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Home My WebLink About801185.tiff INTERNAL MEMORANDUM ON CURRENT ZONING CASE TO FROM Name Platte River Power Authority Case No. SUP 380 Legal Description of Property Date February 12, 1980 Time RESULTS OF COMMTSSTONFRS WORK SFSSTON Discussion centered on the exact location of the Section line between two sections along PRPA' s transmission line route along Co Rd. 17. PRPA is bound by resolution to locate their transmission line 80 ft. from the section line. To resolve the actual location of the section line PRPA will have to take the issue to the courts. The courts may take a considerable amount of time to decide the issue, during which time the transmission line could be built. PRPA requests that they continue to construct the line given a best guess estimate and that that an agreement be worked out to allow for county road right-of-way. Commissioner Kirby suggested the following should the power line be constructed within the 80 feet of the s'ection line: a. move the transmission line, b. PRPA pay for acquisition of new right of way for the county road. This was agreed to by PRPA as two reasonable alternatives. It appeared that PRPA preferred alternative b. • • � 1i85 -i G1obert/CommomAtealth engineers/consultalts/architects COMMONWEALTH ASSOCIATES INC, 209 E Washington Avenue, Jackson, MI 49201,Tel 517 788-3000 January 25, 1980 3 ! ` r /7.2 Mr. Roy Rohla FILE Platte River Power Authority Timberline & Horsetooth Roads Fort Collins, CO 80521 Dear Roy: As discussed in our telephone conversation of Tuesday, January 22, 1980, we have prepared an information package to assist in the routing of the Rawhide East Transmission Line in the vicinity of Sections 28, 29, 32 and 33 in Township 8 North, Range 67 West. The information provided was gathered from the Weld County Records, the Weld County Surveyor's office and the U.S. Department of Land Management office in Denver. Copies of the following items are included: 1. Sheet 8 (as revised 01/21/80) of the right-of-way strip maps for the Rawhide East Transmission Line showing various routing possibilities. 2. The original township plat, dated November 15, 1870, as filed at the U.S.B.L.M. office in Denver. 3. A survey performed by the Weld County Surveyor in April, 1918. 4. The monument records for Section 33, Township 8 North, Range 67 West, as filed in the Weld County Records. 5. Corner information sheets for Sections 32 and 33 from the Weld County Surveyor's office showing 312.32 feet between markers in the vicinity of the Northeast Corner of Section 32. 6. A statement by Bruce Antcliff concerning his preliminary search for the original government stone in the vicinity of the Northeast Corner of Section 32. Gilbert/Commonwealth Family of Companies Reading, PA Jackson, MI New York, NY Rio de Janeiro, Brazil Tehran, Iran 77 Gilbert/Commonwealth 209 E Wash^g[an A.ende Jackson,MI 49201 Mr. Roy Rohla January 25, 1980 Page 2 7. A letter dated July 21, 1976, from Mr. Aranci's attorney to Mr. Jasper Freese requesting advice about the disputed corner common to Sections 28, 29, 32 and 33. 8. A letter from Mr. Aranci's attorney to Mr. Freese, dated July 8, 1976, with "Report of Survey to Re-establish the Corner Common to Sections 28, 29, 32 and 33 of Township 8 North, Range 67 West" as prepared by Hogan and Olhausen. 9. A letter dated July 19, 1976, from Mr. Freese in response to Item 7 with N.H.P.&Q. sketch attached. 10. Boundary Agreement between Aranci and Thayers (Rec. No. 1735097, Book 813 of Weld County Records) . 11. Quit Claim Deed; Thayer to Aranci (Rec. No. 1735098, Book 813 of Weld County Records) . 12. Quit Claim Deed; Aranci to Thayer (Rec. No. 1735099, Book 813 of Weld County Records) . It should be noted, that as a result of the civil action in 1977 between Messrs. Aranci and Thayer, a boundary line between said land owners was established. Said boundary line was established without resolving the question of the location of the corner common to Sections 28, 29, 32 and 33. Based on the above information and our preliminary field measurements we are not able to recommend a probable location for the Northeast Corner of Section 32. However since the Transmission Line route may be influenced by the location of future County Road No. 17, it is recommended that PRPA attempt to define an acceptable route for both the County Road and the Transmission Line in a cooperative effort with Weld County. Commonwealth is prepared to write easement descriptions for right-of-way acquisition upon finalization of the route. If you require any additional information, please do not hesitate to ask. Sincerelyour ja /,,w . LO6,44; A. A. Vasaris Survey Project Coordinator pld Enclosure cc: CRHuddleston (with encl. ) !- lc) - EG /•/. E . 32 - & - O4' a .��t�-c, ,c C.1- J • HILL AND HILL ATTORNEYS AT LAW ALDEN T. HILL FORT COLLINS, COLO. P 0 BOX 421 ALDEN V. HILL 160 WEST MOUNTAIN AVE. TELEPHONE 482-3683 tJOSEPH R. COYTE June 21, 1976 8052' Mr . Jasper Freese Weld County Surveyor 2506 6th Avenue Greeley, CO 80631 . Re: Aranci v. Thayer Civil Action No. 27512 District Court of Weld County Dear Mr . Freese: I represent Mr. Aranci in the above entitled action. A copy of the deed by which Mr. Aranci received title from his father, Anthony P. Aranci, is attached. A prime item of contention is the location of the northwest corner of Section 33, Township 8 North, Range 67 West, or perhaps better stated, to reestablish the corner common to Sections 28, 29, 32, and 33 of Township 8 North, Range 67 West. On behalf of my client, Mr. Aranci, I would appreciate it if you would advise what it would cost for you to determine the location of this corner. From some preliminary inquiries, it is my understanding that the best process is actual field surveying and working from original government notes . We are presently confronted with the Defendant and his attorney arguing that aerial photographs and an ortho-photo plan prepared by Hogan and Olhausen established the corner approximately 300 feet east of where we believe it to be; however, that firm reserved a final opinion until further field work was done. Also, it would be helpful to me if you could give me an idea what you charge for time in court. Perhaps after you receive this , you could give me a collect call and let me know if you are interested in assisting, and about the approximate charges involved. Very truly yours, Alden V. Hill v - r_ . AVH:mcb - - , Enc . - �`_ E I , i. , I. ' - . - ' • HILL AND HILL ATTORNEYS AT LAW ALDEN T. HILL FORT COLLINS, COLO. P O BOY 421 ALDEN V. HILL Ir,O WEST MOUNTAIN AVE JOSEPH R. COYTE July 8 , 1976 TELEPH 8O_Zb2-3683 Mr . Jasper Freese Weld County Surveyor 2506 6th Avenue Greeley, CO 80631 Re : Aranci v. Thayer Civil Action No. 27512 , Weld County District Court Dear Mr. Freese : Enclosed is Report of Survey to Re-establish the Corner common to Sections 28 , 29 , 32 and 33 of Township 8 North, Range 67 West prepared by Hogan and Olhausen. Please get back to me on this promptly just as soon as you check the Nelson, Haley, Patterson and Quirk records . Very truly yours , Alden V. Hill AVH:cs Encl. • t.',3 ecird 'J. -77,-ni...:.‘,J G v ',.- REPORT OF SURVEY TO RE-ESTABLISH THE CORNER CO1•i;•:ON TO SECTIONS 28, 29, 32 AND 33 OF TOWNSHIP 8 NORTH, RANGE 67 WEST_ I. SCOPE CF REPORT Hogan and Olhausen, P.C. was re, ined by Mr. Kenneth Thayer in August 1975 to evaluate the validity of the location of the subject corner which was re-established by Nelson, Haley, Patterson and Quirk and further verified by James H. Stewart. Mr. Thayer has owned and farmed portions of Section 29 since 1947 and has owned and farmed portions of Section 32 since 1961 and indicated to me that the corner established by NHPQ is at least 300' into property he has traditionally used and considered his. Mr. Thayer asked that I research his abstract records and report on the methods used to establish the NHPQ corner, give an opinion as to its status and validity and to give an opinion as to where I would place the corner from the evidence I found. II. INITIAL FIELD RECONNAISSANCE On or about September 1 , 1975, I visited the site with Mr. Ken Thayer and Mr. Warren Price. We visited and inspected the areas of all the corners Mr. Thayer had knowledge of. I had with me copies of the original government survey field notes which I had obtained from the Colorado Land Office. The notes called for stone monuments. Mr. Thayer showed me a stone reperted by James Stewart to be the 1/4 corner between Sections 32 & 33, but it did not match the stone described in the field notes. • • III . OCCUPATION NEAR CORNERS IN QUES1ION There is a fence around approximately the South Half of the Southest Quarter of Section 28. At the SW corner, the fence appears to have been rebuilt in several locations over the years. This opinion is based on windrows and older fences to the East and North. There is significant offset in the fences East and West of the 1/4 corner between Sections 28 and 33 irdicating the possibility of one or both of the fences being on an old roadway. The road into the 1/4 corner from the East appears to be on the Northeast 1/4 of Section 33 with the North fence on the Section line. The fence West of the 1/4 corner appears to be possibly 30 feet South of the North line of the Northwest 1/4 of Section 33. The fence going North along the West line of the South 1/2 of the SW 1/4 of Section 28 appears to possibly be on the line. IV. OTHER RECORD EVIDENCE OF CORNER LOCATION There is an abandoned ditch which traverses portions of all corners in question. The ditch is very evident and physically locatable even through it has been farmed over in places. I recommended that records be researched with regard to ditch rights of way for clues to the section line locations. V. PHOTOGRAMMETRIC AIDS FOR COMPREHENSIVE OCCUPATION MAP. I recommended that we produce precision aerial photographs and orthophoto plan of the four sections in question which would accurately delineate all occupation lines, roads and abandoned ditches. On September 15, 1975, we photographed the subject area with the Hogan and Olhausen Zeiss RMKA4-15/23 aerial mapping camera. Contact pri►►ts of the photos are labeled in the upper right corner as 1-2, 1-3 and 1-4. Hogan and Olhausen field crews measured field control data for orientation of the photo stereo models. Orthophoto negatives were prepared and assembled into the orthophoto plan. (Note: An orthophoto is an aerial photograph which has the horizontal image displacement which is caused by vertical relief removed. It is a true-to-scale photographic map. ) VI . DITCH RIGHT-OF-WAY DESCRIPTIONS We acquired the abstracts to Mr. Thayer' s property which include descrip- tion of abandoned Greeley-Poudre ditch across sections 29 and 32 with ties to the common corner to Sections 28, 29, 32 and 33 as well as the East line of 32. The descriptions were plotted independently at the same scale as the orthophoto on a translucent sheet for comparison and overlay techniques. VII . CONCLUSIONS 1 . The ditch records are consistent with field occupation and conclusions of corner location for common corner to sections 28, 29, 32 and 33. 2. The ditch descriptions are April 8, 1919 on the Section 32 portion and March 11 , 1926 on the Section 29 portion. The descriptions indicate where the surveyor 57 years ago considered the corners to be. 3. Nelson, Haley, Patterson and Quirk re-established the corner in question by proportionate measurement without consideration of all available evidence such as the ditch records. 4. James Stewart established the West 1/4 corner of section by using the wrongly set NHPQ corner. • 1 • 5. All of the subject landowners are very confused by conflicing surveyors' opinions. VIII . RECOMENDATIONS: 1 . Call a meeting of all the landowners, their surveyors and their attorneys and discuss conflicting opinions. 2. Furnish copies of this report and its exhibits to the interested parties for their review and comment. 3. Call a meeting and establish an agreement for establishment of the subject corners. 4. In the absence of the ability to agree pursue the matter in court and have the court set the corners. IX. MY OPINION OF CORNER LOCATION From the evidence I have seen thus far, I feel the corner should be in the existing11South fence at the subject disputed corner; however, I have not had full access to the surrounding properties and reserve final opinion to further field work and verification. ' It is my experience that absolute objectivity and logical reasoning among the affected landowners, their surveyors and attorneys to reach a logical compromise s much better than court action. I will personally make myself available to act in an informative capacity to your neighbors should you desire. It is important that everyone understand that the surveyor is lawfully and duty bound to act not as a personal advocate such as an attorney, but as an objective fact finder and professional expert practi- tioner. He is bound to place a replacement corner in the position he feels the court , will place it based on the best prcpenderance of r evidence he has at hand. Respectfully subditted, HOGAN AND OLH[\USEN, P.C. Loveland, Colorado Ronnie E. Hogan, RLS 4845 February 16, 1976 - I . 7reese 6inolneerinc9t ENGINEERING CONSULTANTS MAILING ADDRESS BOX 913 JASPER ' JAY' FREESE OFFICE. 2506 6TH AVENUE REGI;,TERLD PROFLS9'JNAL F NGINEEP+ c- EELEY. COLO 80631 RLGIS FRLJ LAND bUHVLYOi7 F HONE 352-0100 'July 19, 1976 Mr. Alden Hill Hill & Hill Attorneys at Law P.O. Box 421 Ft. Collins, CO 80521 • Dear Mr. Hill: Subject: Arar-ci v. Thayer, Civil Action No. 27512, Weld County District Court At your request I have reviewed the material concerning the place- ment of the corner common to Sections 28, 29, 32, and 33 of Town- ship 8 Nort, Range 67 West. 1 , I have reviewed the material you sent me prepared by Hogan & Olhausen and the material NHPQ used (copy enclosed) . NHPQ has used the original gov't records to prorate the distance between the Northwest Corner of Section 32 and the Northeast Corner of Section 33. There does not appear to be a conflict with those two corners. The stone found (assumed by NHPQ to be the quarter corner between Sections 32 and 33) tends to support the NHPQ placement of the common corner. There apparently is some conflict as to the validity of the quarter corner; since no markings were found on it. • In the material furnished by Hogan and Olhausen there is a copy of the April 13, 1918 survey done by H.M. Thompson, Weld County Surveyor. This survey shows that stones were found or set on the south side of Section 29 (north aide Section 32) . Distances are also shown. If the present northwest corner of Section 32 is accepted then the distances shown on the 1918 survey place the common corner in dispute within 1.5 feet of the present fence intersection. One could perhaps dig at the fence intersection and at the distance specified for the north quarter corner of Section 32 to see if additional physical evidence could be found. The distances in the 1918 survey do create some fairly unusual sections as 29 & 32 would have a common line of 5531 feet, more or less, and sections 28 and 33 would have a common line of 49.15 feet, more or less, quite out of agreement with the more nearly equal split of the ! original gov't survey notes. •A Page 2 Mr. Alden Hill July 19, 1976 I do not have all the materials that have been gathered by Hogan & Olhausen but;even if I did,I would reserve any opinion until further field work and verification had been made. • I feel that Mr. Hogans recommendations are sound and should be followed. He is also correct when he says "It is my experience that absolute objectivity and logical reasoning among the affected land- owners, their surveyors and attorneys to reach a logical compromise is much better than court action." "It is important that everyone understand that the surveyor is lawfully and duty bound to act not as a personal adocate such as an attorney, but as an objective fact finder and professional expert practitioner. He is bound to , place a replacement corner in the position he feels the courts will place it based on the best preponderance of evidence he has at - ' hand." - • I would be happy to meet with you to discuss this matter , if you need clarification or further information. Sincerely, Y O ::ure er• `L• 'a$ • • • - • •f 1 • CLIENT JOB NO NELSON HALEY PATTERSON AND QUIRK PROJECT CALCULATIONS FOR ENGINEERING CONSULTANTS 7 MADE By DATE CHECKED Err DATE SHEET OF uovT , PLAT . - —19 .Ga SWAINS _ . • ovT, ALA i 80, Zo CHAINS 1voRTH zlZ.Z39 1‘.1 1 - 1OOO S2.-16.12I tNs.s.e.- Zcz -i , -78 z � a -7 . ---) 8 )v) . G0R SEL3z.. 0" N • - . . • v +; -- - e M • - o V U n! 2 ti 3 SEC.. 33 - 8 - G 7 00 t.,.. . 11O . STnNJ 6Y FENCE oST 70 1vc MAt ...1riGS. M 0 3 nI v O V 0 . Q. 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O 4 a; 'll C v s✓ u r ‘.,) a) o o d 't-. \ 0 .L: Ch al C) ,--I ,p\'. a L+ 1 Ti O ri),--1 d O U 1 4+ s•t) 4a to a) is a) C. t, 1/2 rn \` r, t..4 ,r."-; cV :, , a o r a.... o ,� 0 \ ~\ • a: a) ti O a) c..:, l 1\4 ` ',4..;� 1 co C-. a) ,- Al t1 h.. J 'T .' a a) ' ) ) �' I,v T ti O -, . Q "3 N:\ r1 tf� OW .� 4, ., V Z : ► ., N >` to a) rs ` '5 ' , K1 4' ‘O a) C-1 44 to a. .-! . '.� .Z O I y ' C. • - . .. O. C a) `,. t • !_ C. o a) a) i• a ) "1 •r+ t \♦� c-. r (•1 - ., ', X.) to H 4L, 4"i \ N •r --j--.' ,' . a '5V • O .r....•.. .::�•s-- -.P-�- .1 H•4 H r1 r-1 �+ a U 4 1 it to U y n 4 1 ,-1 U -.--I 03 C C U .. .• t`_:a....,., ...._. :. _. .. - r LS-12 RI JULY 1, 1970 COLORADO LAUD SURVEY I,'ORU'.1E�,T ;',ECORD� REPORT ONE MONUMENT ONLY ON THIS FORM All items to be filled in by the Land Surveyor a .tnt; black ink or t}pewriter. (Except)` I. TYPE OF MONUMENT li> Z Section Corner O Bench mark (Check one) 0 Quarter Corner ❑ Other - -''2, DESCRIPTION OF EVIDENCE FOUND, AND ORIGINAL RECORD CALL, IF KNOWN _asx." 6 k1L p,A.0Agvi pia,t-- ze o,,;a.- ,x_e_, , ILiti_o_e.e.kt, v ww -3. e Alt4). eepl.)-,s -s- P cy-1.1_ ..Lv\s, uo,-(-7),-- ; D.,1- .Le_ tA-- ts • a 3 DESCRIPTION OF MONUMENT AND/OR ACCESSORIES FSTABLISIIED BY YOU TO PERPETUATE THE LOCATION OF THIS POINT. GIVE YOUR ESTIMATE OF POSITIONAL TOLERANCE IF NOT ORIGINAL, UNDISTURBED MONUMENT. �-7 Date of Field Work ! - 2/7,- O • f ` 4. SKETCH SHOWING RELATIVE LOCATION OF MONUMENT AND REFERENCE POINTS. SHOW SUPPORTING AND/OR CONTRADICTO Y EVIDENCE MERE APPLICABLE. NEC. lr Kt t q \ . /2.752-i ,,s/ 6 • /11 W a)g..j - • 33- 8- 67 _ • 5, CERTIFICATION This is to certify that I was in responsible chart,e of the sit rye in •..ork descriFrd in this record and that to the best of my knowledge thi in( nm.itio prrs.cnted herein is role and correct. . 1 r� Surveyor's Seal St gnature ' �Y "� A.A; "�- Reg. No. 7 e' 4 z `451.�C/i,.•,-, Date 7 7° /O6 ��‘STERo • 4 - ' r= /v .r, 'y , * 7242ct• It.1, S - t ; I' i ' _ LOCATION DIAGRAM \ �-aO Oitt . . • -' ( ,! -t T:,, *(Do not fill in) ,�� `t , _..1.,•''' +�, 1 N . 1 Accepted for Filing '../- I ± __ T _ 1. State Board of Registration for Professional I , En �\-eers and Land Surveyor ;-- ; SCALE 1" = 1 Mile RECEIVED AT OFFICE OF THE COUN FY CLERK, G = Location of • /2,, t » A' : 0-- -COUNTY Monument :_::.:,-L/1.—/1-1‘-:(5-> , "'BY . ..„X4.?-e, ;-•,:(;1 Date f 1� `,, 7. SEC:--_L-1)_, T ,11� R l' 71't P M. RecorRecord to be-filed b. Ind�•s, Reit n•nce Number, d .illy, tail n all hal, ti, .,!!‘ . uncu r arum- 8. rntl;;T'i v/ • �=r-n !NDlsX I.I:I= NO;;;C9 priatc Tug+•n•.hi,, P.mf• , .u1'! '.,",i'hou• �..p_� COUNTY INDEX PEI' NO L3-12 RI JULY I, 1970 COLORADO LAUD SURVEY MONV1E?iT RECORD r ' REPORT ONE MONUMENT ONLY ON THIS FORM All items to be filled in by the Land Surveyor a;ing black ink or typewriter. (Except)* I. TYPE OF MONUMENT ❑ Section Corner 0 Bench mark (Check one) fs Quarter Corner 0 Other a' 2. DESCRIPTION OF EVIDENCE FOUND, AND ORIGINAL RECORD CALL, IF KNOWN �i 7o-t et t..J e6-'1rt0) (..1-t, 1 ..k.A. • 3, DESCRIPTION OF MONUMENT AND/OR ACCESSORIES ESTABLISHED BY YOU TO PERPETUATE THE LOCATION OF THIS POINT. GIVE YOUR ESTIMATE OF POSITIONAL TOLERANCE IF NOT ORIGINAL, UNDISTURBED MONUMENT. �/_ 7O Date of Field Work _ • (:),(2-a i rnk, w/ "F, ehL ..c./. 5--„,/ --i-14-4 2L- w/ 4, SKETCH SHOWING RELATIVE LOCATION OF MONUMENT AND REFERENCE POINTS. SHOW SUPPORTING AND/OR CONTRADICTORY EVIDENCE WHERE APPLICABLE. . -:4-izcu.n,42_ W/cat N `I P 5, CERTIFICATION This is to certify that I was in responsible charge of the surveying work described in this record and that to the best of my knowledge the information presented herein is 'rue and correct. _ Surveyor's Seal Signature ;re..11 1' 'n— . , • ..., ..., J Reg. No. �e 4z �r-- `�; 'C).- s"O-,,:% s. , .•,,.. • ,—m Jll Date 7--z/- 7O l`� �� 5 fv'Fd \ cJ, r :� i 14%1 4 + 1 � J•' i+l` � �� 1 , 1 * 724:2 7 ; • i e: `-" LOCATION DIAGRAM *(Do not fill in) _ + iv.? %, — N a o- } ' 1 A Accepted for Filing .� ' State Board of Registration for Professional Engineers and Land Surveyors: . • ., SCALE 1" = 1 Mile RECEIVED AT OFFICE OF THE COUNTY CLERK, • = Location of ,7 9D- UNTY Monument " — L _ 1. SEC •• -� e(f)/VT ,u R L-•7/( v p M Date i I' 1 r, (7__ Record to be filed by I.rdex Reference Number, - r� v numerically tOwn ,illiii,ib( tie.i.l�, Linder onto- 8. c'O[.'^:"1-Y_ Wif2- 1l':Dr.\ REF. NO L! plate Townsh:i., k oir.e ,in,i :,r'.:.in. COUNTY INDEX REI: NO ii,l•un„,,, . I . ,. .,i 1 „ , , .L..1; Rl JULY 1, 1970 COLORADO LAND SURVEY M ONIJ',;ENT RECORD REPORT ONE MONUMENT ONLY ON THIS FORM All item; to be filled in by the Land Sunt•va1r u:,inl; black ink or typewriter. (Except)* I. TYPE OF MONUMENT g Sec!ion Corner O Bench mark fil-,, (Check one) O Quarter Corner ❑ Other ' 2. DESCRIPTION OF EVIDENCE FOUND, AND ORIGINAL RECORD CALL, IF KNOWN a_e_is ey",... ".,_ 1,-....„. (.,„, it. ,_- _ LA} izo_za el 4 ''(.71.4.4,0 /71.0)1.z 3, DESCRIPTION OF MONUMENT AND/OR ACCESSORIES ESTABLISHED PY YOU TO PERPETUATE THE LOCATION OF THIS POINT. GIVE YOUR ESTIMATE OF POSI IIONAL TOLERANCE IF NOT ORIGINAL, UNDISTURBED MONUMENT. --- O/ 7 /-� Date of Field Work / C� .. 7,.1) W / "_/ " 4. SKETCH SHOWING RELATIVE LOCATION OF MONUMENT AND REFERENCE POINTS. SHOW SUPPORTING AND/OR CONTRADICTORY EVIDENCE WHERE APPLICABLE. /,L/rC.) FP )...*_<" • • Al.e c. VQ,,-r -----z___„_ 5. CERTIFICATION rhis is to certify that I was in responsible charge of the surveying work described in this record and that to the best of my knowledge the information presented herein is true and correct Surveyor's Seal Signature 4 ,.c -- - - Reg. No. ?Z a-Z a A S ', \ ' "�//J Date7 �- I �2 1'I i �� y O lijo . . I�,' . „] &v_ LOCATION DIAGRAM it \ •a O .r ; i �� t5`� SUS • ',.a , I. ~TE OF G O� ' „ ,', %,•~ —��s1•B , --i 1 r1 i�,a. *(Do not fill in) + N Accepted for Filing -- —r- t I-- State Board of Registration for Professional 1 I Engineers and Land Surveyors„.„-------, ,ems f-1_r j f ` /. r'"Z'>' A /'± SCALE 1 " = 1 Mile RECEIVED AT OFFICE OF THE COUNTY CLERK, = Location of ." ' /9, 1.; ". .r� `;''?COUNTY !`�l-onument By 7. SI:C �__, T ��, R L 7�/ P7' 7M. Date 11F- ! a/ ' -- ,Ci / -r tit tmn . � 1- 17 INDFX RCFO A'r`� Record to be filed by Index Ra foronca• Numhor, / - �,�%NL/ nurrcr7c.illl'. t11vn .ripii,lha•lii.illt•. unuvr .1u• ru- 8. priatc Towns-hip, R 1n1;.,, ,ira1 ;11 :iii.in. COUNTY _ INDEX REF ":O • a l., Li L_11 li 1,1J U l ,i rt U .I, - , I I ..1•.. . , . . ,.. .....a ..,a -'I t'tli. I Ili.l '•' ..,'••1 r, i J•it 'I. I II I • MI t'• . . !,i f: In ' , I! a. I •! i.r . ."r n Ii i at., ,i rcI is r ii I I/" • I. 1 Y I'I. 01 VP-.(''nI I ❑ a, , r i„ir I „rlr,•r [_] Ii' nl Ii i'..,r1( t''(('h, c L. t,nt ) [M, (,1u.irirr (',•rn(•r Ll Oilier -- 2. 1)I c•( lilt' 11(1.`. O). 1 \I11; :.( I 1 (J1".1). .''.1) OI':Ir,I':.'I. pi ( 01,I) (',\i.I. II F.`:OV.': SET Coe. oil C.4/e f ,z ,2/S7- -- T GUG`6'°✓ (,a is4 ii.g, sec . C/0_5 . 3. 1)1 S('mll-1 i(-1,`; (I!- ',1,011 ',11 1 AN!) (IR \(•( I t,"O!•'T! ', I S I ;1 RI 1SI!! 1) 1'1' \ Ol) '10 PI R1'1.TU ATE Till I.00A I iO'. O! 1 tll' I,( ,I.. I I,!'. I ', (1)'1: 1 '• 1 l'.:.\ 11. (0 I'O',I 110;.\I. I OLI-I:A„(21. II NOT UR1(,I:\AL, 1.\I'I:, I URN 1) '.;O:-.L ',11 N I \\;,rn of I(Lite 18- , t' t c!c'. l 61'141t t-U�G,IP ;^ 4. SRI"('l! SIIO.1.I',(, PI 1. 111'. I 1 f), 11 ! . (I! ..!o'• :i , ; \':l' !,! ! 11'" " 1 I'OI'- 1 JJ. SILO\i ,l'I'I'Oi. I I\I( \',,I :: I i t'. 1r. \i I' )F' •1 . \ II.1 .I i ....II RI \1'i I !( .\I'.LI x k -/,- r'-7r_>< -x->< • �A j*i- ha � 6,...f? (ve ,_Nz3,, 5. C[1.'111 l(. \ I IOC. 1 ht` is to c, ri:T. :') .. I 1.• .c ,I , • . ...ii," , I 'ii • r'.,", t•:I• . '-,rn ,I•' ,, til . In this record ;ird th.;( r.) :::i' I.. ,1 .t . n...,. t t•. ',It,.' I 71 ,. r,•-I .r'' U Ii 'c• ir. :,Jl• ,ind .c• ' I /eg Su c}o:'s Se.il Si 'n.,tu:'-___ n r-i• N• S"YO \`, ' t7.J G', %� I).ii.` _ r rm— / ,, .v ,s,„ �, C 1 C Q� )�r -) - cs) 6. * „') :(_LI\/CD (76 72 2 I �C'J ' t). / L)� �� l.O('A I ION DI 1('RAM '11-F OF COV./ i •(I)., lot fill tn) ^ Accepted fair 1 (ling / ________ Si;,h' l',.-. .rd of 1':•'c,,• :•..O'•n I••( 1'r„t• .......,1(;11.11 K--....._. , ./-... '_,_r_.-,-: -, _ I).iIt - ,y/—,/LG---...` I ��— .__ _.G/{--- M / S(.1\ I.1. Io' - I ,.1:1(. I'I_ I I\'f O rl l OI I l( 1 ul I ill ( O1 11' ( 1.1 I !, d I.,,. ,I' r,.tl ,.I n// v L)•C(! _ ( 01'", IV NI(,t)!:ttic'nt 7. ' ! ( 13,3 _ Ig!\/ ,,, G7W C , l).,(,' --_ ��r,l'__- ___ - ------- — - ---— ,, !' •! I• I I ! r t , ( , l�.GCi.D 1 ,! , , • /I-I- n,. c1, ,ii. ( ! - VV -- - -- - '' 1 - I I, . . 1 i.,1 I. . a I I ! I• , L5-t2 ai`JuLY 1, 1910 COLORADO LAND SURVEY ' O'1UME�IT °KCORD Tr. REPORT ONE MONUMENT ONLY ON THIS FORM All items to be filled in by the Land Surveyor u',ing black ink or typewriter. (Except)* I. TYPE OF MONUMENT 0 Section Corner 0 Bench mark D. (Check one) a Quarter Corner 0 Other s :�2• DESCRIPTION OF EVIDENCE FOUND, AND ORIGINAL RECORD CALL, IF KNOWN t--r\-IL J., ...1).t4,i, e,,,,,,,,), ,-,_ A ei 4,„: ,.....,,,,14 ‘,..„ cl.z_u_...,„ s--71,0. 8,,,,,_ ' .s ... E. eA.1,,,a,, 3, DESCRIPTION OF MONUMENT AND/OR ACCESSORIES ES TAI3LISHEIi BY YOU TO PERPETUATE THE LOCATION OF THIS POINT. GIVE YOUR ESTIMATE OF POSITIONAL TOLERANCE IF NOT ORIGINAL, UNDISTURBED MONUMENT. Date of Field Work 7 F 4-7 4 E...efe,./2. (.„..„7 eat& f""'N 4, SKETCH SHOWING RELATIVE LOCATION OF MO: MENT AND REFERENCE POINTS. SHOW SUPPORTING AND/OR CONTRADICTORY E 'IDENCE WHERE APPLICABLE. ,---- Sp1,-c riv F' 4sg • 5, CERTIFICATION This is to certify that I was in responsible charge of the surveying work described in this record and that to the best of my knowledge the inhumation presented heiein :- true and coirect., f � Surveyor's Seal Signature / � /1. �/� .s,Y Reg. No. 7 e Z P' !j• �.,,--,_....F.,.._ �i. J��'?L��s� _. t'i`p ''"` Date 7.-Z 17-70' OC<, TER` AL %i• r 1 a 2 -� ! * 124 ;t:. 1 1\i' L .e. ---• LOCATION DIAGRAM N TgT� OF GON- za '•• t "> •... �� '.• -, ''t ;(Do not fill in) + N Accepted for Filing II A— + T — State Board of Registration for Professional I I l Engineers and Land Surveyors: - - - - a �� -, � § \'\ _\ N �./' .. ,f, (--' ,i Vii'-�"es=ue Date , e _.�-< X SCALE 1" - I Mile RECEIVED AT OFFICE O:' THE COUNTY CLERK, 0 = Location of ,- itii r , , ,i,- (ai)tiAi)i. f _- OUNTY Monument • 1 By t lr(- •Itt ' 7. SEC 7 3 T ,Sf 4� , R /7F�/ ` ` l'.',! Date I _ Record to be filed h` Ii,de. R'`f,•ic'n' e Number, f / — .r I ' nnniellc• Ali. , then a11.11 t„ it' , unili•1 .,ppru- 0, t-01'"�I ti'_ i/` <—C I:d L`!::� REF 1i t)/j � J1i,,ic- "lO.'.n•,hip P.ao,e, .' i,l M •ticli.i,i• (OLIN 1Y ii;U[:'': t I:I' ,^!O 1'I.Uhl "1 41.11. I .l.(\1 / NS A ,111 ,AfI 'l'lrl 1„',', it•'ARD 1": ;litre. ier,„ry 1h.,1•h,e, 1,. 51, ,,...,4 r,.., I,•,.,.r rr,_rn:,, 3020, . , . 411-7) •::0, , )''''' '' • • cti.j.'-'!,::), •,' , •,..,.,,,• :-.,1,.. ,.. .. , • • ' lt,k1. .4,- , :,-- -: • ,.l f -- - r' ice! �' J' �p1� :�` 1 i • i \ . .... • - • • 1 + } • • I i ; •-,-4----- . - - , . . . , f-2 • • , (/) A/ N- ,� -q - /97 , , RE ,ida:aVICw • • • .. Mon. Found --- - . . r. © - F:on, Sit , �` `5', 3 N&C - Nail and Bottle Cap - -- p— '---- - - - ; NE.r - Nail and Flagging � / -1::::--.-4*r 1 I.P.- Crud Iron Pin o \ / ;9 F .P. Fence Post N , i ___,__.—•-""/ &.P.- Brace Post - C.P.- Corner Post • • P.P.- Power £role.:_ __—r,) - Ml/I4 •"cr. i',}S• { 1!)' I..Rf l.E. Cor. y G.P.- Guy Pole _ 't 1.r.• Telephones Pole_ -r--`�ii S.C.- Back Curb / `\ 1 I I L • • F.H.- Fire Hydrant - --a \ ��n J�cP 1 H. Tacked Hub — — -. a k1 400.,,y• riv7e . ' t` - Centerline -- —.-.— \ ! 1Z1 .�1 / i •. - Flowlint -- — — / �, )� \''''''S mot' 4 - brio linen , • Center Sec. E1/�' Cor.., , i - OFFICE OF TF'.E WELD COUNTY SURVEYOR SECTION TQ1a?'SE{IP RJ:aGE ,,,iii R. QUIRK °s REGISTERED PROFESSIONAL ENGINEER �, - i AND LAND SURVEYOR, COLO}:ADO REG. N5. 2662 '"`-L '�1 j 28 r. '•, •. 2021 CLUBHOUSE DRIVE L(GREELEY, CO RADO O PHONE] 352-Bu77i 4. ........ k Y T sacR� • j" `".1*. + 1. N;t`.'w'?i :X':`,�.•1:p� D•i.*' e a;-,';9�. °,...4ysn-, C-*;-2.44: % 1 ,A ^r I . +^Fws+i��.:h; ,it.;r-'f ,,, ..,t,�• G u. ',c+,9T,•,,c•t `--f ktL P3-,7 1 1 CO,A1.-.4 • • "y •T - — - -I -�0-//-/e2 t�iJ • ' tir, l l • • 4• • t t 1 (v_/ N H.P al• /V7E' e-) . N -•(a REGISTERED LEGEND -�--►� l � , O- Mon. Found Na,/ # ,,. , \edl \ Y_-._Xrr • ',\ «' © - Mon. Set i \ / . �7�;''}-`�,�' L • ecb.z • N&C - Nail and Bottle Cap . - — -— -p �.`_-- N&F - Nail end Flagging ' ti \- I � �� • tl I.F.- Capped Iron Pin O \? �� , F.P. - Fence Post \ ! } I P F,- Brace Post \`! �- r-�c�r'1 1 C.P.- Corner Post r t�1_ _ � N1/4 Cor. , E CC�.UIS{ERayFJ' P.P.- Power Pole.___ N�� G.P.- Guy Pole _ z(4-:.7.00 ,4: :� �, ,�� T.P.- Telephone Pole__ `'" j � v rf�°vo� � �}� �f ' G.C.- Back Curb \ ' ,�.- S1dlualk / I j 471F.h.- Fire Hydrant_- _a`a :.N.- Tacked Hub_ _ _tU - -- - - -C�- - r�-- - 'f IA -- , J • t, t` - Centerline— — s, � •�� `� sr' - Flowline -- — — C,T / ,9 - Paso line \ \�` ��.1 :•-‘ t:'4 Canter Sac. _____Li___,..--L,0 .A.1;•--C"..° r f,l/'- Cor. -a OFFICE OF THE WELD COUNTY SURVEYOR SECTION TOWNSHIP RA1:GE p„ WlLL/�P�D R. OJIR( REGISTERED PROFESSIONAL E? GINLEP �' AND LAND SURVEYOR, COLORADO LEG. NO. 2682 3 3 2021 CLUBHOUSE DRIVE GREELEY, COLORADO PHONES f16. -8077 _ lj Baps 55 ......... .......,,..�«_`__,_�/813 Recorded at.- ._�o'eiock At N0V 3 1977 Rec. No. ..17-3097. Mary Ann Feuerstein, Recorder 3-1 BOUNDARY AGREEMENT For good and valuable consideration, it is agreed o� ice between Duane Aranci, hereinafter called "Aranci", and c") Kenneth Thayer and Leone B. Thayer, hereinafter called "Thayers" , as follows: 1. That this agreement is made to establish a in line or boundary, pursuant to the provisions of Colorado Revised Statutes, 1973, 38-44-112 . 2. That the line or boundary being determined and permanently established by this agreement is for property situate in the County of Weld and State of Colorado, and the boundary line is described as follows: Considering the South line of Section 33, Township 8 North, Range 67 West of the Sixth P.M. , Weld County, Colorado, as bearing S 89° 03 ' 03" W and with all bearings contained herein relative thereto, begins at the Southwest corner of said Section 33, and run thence N 00° 50 ' 20" E 2698.91 feet; thence N 00° 39 ' 11" E 2659. 73 feet. 3. That attached hereto and incorporated by reference herein is a map or plat designated as Exhibit A which shows said boundary line. - 4. That Quit Claim Deeds between the parties hereto under even date are being exchanged for recordation, to further confirm and carry out this agreement. 5. That it is understood and agreed that the line involved has surveying pins or markers in place and Aranci may, at his sole option, immediately proceed to build a fence on the boundary line, which fence shall belong to Aranci. That nothing herein shall limit,Aranci's right to install any fencing around any property he owns in addition to the fence on the boundary line referred to herein.- _ 031 813 173509'7 3 - z 6. That this agreement is a compromise of disputed claims between the parties and not any admission of any lia- bility of one party to another. 7. This agreement shall be binding on the parties hereto, their heirs, successors, assigns, legal and personal representatives. DATED this 2nd day of November, 1977. Kenneth Thayer Leone B. Thayer STATE OF COLORADO) ss. COUNTY OF LARIMER) The foregoing instrument was acknowledged before me this 2nd day of November, 1977, by Kenneth Thayer and Leone B. Thayer. My commission expires: January 19, 1981 , E' Witness my hand and official seal r •�( Y o." o No ry Public �.. - D ane Aranci STATE OF COLORADO) ) ss. COUNTY OF LARIMER) The foregoing instrument was acknowledged before me this od-• day of November, 1977, by Duane Aranci. My commission expires: ``�''''��musw��,, N�� ''- Witness my hand and official seal ztt Notary Public �,s '•..,'L :'4w,�� -2- -- - oco 81a - - - EXHIBIT A 1735Q9' - 3 -3 PLAT. _=OFiA _- Ud V--EY D�=-- _A _ Llw �V— —_— —VU C D - C ova v,__ C-o Lo. 4-1 -S L.E_-T'r-7"000 , • O N - w - - O ? �i .111, , l nJ ---._S_-B:9°D3.r03' LU = _S a6,7._3S - ` -+ r�{ ' _ .SoU r�•-t___Zi.v. SEc. 3 This is to certify that the following described line was surveyed under my supervision on the 18th day of December, 1974: Considering the South line of Section 33, Township 8 North, Range 67 West of the Sixth P.M. , Weld County, Colorado, as bearing S 89° 03' 03" W and with all bearings contained herein relative thereto, begins at the Southwest corner of said Section 33, and run thence N 00° 50' 20" E 2698.91 feet; thence N 11" E 269.73 feet. ar_L- • Richard A. Rutherford;4P.E. & L.S. OFFICE OF JAMES H. STEWART & ASSOCIATES, INC. . 1 ss CD BOQK Recorded at o'clock ...D4., NOV 3 1977 813 1735098 MARY ANN FEUERSTEIN � Recepticn No Recorder. Kenneth Thayer and Leone B. Thayer whose address is 8420 SE Frontage Road, Fort Collins, County of Larimer , and State of G-• Colorado , for thmialxtieax>c& good and o valuable consideration Rolaxs l zg>mt4 l% hereby sell(s) and quit claim(s) to Duane Aranci, whose address is RR #2 , Box 175, Fort Collins, County of grime-r , and State of Colorado , the following real c\: L^ County in the C of Weld , and State of Colorado, to wit: A tract of land situate in Weld County, Colorado, which begins at the Southwest corner of said Section 33 which bears S 89° 03 ' 03" W 5267 .38 feet from the Southeast corner of said Section 33, and run thence N 00° 50 ' 20" -� E 2698 . 91 feet; thence N 00° 39 ' 11" E 2659 . 73 feet; thence East 2627. 78 feet; thence S 00° 41 ' 35" W 5314 .94 feet; thence S 89° 03 ' 03" W 2633 . 69 feet to the point of begin- ning. with all its appurtenances Signed this 2nd day of November , 19 77 , Ke eth Thayer! • a 7----X.e2_.?„4/2 Leone B. Thayer STATE OF COLORADO, M. County of Larimer The foregoing instrument was acknowledged before me this 2nd - - day of November , 1977 , by Kennet h Thayer and Leone B. Tlayer.. , 7 `j, ,,,,,,,,,,,,,, * January 19, 1981 My comlign�ezliilfP(3j� y - Witnes .,Mud ai•n o ial seal J2,67 z/ Y, I'- G Notary PobIla Statutory Aoknowwd••tn .;TX•11�+'h Ural person or persons here insert name or names; if by person acting in representative or official capacity,ara i t the ,4 fect, then insert name of person as executor, attorney-In-fact or other capacity or descrip- tion; If by offlcenR�eorp }hn, then insert name of such officer or officers, as the president or other officers of such cor- poration,naming it477t.,,,- No. c 898. QUIT CLAIM DEED—Short form—sea 1184-18 so amended 1941. —8-94 —Bradford Publishing Co..1824-48 Stout Street Denver,Colorado SS C"? Recorded at. I o'clock ...m., NOV 3 1977 813 Reception No 17,35099 MARY ANN FEUERSTEIN / — Recorder. Duane Aranci whose address is RR #2, Box 175, Fort Collins, County of Larimer , and State of Colorado , for&ematminexatioffi, good and o, valuable consideration flollarciiiohltikkgaitt, CD Le\ • N hereby sell(s) and quit claim(s) to Kenneth Thayer and Leone B. Thayer, as joint tenants, whose address is 8420 SE Frontage Road, Fort Collins, County of Larimer , and State of Colorado , the following real ISN property, in the County of Weld , and State of Colorado, to wit: 0 J All that part of the North 1/2 of Section 32 , Township 8 North, Range 67 West of the Sixth P.M. , Weld County, Colorad , lying West of the following described line which begins at c� the Southwest corner of Section 33, Township 8 North, Range 67 West of the Sixth P.M. , and run thence N 00° 50 ' 20" E 0 2698 . 91 feet; thence N 00° 39 ' 11" E 2659 . 73 feet. 0<,• with all its appurtenances Signed this 2nd day of November , 77 D ane Aranci STATE OF COLORADO, l County of Larimer JJJ The foregoing instrument was acknowledged before me this —Itel - - ' day of November , 1977 , by Duane Aranci. My commission expires `/— 4S4/ `,```,`6 *,rir1r,,r,�,T. Witness my hand and official seal 0 c4 • O k7eti If •= U }1 o .... 4u1,,A0 No. 898. QUIT CLAIM DEED—Short form— —Bradford Publishing Co.,1824-46 Stout Street,Denver,Colorado —10-75 Hello