 3.02 MEASUREMENT AND PAYMENT A. Measurement; Measure work covered by this Item by ton of 2000 pounds. Measurement by weight wilkl be made on truck scales as previously specified. Records will be kept on tare load, total load, and net load of asphaltic concrtete for each load of same. Measure cut-back or emulsified asphalt used in tack coat by gallon of material actually used on street for this purpose. Measurement taken at point of delivery on street. B. Payment: This Item, measured as provided above, will be paid for at unit Contract price bid per ton as set forth in PLANS and PROPOSAL for "Hot -Mix Asphaltic Concrete Surfacing," which price will be full compensation for quarrying, furnishing all materials, for all heating, K3303 - 8/9 Std. (C) 2/17/81 • • mixing, hauling, placing aspnaltic mixture, rolling and finishing, for all labor, tools, equipment, and incidentals necessary to complete the work, except work and materials involved in application of tack coats. Work and materials incident to application of tack coats performed and measured as prescribed above will be paid for at Contract unit price bid per gallon for "Tack Coat," which price will be full compensation for preparation of existing base course or pavement, furnishing all materials, all hauling, heating, manipulation, and for all labor, tools, equipment, and incidentals necessary to satisfactorily apply tack coats. END OF ITEM K3303 - 9/9 Std. 12/22/80 • • ITEM NO. B1001 - CONCRETE PART 1 - GENERAL 1.01 DESCRIPTION A. Extent of Work 1. This Item governs for materials used; for storing and handling of materials; and for proportioning and mixing of concrete for reinforced concrete pavement, and all reinforced concrete precast and cast -in-place structures. 2. Contractor assumes responsibility and cost for design of proper concrete mixture. 3. Furnish laboratory reports showing proportions and mate- rials selected will produce laboratory -mixed concrete of specified quality and having strengths 20 percent higher than 28 -day strength specified, at maximum slump and maximum air content specified. B. Related Work Specified Elsewhere 1. Forms, Placing, Curing, Finishing Concrete for Structures: Per Item "Concrete Structures." 2. Forms, Placing, Curing, Finishing Concrete for Pavement: Per Item "Concrete Pavement." 1.02 QUALITY ASSURANCE A. Submittals 1. Samples a. Furnish materials samples to an approved testing laboratory for review and testing. b. Provide sufficient quantities for testing and deter- mining mixes to produce concrete classes specified. 2. Mix Designs a. Submit mix designs for each different concrete strength and for each different aggregate. b. Secure confirmation of laboratory tests on proposed mix designs prior to submittal. c. Use only approved mix designs. d. Make compression and slump tests of mix as called for elsewhere in this specification under "Tests." 3. Reports: Provide certified mill reports on cement and sieve analysis on aggregate. B1001 - 1/8 Std. 12/22/80 • • B. Tests 1. Owner to select testing laboratory, meeting requirements of ASTM E329, to make tests throughout concrete opera- tions, and the Engineer or his representative will monitor tests and review results. 2. Make moisture tests of aggregate to ensure proper batching and proportioning, and provide and maintain curing facilities as required in ASTM C31. 3. For Structural Concrete a. Perform sufficient number of tests to maintain check on quality. b. Conduct tests as per tests procedures (ASTM C31 and C39 for Compression Test). c. Test minimum of two standard 6 -inch by 12 -inch cylinders at three days or seven days, and two stan- dard 6 -inch by 12 -inch cylinder's at 7 days or 28 days, as applicable for type of cement being used, for each 50 cubic yards of concrete placed. 4. For paving concrete, test pavement work as required by PLANS and/or as follows: a. Make one beam for each 1,000 square yards of pave- ment, or part thereof, for each day's pour and/or one beam on each street. b. Size of beams as required by ASTM C31. c. Core sampling in accordance with requirements of Special Provision. d. If requirements not established by Special Provision, make one core for each 1,000 lineal feet of pavement, or one core for each 2,500 square yards of pavement, or at least one core for each street, whichever is least in area. e. Test core for compressive strength and for thickness. 5. For air entrainment, make two tests, in accordance with ASTM C138 or C173, for each day's placing. 6. Make slump tests periodically in accordance with ASTM C143. 7. Perform normal Portland cement concrete 7 -day and 28 -day tests at 3 and 7 days, respectively, for high -early - strength concrete. Minimum strengths normally required at 7 and 28 days will be required at 3 and 7 days, respectively. C. Specimen Handling 1. Mark test specimens clearly in a definite sequence. 2. Transport and store specimens to prevent damage. 3. Provide insulated shed for storage of cylinders and beams. 4. Provide records identifying each cylinder with locations from which specimens were taken. B1001 - 2/8 Std. 12/22/80 • • 5. Cure specimens under laboratory conditions, except that for a possibility of surrounding air temperature falling below 40°F, additional specimens to be cured under job conditions may be required. D. Failure to Meet Specifications 1. Concrete failing to meet specifications will be rejected. 2. Should a 3 -day (high -early cement) or 7 -day (normal cement) test fail to meet established strength require- ments, extended curing or resumed curing may be required. 3. Contractor to strengthen structures or replace portions thereof which fail to meet established strength require- ments, at Contractor's expense. 4. Test cores, when required, to be in accordance with procedures of ASTM C42 at no additional cost to Owner. 1.03 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Cement 1. Store in weathertight enclosures and protect against dampness, contamination, and warehouse set. 2. Store off ground in well -ventilated building. B. Aggregates 1. Stockpile to prevent excessive segregation, or contami- nation with other materials or other sizes of aggregates. 2. Use only one supply source for each aggregate stockpile. C. Admixtures 1. Store to prevent contamination, evaporation, or damage. 2. Protect liquid admixtures from freezing or harmful temperature ranges. 3. Agitate emulsions prior to use. PART 2 - PRODUCTS 2.01 MATERIALS A. Concrete: Ready -mixed concrete conforming to ASTM C94 or site -mixed concrete. 1. Cement a. ASTM C150, Type I. b. ASTM Specifications for weight variations and length of storage. c. Use no caked cement. d. Deliver in bags for site -mixed concrete. e. Use only one brand of cement in any one structure. f. Cement for Class "P" concrete may be delivered in bulk if method of handling is approved. B1001 - 3/8 1 Std. 12/22/80 • • 2. Admixtures a. Air -entraining Admixtures: ASTM C260. b. Water reducing and retarding admixtures in accordance with ASTM C494, Type A or Type D admixture, modified as follows: 1) Reduce mixing water by minimum of 10 percent as compared to ASTM C494 reference non -admix concrete with same slump. 2) Bleeding water no greater than bleeding water of ASTM C494 reference concrete when tested as per ASTM C232. 3) Increase durability, decrease permeability, and increase resistance to surface scaling, when compared to ASTM C494 reference concrete. 4) No chlorides added during manufacture of admixture. c. Additional Requirements 1) Manufacturer to provide proof of 10 years' manu- facturing and successful field use of water - reducing and retarding admixture from recognized laboratories and other authorities. 2) Manufacturer to have local representative and ware- house facilities. 3) Provide qualified concrete technician to assist in concrete mix design. 4) Furnish certification of compliance with this specification or certification of no change in admixture after original certification. 5) Contractor to acquire commercial laboratory testing required in preparation of certifications called for above, at no cost to Owner. 6) Water reducing and retarding admixtures used in Class A and Class K concrete only, unless other- wise specified. 7) Use manufacturer's published recommended amount for optimum results as minimum requirements. Amount may be varied by Engineer after analysis of results of local commercial laboratory tests using materials from sources assigned by Contractor. 8) Dispensing and mixing equipment and procedures at batch plant are subject to approval. 3. Coarse Aggregate a. Durable particles of gravel, crushed gravel, crushed blast furnace slag, crushed stone, or combination thereof, conforming to ASTM C33. b. Use clean, durable particles, free from frozen materials, clay, salt, alkali, vegetable matter, or B1001 - 4/8 Std. 12/22/80 • • other coating which would adversely affect strength of concrete or bonding of aggregate to cement paste. 1) Non -Prestressed Concrete aggregate size from No. to 1-1/2 inch. 2) Prestressed Concrete aggregate size from No. 4 to 1 inch. c. The maximum size coarse aggregate to be as indicated above or no greater than three-fourths of the minimum clear spacingbetween parallel reinforcing bars or pre- stressing tendons, whichever is smaller. 4. Fine Aggregate a. Natural sand as per ASTM C33. b. Fineness modulus between 2.4 and 2.9. 5. Water a. Free from oils, acids, alkalis, organic matter or other deleterious substances, and not containing more than 1,000 parts per million of sulphates. b. Testing not required from municipal supplies approved by Texas Department of Health, but from other sources water will be sampled and tested before use. 6. Slump a. Test method as per ASTM 143. b. As indicated in Classification Table. 7. Mix Proportioning a. As per Classification Table, based on maximum water - cement ratio and minimum strength requirements, with limits set on minimum cement content. b. Increase cement content above minimum or use approved admixtures, without additional cost to the Owner, if type, gradation, or sizes of aggregate being supplied gives concrete mixture not meeting strength and work- ability requirements. 8. Coring Materials: Per Item "Concrete Structures." PART 3 - EXECUTION 3.01 MIXING CONCRETE A. General 1. Ready mixed and in accordance with requirements of current ACI Building Codes. 2. Postpone or delay work during adverse weather conditions. 3. Protect dry batch material so that it reaches mixer in a dry condition. 4. Use batch mixer having approved and positive water control, and measuring device for all materials. 5. Continue mixing to ensure uniform distribution of materials, but not less than 1-1/2 minutes after all materials have been introduced into mixer drum. B1001 - 5/8 Class—Type A—Struc-tural B—Slope Paving • • CLASSIFICATION TABLE Max. Water Content") Min. Comp. Pounds of Gallons of Min. Cement Slump Total Air Strength (psi) (2) Water/Lb. Water/Bag Per C.Y.Range Content 7 -day 28 -day Cement Cement Lbs. Bags (in.) (%) 2000 3000 0.55 6.25 494 5.25 2-1/2 2-1/2 to to 4-1/2 4-1/2 1200 2000 0.75 8.50 400 4.25 2-1/2 2-1/2 or Fill to 4 C—Pipe Blocking — 1500 0.97 11.00 282 3.00 3 to 5 3 to 6 D -Seal Slab — — — — 376 4.00 6 to 8 as needed E—Monolithic Sewer 2000 3000 0.55 6.25 564 6.00 4 to 6 - 3 to 5 F—Prestressed(3) — 5000 0.51 5.75 635 6.75 2 to 3 as needed G—Prestressed(3) — 6000 0.49 5.50 658 7.00 2 to 3 as needed K—Structural(4) 2800 4000 0.50 5.65 564 6.00 3-1/2 2-1/2 to 5 to 4-1/2 P—Paving 6 -inch P—Paving 7 -inch 1800 2800 0.66 7.50 423 4.50 1 to 3 450(5) 2000 3000 0.66 7.50 470 5.00 1 to 3 500(5) (1)Include in maximum water, free water in aggregate minus absorption of aggregate based on a thirty minute absorption period. (2)For concrete placed under water, minimum cement per cubic yard shall be 611 pounds (6.5 bags). (3)For prestressed concrete, water reducing admixture may be used as needed. (4)Use approved water -reducing and retarding admixture. (5)Minimum flexural strength at 7 days. B1001 - 6/8 2-1/2 to 4.1/2 Std. 12/22/80 • • 6. Rotate drum at peripheral speed recommended by mixer manufacturer. 7. Mix and deliver as per ASTM C94. a. Add mixing water at plant. b. Mix concrete in quantities required for immediate use, and discharge at job site within one hour after introduction of cement to aggregate. c. Begin mixing operation within 30 minutes after cement and aggregates intermingled. d. Ready -mixed concrete producer to furnish delivery tickets indicating 1) Delivery date and time dispatched. 2) Name and location of project. 3) Name of Contractor. 4) Name of ready -mixed concrete producer. 5) Truck number. 6) Number of cubic yards of concrete in load. 7) Class of concrete. 8) Cement content in bags per cubic yard of concrete. 9) Amount of admixture in concrete, if any. 10) Number of gallons of water in mixture. 11) Air content. 8. Job mix concrete in approved type mixer, and do not load beyond manufacturer's rated capacity. a. Normal Weight Concrete 1) Mix batches of one cubic yard or less for minimum of 1-1/2 minutes after materials are placed in mixer. 2) Increase mixing time 15 seconds for each half yard increase over one cubic yard batch. b. Maintain positive batch control equipment to within one percent accuracy. c. Clean, maintain, and operate equipment so as to thoroughly mix material as required. d. Hand mixing permitted for small placements only, or in emergencies, as authorized. e. Hand -mixed batches not to exceed a two -bag batch in volume. 9. Do not mix when air temperature is at or below 40°F (taken in the shade away from artificial heat) and falling, or if likely to fall below 40°F in next 24 hours. 10. To produce concrete with minimum temperature of 50°F, heat aggregate and/or water uniformly as follows: a. Water temperature not to exceed 180°F, and/or aggregate temperature not to exceed 150°F. b. Heat mass of aggregate uniformly. c. Temperature of aggregates and water to be between 50°F and 85°F before introduction of cement. B1001 - 7/8 Std. 12/22/80 • • 3.02 INSTALLATION In accordance with other applicable TECHNICAL SPECIFICATIONS. 3.03 MEASUREMENT AND PAYMENT A. No separate measurement and payment for work performed under this Item except as indicated below. Include cost of same in Contract unit price bid for items of which this work is a component part. B. Measure "Extra Concrete," when approved by Engineer, by cubic yard of concrete of class ordered, complete in place. Pay for "Extra Concrete" at Contract unit price bid per cubic yard for classes of "Extra Concrete" used. END OF ITEM B1001 - 8/8 cf...,11c rNGINIr• NO sr•.'cls IN Tr.l s-ICIALI• IILLDS Or Pv11.110 su••L' •NO DSS twI�.'*.ON w•1(R 4N0 s1A01 1Rl• ✓IN• I4144•0E COLLIC,0.. ANDI•l.,sl 11,104 4. 0 ....01 111L ►nollcT,ON • CONTROL 4.4)30,01.113•4730 •2.0 ICTS WRIGHT-McLAUGHLIN ENGINEERS ENGINEERING CONSULTANTS • 3420 ALCO++ 11PI 11 • DL Nvl P C010 000 602, 303 .SB 6201 January 30, 1981 Re: Battlement Mesa Development Garfield County, Colorado To whom it may concern: PCN•.'✓ C ✓CL•CC. •. .i/..Nr'. .A' OPL •SC -,I 1... SN OO`G.A. + SC+vI•. P'• .•M t•Lc.P- D•v .., LO.I OBI•+ L C•PLI. PON.,.L B CLOr,,NLI• J AA•LS B ILOGL G▪ INE • BUPPL-L WILLIAM R .11.. -. MIC .'•lL C MLACIP J or.. ✓ PI LAS JIM✓IC D M..ITr ILL„ POBI 41 • lLPG L'SON J M•POLD POBCP'a JAC., N SK IN M("1 LLANOLP l UP✓t Water for the Battlement Mesa Development will be supplied initially from a wellfield with chlorination facilities provided at a booster pump station. This system design and source has been approved by the State Health Depart- ment. There will be enough water available April 1, 1981 for 535 lots. Future wells will be added as necessary to bring the capacity up to 1450 lots. Construction of the final Water Treatment Plant will start about April 1, 1981. This plant is designed with an ultimate capacity of 13 MGD which will serve the entire Development of 7100 dwelling units. The first phase of the plant will be 6.5 MGD. The plant should be on line for operation by Spring of 1982. Sewage treatment will be provided by an Interim Sewage Treatment Plant which will be completed by mid-February 1981. The initial capacity is for 2000 population equivalent (approximately 715 equivalent lots). This system has been approved by the State and the required permits have been obtained. On June 1, 1981 bids will be received for the final Sewage Treatment Plant. Within six months after the start of construction, the final Plant will be able to supplement the Interim Plant to give the system increased capacity. Six months later, when construction of the final Sewage Treatment Plant is completed, it will handle the 7100 units planned for the Development (approxi- mately 20,000 population) plus excess capacity so that it can be used as a Regional Plant to serve a total population of 48,000 people. If you require any additional information, please feel free to contact me. Very truly yours, WRIGHT-McLAUGHLIN ENGINEERS DJL:mee BRANCH OFFICES ASPEN 0139 VE NT NOR AVENUE ASPEN COLORADO 81611 DILLON LAKE DRAWER B FRISCO. COLORADO 80443 GLENwOOD SPRINGS P 0 BOX 219 GLENWOOD SPRINGS. COLORADO 81601 STEAMBOAT SPRINGS P 0 BOX 5220 STEAMBOAT VILLAGE. COLORADO 80499 CHEYENNE 3130 HENDERSON DRIVE. CHEYENNE WYOMING 82001 • \-j )•ahhe Service Co nipsnn, cu' P.O. Box 152 Rifle, Co 81650 January 28, 1981 Battlement Mesa, Inc. Box 308 Grand Junction , Co 81502 Attn: Mr. Stewart Gibbons Operations Manager Dear Mr. Gibbons: LI ! YIN `'01 B M I This letter is to inform all those concerned Public Service Co. of Colorado will provide natural gas service to Battlement Mesa, Garfield County, Colorado. Service will be provided in accordance with the extension policy currently on file with the Public Utilities Commission of the State of Colorado. If I may be of further assistance, please contact me. DLC:lu Cor -ily, Donald L. Currie Sr. Consumer Service Rep. z ASPEN OFFICE 0241 VENTNOR AVENUE ASPEN, COLORADO 81611 CHEYENNE OFFICE 3130 HENDERSON DRIVE CHEYENNE, WYOMING 82001 GLENWOOD SPRINGS OFFICE P.O. BOX 1286 GLENWOOD SPRINGS, COLORADO 81601 STEAMBOAT OFFICE P.O. BOX 5220 STEAMBOAT VILLAGE, COLORADO 80499 •VRIGHT WATER ENGINEERS, INC. ENGINEERING CONSULTANTS 2420 ALCOTT STREET DENVER, COLORADO 80211 (303) 458-6201 Jim Adams TCB P.O. Box 3944 Grand Junction, CO 81502 Dear Mr. Adams: Glenwood Springs P. 0. Box 219 Tel. 945-7755 February 11, 1981 RE: Battlement Mesa Augmentation Plan KENNETH R. WRIGHT WILLIAM L. LORAH RALPH L. TOREN RICHARD D. JOHNSON FRANK J. TRELEASE MARILYN M. STOKES DAN E. VERWOERT At the request of Ken Wright, I am sending you a copy of the Ruling of Referee in Case No. 79CW350 and 79CW351, Battlement Mesa, Inc. I was informed today by the Clerk of the Water Court, Division 5, that this is scheduled for signature by the Judge on February 20, 1981. Very truly yours, WRIGHT WATER ENGINEERS, INC. By Esther G. Piper Enclosure cc: Stewart Gibbons Ken Wright 801-111.4 IN THE DISTRICT COURT IN AND FOR WATER DIVISION NO. 5 STATE OF COLORADO Application No. 79CW350, an 79CW351 IN THE MATTER OF THE APPLICATION ) FOR WATER RIGHTS OF ) BATTLEMENT MESA, INC., ) IN THE COLORADO RIVER ) IN GARFIELD COUNTY ) FILED IN WATER COURT Division No. 5 "311981 TE OF COLORADO Wt WATER CLERK �BY DEPUTY t RULING OF REFEREE 1. An Application for Change of Water Rights was filed by Battlement Mesa, Inc., a Delaware corporation ( hereinafter "Applicant"), on December 28, 1979. This Application is denominated Case No. 79CW350. 2. An Amendment to this Application was filed on February 29, 1980. 3. Timely and adequate notice of the pendency of Case No. 79CW350, as amended, has been given in the manner required by law. 4. Timely Statements of Opposition were filed in Case No. 79CW350 by the City and County of Denver acting by and through its Board of Water Commissioners ("Denver") and the Town of Grand Valley (which since that filing has chggged its name to the Town of Parachute). Denver and Parachute have consented to entry of this Decree as evidenced by stipulation of their counsel.. 5. The period for filing Statements of Opposition in Case No. 79CW350, as amended, expired on April 30, 1980. There have been no other entries of appearance filed in Case No. 79CW350. 6. An Application for Approval of Plan for Augmentation was filed by the Applicant on December 28, 1979. This Application is denominated Case No. 79CW351. An Amendment thereto was filed on February 29, 1980. 7. Timely and adequate notice of the pendency of Case No. 79CW351, as amended, has been given in the manner required by law. 8. Timely Statements of Opposition in Case No. 79CW351 were filed by Denver and Parachute. Denver and Parachute have consented 79CW350, and 79CW351 to entry of this Decree as evidenced by signature of their counsel. 9. The time for filing Statements of Opposition in Case No. 79CW351 as amended expired on April 30, 1980. There have been no other entries of appearance filed in Case No. 79CW351. 10. Upon motion of Applicant made at the pre-trial conference held herein on May 28, 1980, Case No. 79CW350 and 79CW351 were consolidated for all purposes by order of the Court. A. Change of Conditional Water Right. 11. Applicant has acquired twenty (20) c.f.s. of the water right decreed to the Dow Pumping Plant and Pipeline. By decree dated November 10, 1966, the District Court in and for Garfield County, in Civil Action No. 4914, for Former Water District 39, conditionally awarded said Dow Pumping Plant and Pipeline priority number 319 in said water district 39 for the following puposes: industrial, mining, retorting, refining, power, domestic, and all other uses necessary and related to the production of shale oil and its by-products. Said priority was conditionally decreed with an appropriation date of January 24, 1955, for 178 c.f.s. of water. The point of diversion as originally decreed is on the Northerly bank of the Colorado River at a point whence the East quarter corner of Section 6, Township 7 South, Range 95 West, of the 6th P.M. bears North 13°17' East 753 feet. By decree dated January 27, 1977, in Case No. W-2786, the District Court in and for Water Division No. 5, authorized a change in conditional water right to an alternate point of diversion located on the Northerly Bank of the Colorado River at a point whence the East quarter corner of Section 6, Township 7 South, Range 95 West, of the 6th P.M. bears North 35°00' East 1880 feet. 12. By this application Battlement Mesa, Inc. seeks the following changes with respect to the subject 20 c.f.s.: (a) A further alternate point of diversion for 20 c.f.s. at a point in the channel of the Colorado River whence the Northwest . 79CW350, and 79CW351 Corner of Section 7, Township 7 South, Range 95 West of the 6th P.M., bears North 46° West a distance of 3300 feet. (b) A further alternate point of diversion for said 20 c.f.s. at a point in the main channel of the Colorado River in Section 13, Township 7 South, Range 96 West, of the 6th P.M., as follows: The point of diversion lies within a 100 foot radius whose center bears North 8036' West 861 feet from the Brass Cap Monument marking the Southeast corner of the Northeast quarter AMMONS of said Section 13. The East line of said Northeast 1/4 is assumed to bear North 0°00' East. (c) A confirmation by decree of a change of use of a conditional water right whereby the water the subject of this application may be used for municipal, domestic, industrial, commercial, irrigation, sewage treatment and other beneficial uses in connection with the new community to be constructed on lands generally within the Battlement Mesa Planned Unit Development. Said lands are located in Sections 5, 6, 7, 8, 9, 10, 16, 17, 18, and 19, Township 7 South, Range 95 West, and Sections 13 and 24, Township 7 South, Range 96 West, of the 6th P.M., County of Garfield. 13. The source of supply for the subject water right is the Colorado River. 14. By terms of the instrument whereby Battlement Mesa, Inc. derives title to the subject 20 c.f.s. of the Dow Pumping Plant and Pipeline, Battelment Mesa, Inc.'s interest therein is subordinate in priority to the balance of the 178 c.f.s. decreed to said structure. The effect of this conveyence was to sever into two distinct priorities the Dow Pumping Plant and Pipeline. The subject matter of this application is the subordinate, or most junior 20 c.f.s. decreed to said structure. Nothing herein affects the 158 c.f.s. not the subject of this conveyance. 15. The changes in water rights requested are essentially movement of points of diversion realtively short distances downstream, and while additional purposes are sought, the nature of use of the wat right as originally decreed in Civil Action 4914 and as decreed in 79CW350, and 79CW351 Case W-2786 contemplate a level of consumptive use that preclude any notion that any greater draft on the stream will occur by reason of the change, or that returns to the stream, if any, at the points previously decreed would have satisfied intervening headgates of other appropriators, if any. Accordingly, injury to the rights of other appropriators will not be present under the requested changes in water rights. B. Augmentation Plan. 16. In its augmentation plan, Applicant seeks the right to make otherwise out -of -priority diversions in an amount up to 6 c.f.s. at the three alternate points of diversion described in paragraphs 11 and 12 above, hereafter referred to as. the "Intake Facilities", provided that it rakes contemporaneous replacement of depletions from the water so diverted out -of -priority from the following sources of supply: (a) Up to 200 acre feet of water annually from Wildcat Reservoir, as conditionally decreed by the District Court in and for Water Division 5, by decree of May 27, 1971, with appropriation date of September 28, 1968. Applicant has leased said water right, and the entitlement to its use is limited by the term of the lease therefor (b) Water released from Ruedi Reservoir pursuant to a contract being sought from the United States Water and Podoer Service and/or its delegate. Ruedi Reservoir is located in Eagle and Pitkin Counties, Colorado and derives its water supply from the Fryingpan River. By conditional decree dated June 20, 1958, in Civil Action No. 4613, the District Court in and for Garfield County awarded said reservoir Priority No. 718, with appropriation date of July 29, 1957. By subsequent order of the District Court in and for Water Division No.' 5 in Case W-789-76 that reservoir's conditional decree has been fixed at 102,369 a.f. (c) Water released from Green Mountain Reservoir, pursuant to a contract being sought from the United States Water and Power Service and/or its delegate. Green Mountain Reservoir is located in Summit County, Colorado, and derives its water supply from the Blue River. 79CW350, and 79CW351 By decree dated October 12, 1955, in Consolidated Cases (Civil) Nos. 2782, 5016, and 5017, the United States District Court for the District of Colorado awarded said reservoir a priority for 154,645 a.f., with a right to refill of 6,316 a.f., with appropriation date of August 1, 1935. (d) Mesa Lakes No.s 1, 2, 3, 4, 5, 6, 7, and 8, as applied for in Case No. 79CW349, as decreed by District Court in and for Water Division No. 5. Said application awards conditional water rights for storage of a total of 103.7 a.f. of water for the eight lakes. These structures have not yet been constructed. (e) Monument Reservoir No. 3, as conditionally decreed by the District Court in and for Water Division No. 5 in Case No. W-2013 by decree dated March 15, 1974, with appropriation date of July 24, 1973. Said decree awarded Monument Reservoir No. 3 a conditional water right for 500 acre feet of water. Said reservoir is entitled to be supplied from Battlement Creek and Monument Gulch. It is also entitled to be supplied from the Huntley Ditch -Monument Reservoir Enlargement, as conditionally decreed by the District Court in and for Water Division No. 5 by decree in Case No. W-2012, dated March 15, 1974, with appropriation date of July 24, 1973. The Huntley Ditch - Monument Reservoir Enlargement derives its dupply fromBattlement Creek. This structure has not yet been constructed. (f) Deep Creek Reservoir, as conditionally decreed by the District Court in and for Water Division No. 5 in Case No. W-322 by decree dated August 23, 1972, with appropriation date of December 12, 1966. Said decree awards Deep Creek Reservoir a conditional water right for 14,557 a.f. of water, supplied by Deep Creek, a tributary of the Colorado River. This structure has not yet been constructed. (g) Thompson Creek Reservoir, as conditionally decreed by the District Court in and for Garfield County in Civil Action No. 5884, by decree dated November 5, 1971, with appropriation date of December 17, 1966. Said decree awards Thompson Creek Reservoir a conditional water right for 23,893 a.f. of water. This structure has not yet been constructed. --5- 79CW350, and • 79CW351 17. With respect to utilization of water from any of the facilities identified in paragraph 16 (d) , (e) , (f) and (g) and (g) the operation of this plan for augmentation is dependent upon actual construction of said facilities. With respect to utilization of water from any of the facilities identified in paragraph 16(b) and (c), the operation of this plan for augmentation is dependent upon perfection of Applicant's right, by contract or otherwise, to make use of such water. 18. Battlement Mesa, Inc. is engaged in the development of the new community of Battlement Mesa, to be located on the South side of the Colorado River near the Town of Parachute. The lands to be developed for the community include generally those lands within the Battlement Mesa Planned Unit Development approved by the Board of Commissioners of Garfield County. Said lands are located in Sections 5, 6, 7, 8, 9, 10, 16, 17, 18, and 19, Township 7 South, Range 95 West, and Sections 13 and 24, Township 7 South, Range 96 West, of the 6th P.M., County of Garfield, State of Colorado. 19. The community will be provided with a centralized water and sewer system. Upon formation of a municipal or quasi -municipal corporation to provide such services, the rights and obligations accruing under this plan may pass to such an entity. Notice of any transfer or assignment shall be afforded to Denver and Parachute. 20. By diversions through the Intake Facilities under the priorit for the Dow Pumping Plant and Pipeline, the water requirements for the community will be satisfied. At such times as the Applicant's water requirements cannot be filled under that priority, Battlement Mesa, Inc. will make out -of -priority diversions up to the amount of 6 c-.f.s. via the Intake Facilities only when and only to the extent that a supply of augmentation water is furnished to the Colorado River in satisfaction of senior priorities. The supply will replace depeletions to the Colorado River occasioned by Battlement Mesa, Inc. use of water out -of -priority. i • ' 79CW350, and 79CW351 21. Depletions resulting from diversions and use of water in the community consist of the water actually consumed in the course of operating the centralized water and sewer system for municipal, domestic, industrial, commercial, irrigation, sewage treatment, and all other beneficial uses occurring under the system. This depletion will be measured as the difference between raw water diversions from the Colorado River via the Intake Facilities and return flows discharged to the Colorado River after community use. Return flows shall include metered discharges of the community's treated wastewater facility, or a facility which by contract provides such treatment and metering of discharges, and irrigation return flows from lawn, gardens, parklands, and golf courses. 22. '-In calculating required replacements of depletions, under this plan for augmentation the following formula shall be used: D=Q-P-.2(Qm-1-HUm-1) Where: D equals depletion of water to Colorado River on any given day Q equals rate of diversion in acre feet per day at intake facilities P equals discharge in acre feet per day from the wastewater treatment plant HU equals the acre-feet of water delivered to residences, office buildings, schools, and other structures for internal domestic and sanitary purposes, which, for purposes of this plan, is calculated as equalling measured discharge of the waste water treatment plant divided by 0.95. Qm-1 equals the average daily rate of diversion in acre feet per day at the Intake Facilities one month prior to the date for which the formula is being applied. Imposition of this delay factor is designed to account for the lag time from application of water until its return to the stream. HU-1equals the average daily delivery of water, in acre 79CW350, and 79CW351 feet, of water delivered to residences, offices, buildings, schools, and other structures for internal domestic and sanitary purposes which is calculated in the same way as provided above for HU but for one month prior to the date for which the formula is being applied. 0.20 equals the increment of applied irrigation water which returns to the Colorado River by ground water percolation or tailwater. It represents the application of irrigation water over and above evapo-transpiration. 23. The Plan for Augmentation herrn decreed shall entitle Applicant to no more than instantaneous rate of flow of six c.f.s. at such times as Applicant makes out -of -priority diversions replaced from the sources of supply above identified. 24. Since the operation of the plan depends on a contemporaneous replacement of water to satisfy the actual depletions occasioned by any out -of -priority diversion, the Court finds that the Colorado River will be made whole at every phase of develpment of the community, and that no injury to the water rights of others will be caused by operation of the plan in accordance with this decree, provided, however, that this finding shall not limit the Court in making any subsequent revisions pursuant to paragraphs 28 and 29 below. 25. On any day that a valid call upon Applicant's interest in the Dow Pumping Plant and Pipeline exists on the Colorado River, as determined by the Division Engineer for Water Division No. 5, the Applicant as a condition of this Decree shall cause there to be made available to the Colorado River a full replacement of depletions associated with any out -of -priority diversions for the community's municipal water system. Applicant shall be entitled to make such out -of -priority diversions only when the sources of augmentation water identified above are released to the Colorado River system in satisfaction of depletions determined in accordance with this plan. 26. Releases of reservoir water for augmentation purposes shall be measured and subject to the appropriate stream carriage charges which the Division Engineer for Water Division No. 5 may be required by law to establish from time to time. The augmentation 79CW350, and 79CW351 water shall be released at the direction of the Division Engineer for Water Division No. 5 so that such releases can be effected in the most practicable way to fulfill the purposes of this plan. 27. In order to assure that the vested rights of others are protected from injury and to assure proper administration of this decree, Applicant shall, at a minimum, provide the following information to the Division Engineer by a weekly accounting: (i) the daily amount of water diverted at the alternate points of deversion for direct use by Applicant; (ii)a daily calculation of depletions in accordance with paragraph 22 above; (iii) the daily amount of water released from reservoirs to replace depletions. Applicant, upon written request, will provide Objectors with copies thereof, provided that the requesting Objector shall reimburse Appliant for any copying and mailing costs reasonably incurred. 28. In order to assure that the vested rights of others are not injured by implementation of this plan for augmentation, the Court retains jurisdiction in this matter and upon proper petition by a party hereto, the Court will reconsider its approval of the plan for augmentation. In the event the Applicant or any Objector petitions the Court for reconsideration on any of the elements of the plan, the Court shall order appropriate notice to be given to all the parties hereto. Such petition shall be made in good faith, under oath, and shall set forth with particularity the factual basis upon which the requested reconsideration is premised, together with proposed decretal language to effect the petition. The party lodging the petition shall have the burden of going forward to establish the prima facie facts alleged in the petition. If the Court finds those facts to be established, the Applicant shall therupon bear the burden of proof to show (a) that any modification sought by Applicant will avoid injury t• other appropriators, or (b) that modification sought by Objectors is not required to avoid injury to other appropriators, or (c) that any term or condition proposed by Applicant in response to the petition do- 79CW350, and 79CW351 avoid injury to other appropriators. 29. The Court determines that a period of three years operating experience under the plan will suffice to determine whether injury is in fact precluded or needs to be further remedied. The three-year period of retained jurisdiction shall begin to run on the date of the first utilization by Applicant of replacement waters to augment the stream for depletions caused by otherwise out -of -priority diversions. Written notice of the commencement of the three-year period shall timely be provided by Applicant to the Court and the Objectors. If no petition for reconsideration is filed within three years from the date of such notice, the retention of jurisdiction for this purpose shall automatically expire. 29. This decree shall not be construed to allow reuse, recycling, or successive use of water diverted under the priority for the 20 c.f.s. of the Dow Pumping Plant and Pipeline, which is the subject of Case 79CW350 for the purposes allowed herein. The Referee does therefore conclude that the above entitled application for change of water right (79CW350), and application for approval of plan for augmentation (79CW351), should be and hereby are approved, and the Intake Facilities may be operated in accordance with this Decree, without curtailment for the benefit of more senior priorities, so long as this plan for augmentation is being operated in accordance with this decree. It is accordingly ORDERED that this ruling shall be filed with the Water Clerk and shall become effective upon such filing, subject to Judicial review pursuant to Section 37-92-304 C.R.S. 1973. It is further ORDERED that a copy of this ruling shall be filed with the appropriate Division Engineer and the State Engineer. 79CW350, and 79CW351 Done at the City of Glenwood Springs, Colorado, this .3l 51` day of `_LF4-r��.�' , 19 . BY THE REFEREE: W a Referee Wa er Division No. 5 State of Colorado No protest was filed in this matter, and accordingly the foregoing ruling is confirmed and approved, and is made the Judgement and Decree of this court; provided, however, that the approval of this plan for augmentation shall be subject to reconsideration by the Water Judge on the question of injury to the vested rights of others in accordance with paragraphs 28 and 29 above. Ne7 E : To b e cl 67 •� 17 � o,-, Feb 20, l9 be , ,� I -04 -TE 14- C/a/ iK �j/il�Ff Dated Water Judge