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Address Info: 1150 O Street, P.O. Box 758, Greeley, CO 80632 | Phone:
(970) 400-4225
| Fax: (970) 336-7233 | Email:
egesick@weld.gov
| Official: Esther Gesick -
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20183026.tiff
S ir--.' - _ -eir . ( j 1 4.-.±70. 1 ) „ _ . a '�e ,� —. .� -t kr fr. EN zW R1 _ I' g I' t I ) `,c 4- I 1 i .- - - - - / --_ _' .' - 1 WR A •., ^x:41_ • 1 I �.�_I -' r��. 1CC O L- c \ L-1-1 1— I ?-1 I. • — I II I Alsr? \HI . I e. -llif ' •I .• .. 1.... OLD STATE to t Elllfir ��r a: ••,\--1:1- �n 'VIEW ri " t r � VWCR j STREET' I " i J ` :1 ` . . f -- 1 c-c- (-2 — _- i_ ! 6 iv. CR � J ...._ tima W�CR. w . - , ., 6. 12 0 � " - — - { 1 BOULDER • TRUST ii ,� ,� 1 , II Cill • ' y N n ti 1 I .- a I 1 �# � jl WG R 10 1 _ - - _ - - - - - - - - - - r - - a - a - - - - - - - - - - - - - - - -------- - III - rr~ I ' L III i t I Er s. lb w II 1l • s-1 1-. I I { I ! I - "f 11{ ; 4+ { t 5 "fill `" Vi/ p p �_ r ._.! ii . :__ . y 7 - Li 2r " ff_ L J— T ' I n I - ii 1 - r . Lk f I -.I ' 1 _4 i:ii _ 1 Ti -- - ' • r-- ; ►� ►� I D 1 -,:: II .- --____ �P , , 1n 0 1 -W :c f. um 'Y e. q 111 INSors= +e— Y _, LONGVIEW. I{ -- - --- - WCR s ' ROAD II II i „ III .. , s - .. - I __ I ` �y I 1 lilt E k, _ I _.•- :� ..�_ _ I '� he Cf ..r 1 I \I'll' ___ z _Tit t : j OLD STATE _ =a n, .c s s !l. _ n_ . . ill / f 1 1, ��pp/ I le ...e/ ' t -. 11 J I G AFREDERICK c � 1 ! I i ERIE al II , 1 ir sr i h1IA. in- viEri _ _ e ill-STREET REET C FIQtiETt�h'lE---NH-1.7-t-------- I -ilk> r : fi- 1 _ i .: I-- -. !I 1 I, y f .-1/4.--- T1 i ~ �� _` J Z. • 1 �; I_ _ _ E -- 1 R 2. CR,it - . .— I f r r I w y 1J' CR 12 .I - .J ,rr 0 J .4 K r - " .J � t ,,-2e in I l,.r I i W I Hweil._•••.. Ci F.. .. , , 1 1 Hi. --- -, - ..5- i - -4 _.. BRUCE ROAD t� _ [ j _ }i, RUE DIE ' - I .< - 1illyaL 43/4 _ i 0- I PET I1 �: �- - r `" I f ' _ - - ti` L Ir 11 —'I, J j' _ - Ipr] VI 4xfk 1 lY c i I � T. . r .,_ C-.. ...... . ,.....„.„,. ..,„. . „......,,,c,.,,....,,....,,,..,_ ,.., ,,,,,...... ., P 1 ... .7 $ . ..., ,.. .,3-• 1 II. i F 1 q,, Y I a I �r^'� U 1 r. _ r - — • I' EE n "'T i J _ 'il y 1111.�•f. fa ��1 d''. C I- -_ I .. 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L coYmemrrr linY?Y ._ea Fk { Y • FMCS R[YENM0D a �.� ! flinahl C• ,10- I 9 a w # , R r I I MaccaY It-0- 3 • LONGS _ _ 1 LONGS PEAK ESTATES SII >r ILA WELD ,1'{ �e _. J f r .-_g ,, : - - _ ,2 -Q' _4,.-C1 ,I. WELD COUNTY, COLORADO a ACRES LtotT ill not AMA F '>a un CHAIICE OF ZON4' PLAT II .I I ., Pt D4CC T NO: 2000`107 FILE: E i PI ICO R. wilt. a d man II lrli4l! w/ :-Irrr ' 1 DC.teN Ii1Y: I 1Y11 Fes= yr CKY FYI- Al CEP. ti ii,at13 alPN,f nit' at rEl' nL ISSUE DATE: 4g/`I i 1}'d I RfV1151CAft �3MCLl 1 'Max MOO�±1 �_ ., thitagtootab Cr�G*+�.ER �myEuEaT Ei6' P,I —_ —� pi T'iApPM LOSUICIII NW, I 1t 111 a tad d.. �� ' . Wee. DESIGN C�L7FFISI:JPLTAi�ITSn INC. offe(_ _ — — mI I I. 4 `,.e WOO Slf4thnerr', Sri 2•150,SSI.unt,Y= co-mArao. Eft?5E}1 t -... ? tl1GAL STREET CROSS secriowP.O.Sam 27017 a.i unvaae coLoa: to actommea '-�, L PHHONt 3D34470203-4496C-124.63O3•4496C .6 / - - 7Li' la4YPds-— ILLS. WWW.wtLLC t.IDIES +<.CCII r T% a+.■: r Ti liat gr ` FINAL PLAT. PF- 543 SHEET r OF .i' LONGS PEAK ESTATES P . U . D . (SEVEN RESIDENTIAL LOTS WITH ESTATE USES) Palm, C4711,1111IDTIADKIIMM A SUED1VISION OF A PART OF THE wl THE NE1 /4 AND THE PIE.1 its. 1, PM Milan ATP atOOPINUCE rIll Tor nAD, FA ACM AM"MTT M m DADLE OM Fl4.ArLnCI. W3 CCC5 111401 NC 1EKlliCSO Ai1F lintel. M C tcfOr4MICMLY OF THE NW'i /1.4 OF 'SECTION' '9. TIN R6B'NV OF THE '611-1 1-'.M.r err r.,a� ll ►0 wawa Dull twiteut ,t A It at DlIMENS FTOCi1C It SHOAL IOC IRTAILISIGI PRIM T ■tt HAM W err uhf: COUNTY OF 'r4'ELI , STATE OF COLORADO. ineelniet N De E,UCtM1WS IS INACATO11 FM LAOI PADM. LOWER. Trf M3SCoraalltY'i is NEg4Pf mar raft Lu'na'r' QaMahHa_ [Aire AIMioutakfrrCt -rOFay+ butt f till[ u'ttnwi miiri 457101 ruaireS. M i?anMS fill ibt Tad ILESNMESSE lY Er Tart a+'aar`.rDtAr Mt bet en r.AGar rrPS DV Cr MAIM.t. 1irnal Id Pate tittitu ft Or Led' Asa oleo AREA = 31 . 073 ACRES_ MORE OR LESS. SPACE ari'TPMtnOiiii aAa :P'E101.14 Jrfl RTiF CATIE Or DEDICATION, OblitERSHIP. 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GMwwewe awis.,, I swamis •d�'Sat�'�_'1 CIVIL rGramm•,., FINAL PLAT , PF - 4 SHEET I OF 3 LONGS PEAK ESTATES P . 0 6, D 6, WELD COUNTY NOTES ( CONTINUED ) ( SEVEN RESIDENTIAL - 10, IN ACCORDANCE WITH THE REGULATIONS OF THE COLORADO AIR QUALITY CONTROL COMMISSION , A SUBDIVISION OF A PAR ANY DEVELOPMENT THAT DISTURBS MORE THAN FIVE ( 5 ) ACRES OF LAND MUST INCORPORATE ALL T IH TH ANTH AVAILABLE AND PRACTICAL METHODS WHICH ARE TECHNOLOGICALLY FEASIBLE AND ECONOMICALLY REASONABLE IN ORDER TO MINIMIZE DUST EMISSIONS. OF THE NW1 4 OF SECTION Ti R68W OF THE 6TH P1M . , 11 . A HOME OWNER ' S ASSOCIATION SHALL BE ESTABLISHED PRIOR TO THE SALE t F ANY LOT. ' MEMBERSHIP IN THE ASSOCIATION IS MANDATORY FOR EACH PARCEL OWNER . THE ASSOCIATION IS RESPONSIBLE FOR LIABILITY INSURANCE , TAXES AND MAINTENANCE OF OPEN SPACE , PRIVATE COUNTY WELD , S OF COLORADO . UTILITIES AND OTHER FACILITIES. THE STREETS WILL BE THE RESPONSIBILITY OF THE ASSOCIATION UNTIL THEY ARE ACCEPTED BY WELD COUNTY, WHICH IS PROJECTED TO BE ONE YEAR . OPEN SPACE RESTRICTIONS ARE PERMANENT, AREA. = 31 . 073 ACRES , MORE OR LESS . 12 . ALL SIGNS SHALL ADHERE TO CHAPTER 23 , ARTICLE IV, DIVISION 2 AND APPENDICES 23- C, CERTIFICATE OF DEDICATION , OWNERSHIP , AND MAINTENANCE : CERTIFICATE OF APPROVAL BY THE BOARD OF COUNTY COMMISSIONERS 23 - D , AND 23- E OF THE WELD COUNTY CODE , KNOW ALL MEN BY THOSE PRESENT THAT DARYLL D . PROPP , AND CAROL A. PROPP BEING THIS PLAT IS ACCEPTED AND APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF 13, OUTDOOR STORAGE SHALL BE SCREENED FROM PUBLIC RIGHTS OF WAYS, AND ADJACENT THE OWNER(S), MORTGAGEE OR LIEN HOLDER OF CERTAIN LANDS IN WELD COUNTY, COLORADO, WELD COUNTY, STATE OF COLORADO. PROPERTIES. DESCRIBED AS FOLLOWS: SURVEYOR ' S NOTES ( CONTINUED WITNESS MY HAND AND THE CORPORATE SEAL OF WELD COUNTY THIS DAY OF qp. -''l 14, BUILDING PERMITS SHALL BE OBTAINED PRIOR TO THE CONSTRUCTION OF ANY BUILDING, A TRACT OF LAND LOCATED IN THE W1 /2 OF THE NE1 /4 AND IN THE NE1 /4 OF THE NW1 /4 , AD . , 20 • \ 6 . THE BEARINGS AND DISTANCES ALONG THE EASTERLY LINE OF THAT TRACT OF LAND OF SECTION 9 , T1N , R68W OF THE 6TH P , M , , COUNTY OF WELD , STATE OF COLORADO, STATE HIGHWAY 52 CONVEYED TO DARYLL D . PROPP AND CAROL A. PROPP AS DESCRIBED IN QUIT CLAIM DEED 15. A GEOLOGICAL HAZARD PERMIT WILL BE REQUIRED FOR ANY CONSTRUCTION ON LOTS 3 DESCRIBED AS FOLLOWS: 1 i RECORDED FEBRUARY 21 , 1979 , IN BOOK 860 AS RECEPTION NO. 1782305 ARE IDENTICAL TO THROUGH 7 , THE WESTERLY LINE OF SCOTT' S ACRES , A SUBDIVISION PLATTED BY GLEN OVERTURF IN 1968 . BEGINNING AT THE N1 /4 CORNER OF SAID SECTION 9 , FROM WHICH THE NORTHEAST CORNER CHAIR , BOARD OF COUNTY COMMISSIONERS THIS MAY BE A MOOT POINT SINCE THE DESCRIPTION DOES NOT CALL TO SCOTT' S ACRES , 16 . A PLAN REVIEW IS REQUIRED FOR EACH BUILDING. TWO COMPLETE SETS OF PLANS ARE REQUIRED WHEN APPLYING FOR EACH PERMIT, OF SAID SECTION 9 BEARS NOO*00 ' 00"E , 2638. 58 FEET (BASIS OF BEARING ) , THENCE 500°51 ' 37 "W, 1094, 90 FEET ALONG THE WEST LINE OF THE NE1 /4 OF SAID SECTION 9 TO THE I LOWER ' - . ; FURTHERMORE , THERE IS A GAP OF ABOUT 2 TO 5 FEET BETWEEN THE PROPP TRACT AND MOST NORTHERLY CORNER OF THAT TRACT OF LAND CONVEYED TO DARYLL D . PROPP AND BOULDER Q y ANY REASONABLE POSITION OF SCOTT'S ACRES WHEN USING PLAT AND DEED MATHEMATICS. BUILDINGS SHALL CONFORM TO THE REQUIREMENTS OF THE CODES ADOPTED BY WELD COUNTY AT CAROL A . PROPP AS MATHEMATICALLY DESCRIBED IN QUIT CLAIM DEED RECORDED FEBRUARY ATTEST: WELD COUNTY CLERK TO THE BOARDI q DI T THE RECORDED PLAT OF SCOTT'S ACRES DOES NOT CLOSE BY 1 . 29 FEET IN AN EAST— WEST THE TIME OF PERMIT APPLICATION , CURRENT ADOPTED CODES INCLUDE THE 1997 UNIFORM 21 , 1979 , IN BOOK 860 AS RECEPTION NO, 1782305 OF THE RECORDS OF WELD COUNTY, o , 1I DIRECTION WHEN HOLDING PLAT MATHEMATICS. BUILDING CODE UBC , 1998 INTERNATIONAL MECHANICAL CODE IMC , 1997 INTERNATIONAL COLORADO; a° t PLUMBING CODE (IPC) , 2002 NATIONAL ELECTRICAL CODE ( NEC ) , AND CHAPTER 29 OF THE WELD I ,�•° ° I THERE ARE TWO REPLATS OF LOTS IN SCOTT' S ACRES , "SCOTT' S ACRES FIRST REPLAT" AND COUNTY CODE , THE FOLLOWING COURSES AND DISTANCES ARE ALONG THE NORTHERLY AND EASTERLY LINES , Li o "A REPLAT OF LOT 4 SCOTT'S ACRES" , WHICH WERE PREPARED BY GLEN OVERTURF IN 1975 18. THEGEOTECHNICAL ENGINEERING REPORT BY TERRACON DATED JUNE 18 , 2002 , STATES THAT OF THAT TRACT OF LAND AS MATHEMATICALLY DESCRIBED IN SAID BOOK 860 AS RECEPTION I AND 1976 . WE QUESTION THE ATTEMPT BY THESE REPLATS TO CHANGE THE ALIGNMENT OF MAPPING BY THE COLORADO GEOLOGICAL SURVEY INDICATES BEDROCK , WEATHERED BEDROCK , NO. 1782305: I THE EXTERIOR BOUNDARY OF SCOTT'S ACRES TO CORRECT ALIGNMENT OF EAST— WEST LOT AND COLLUVIUM MAY HAVE HIGH SWELL POTENTIAL . THE SITE IS IN AN AREA OF SEVERE THENCE 577'25 '01 " E 414 , 27 FEET S77°15'E 417, 2 FEET MORE OR LINES AND ADJACENT RIGHTS- OF - WAY SINCE THAT WOULD HAVE THE EFFECT OF REPLATTING SUBSIDENCE HAZARD . ' ' ILAND THAT WAS NOT PART OF THE ORIGINAL LOTS, THERE WASN ' T A SIGNIFICANT ENOUGH LESS - DEED ; ACCEPTANCE I ` I N ° PROBLEM WITH THE EXTERIOR BOUNDARY OF SCOTT'S ACRES TO WARRANT REALIGNMENT IN 19 . EACH BUILDING WILL REQUIRE AN ENGINEERED FOUNDATION BASED ON A SITE - SPECIFIC THIS IS TO CERTIFY THAT THE DEDICATION OF TRACTS A, B HAS BEEN ACCEPTED A THE FIRST PLACE , IF THESE SO CALLED CORRECTIONS WERE APPLIED TO THE EXTERIOR GEOTECHNICAL REPORT OR AN OPEN HOLE INSPECTION PERFORMED B Y A COLORADO THENCE S39 '05 'QO" E , 273. 00 FEET; ItI RD. REGISTERED ENGINEER ENGINEERED FOUNDATIONS SHALL BE DESIGNED BY A COLORADO BY LONGS PEAK ESTATES HOME OWNERS ASSOCIATION , INC . , A COLORADO NON - PROFIT BOUNDARY OF SCOTT'S ACRES AS A WHOLE , IT WOULD CREATE MIS- CLOSURES ELSEWHERE . REGISTERED ENGINEER . THENCE S41 'OO 'O0"E , 516 . 10 FEET; CORPORATION , ON THIS DAY OF , A. D . , CR -ill_ 20 AS SHOWN ON THIS PLAT OF LONGS PEAK ESTATES P . U . Q . INCLUDING THE UNCERTAINTY OF THE ALIGNMENT OF THE SOUTH LINE OF THE NE1 /4 OF �, BRUC� RD. �,r�'' ~"�M,` SECTION 9 , WE CONCLUDE THE PROPP TRACT SHOULD STAND ALONE 'WITHOUT INFLUENCE FROM BUILDING HEIGHT SHALL BE LIMITED TO THE MAXIMUM HEIGHT ALLOWED PER UBC TABLE 5- B . THENCE S06 06 00 E , 100 . 40 FEET; , SOME VERSION OF SCOTT'S ACRES , AND THEREFORE , FOR PURPOSES OF THIS SURVEY THE WALL AND OPENING PROTECTION AND LIMITATIONS SHALL BE IN ACCORDANCE WITH UBC ' LONGS ��I I�� POSITION OF THE EASTERLY LINE OF THE PROPP TRACT WAS PLACED ACCORDING TO THE TABLE 5- A. SEPARATION OF BUILDINGS OF MIXED OCCUPANCY CLASSIFICATIONS SHALL BE IN THENCE S39 '51 'OO"W, 62 . 70 FEET; DARYLL D . PROPP , PRESIDENT '�EAK ` , MATHEMATICAL DESCRIPTION IN THE DEED . THE INITIAL CALL TO THE EAST LINE , " TO AN 20. ACCORDANCE WITH UBC TABLE 3 - B AND CHAPTER 3. SETBACK AND OFFSET DISTANCES SHALL I THENCE S45 23 00 471 , 40 FEET; LONGS PEAK ESTATES HOME OWNERS ASSOCIATION , INC. lo VICINITY MAP IRRIGATION DITCH " , WAS DISREGARDED BECAUSE THE IRRIGATION DITCH CROSSES THE SECTION BE DETERMINED BY THE WELD COUNTY CODE . , L LINE ABOUT 8 FEET WEST OF THE MATHEMATICAL POSITION AND MAY HAVE BEEN MOVED . u SCALE : 1 " = 2 , 000' THE EAST LINE SO ESTABLISHED SEEMS TO FIT THE IRRIGATION DITCH FAIRLY WELL AS IT 21 . BUILDING HEIGHT SHALL BE MEASURED IN ACCORDANCE WITH THE 1997 UNIFORM BUILDING CODE THENCE 555'23 '00" W, 217 . 00 FEET, WOR 10 1/2 'oCi CONTINUES TO THE NORTH . FOR THE PURPOSE OF DETERMINING THE MAXIMUM BUILDING SIZE AND HEIGHT FOR VARIOUS USES O ' { ,v '� AND TYPES OF CONSTRUCTION AND TO DETERMINE COMPLIANCE WITH THE BULK REQUIREMENTS THENCE 559 '28 '00" W, 300 . 00 FEET; ' 10 7 . THE DESCRIPTION OF THE NORTH LINE OF THAT TRACT OF LAND CONVEYED TO DARYLL D . FROM CHAPTER 27 OF THE WELD COUNTY CODE . BUILDING HEIGHT SHALL BE MEASURED IN A34/4 An- , � , i PROPP AND CAROL A. PROPP SET FORTH IN QUIT CLAIM DEED RECORDED FEBRUARY 21 , 1979 , ACCORDANCE WITH CHAPTER 23 OF THE WELD COUNTY CODE IN ORDER TO DETERMINE COMPLIANCE THENCE SO7 54 OO W, 135 . 25 FEET TO THE SOUTH LINE OF THE NE1 /4 OF SAID SECTION 9 ; ,' IN BOOK 860 AS RECEPTION NO. 1782305 CALLS " TO THE HEADGATE OF A LATERAL DITCH " WITH OFFSET AND SETBACK REQUIREMENTS. OFFSET AND SETBACK REQUIREMENTS ARE MEASURED THENCE LEAVING THE EASTERLY LINE OF THAT TRACT OF LAND AS MATHEMATICALLYI I AND ALONG SAID LATERAL DITCH . . , TO THE TRUE POINT OF BEGINNING" . TO THE FARTHEST PROJECTION FROM THE BUILDING. PROPERTY LINES SHALL BE CLEARLY IDENTIFIED DESCRIBED IN SAID BOOK 860 AS RECEPTION NO. 1782305, 589 '50 '03" W, 118 . 00 FEET ALONG OWNER DEVELOPER AND ALL PROPERTY PINS SHALL BE STAKED PRIOR TO THE FIRST INSPECTION . APPROVED BUILDING TWO HEADGATES LOCATED IN THE GENERAL VICINITY APPEAR TO BE NEWER THAN THE AND FOUNDATION PLANS SHALL BE ON THE SITE AND AVAILABLE TO INSPECTORS FOR EACH THE SOUTH LINE OF THE NE1 /4 OF SAID SECTION 9 TO THE C1 /4 CORNER OF SAID SECTION ; DESCRIBED HEADGATE AS INDICATED BY THE 1981 & 1982 DATES SCRIBED IN THE CONCRETE , INSPECTION . DARYLL D . PROPP TWO & THREE YEARS AFTER THE DATE OF THE DEED . THE NEAREST HEADGATE IS THENCE NOO'51 ' 37 "E , 1338 . 40 FEET ALONG THE WEST LINE OF THE NE1 /4 OF SAID SECTION 9 CAROL A. PROPPc) APPROXIMATELY 6 FEET SOUTH OF THE MATHEMATICAL POSITION . 22 , EFFECTIVE JANUARY 1 , 2003 , BUILDING PERMITS ISSUED ON THE PROPOSED LOTS WILL BE REQUIRED TO THE SOUTHEAST CORNER OF THE NE1 /4 OF THE NW1 /4 OF SAID SECTION 9 ; 12600 WEST COLFAX AVENUE , , TO ADHERE TO THE FEE STRUCTURE OF THE WELD COUNTY ROAD IMPACT PROGRAM . SUITE 8130 10 / TWO LATERAL DITCHES THAT COULD BE THE LATERAL DITCH REFERRED TO IN THE DEED RUN THENCE S8J '50' 18"W, 330 . 12 FEET ALONG THE SOUTH LINE OF THE NE1 /4 OF THE NW1 /4 OF LAKEWOOD, COLORADO 80215 _-- - - - - - - - - - - - WESTERLY FROM THE HEADGATES. ONE DITCH LIES ABOUT 1 TO 6 FEET NORTH OF THE 23. " WELD COUNTY'S RIGHT TO FARM " AS PROVIDED IN APPENDIX 22 - E OF THE WELD COUNTY CODE SAID SECTION 9 TO THE SOUTHWEST CORNER OF THE E1 /2 OF THE E1 /2 OF THE NE1 /4. OF ( 303 ) 447 - 0833 MATHEMATICAL POSITION OF THE LINE AND THE OTHER DITCH LIES ABOUT 3 TO 6 FEET TO SHALL BE RECOGNIZED AT ALL TIMES, THE NW1 /4 OF SAID SECTION 9 ; THE SOUTH OF THE LINE . SURVEYOR ' S NOTES 24. THE DEPARTMENT OF THE ARMY SHOULD BE NOTIFIED BY A PROPONENT OF THE PROJECT FOR THENCE NOO'53' 07 "E , 1335 . 20 FEET ALONG THE WEST LINE OF THE E1 /2 OF THE E1 /2 OF HE SURVEYOR MR , CHRIS STEGALL, A LONG TIME RESIDENT WHO ABUTS THIS LINE ON THE NORTH SIDE , PROPER DEPARTMENT OF THE ARMY PERMITS OR CHANGES IN PERMIT REQUIREMENTS PURSUANT NE1 /4 OF THE NW1 /4 OF SAID SECTION 9 TO THE NORTHWEST CORNER OF THE E1 /2 OF THE 1 , BEARINGS SHOWN ON THE ACCOMPANYING PLAT ARE BASED ON THE ASSUMPTION THAT THE RECALLED THAT THE HEADGATE HAD BEEN RECONSTRUCTED , BUT COULD NOT SPECIFICALLY TO SECTION 404 OF THE CLEAN WATER ACT, IF ANY WORK ASSOCIATED WITH THIS PROJECT E1 /2 OF THE NE1 /4 OF THE N �I�f1 /4 OF SAID SECTION ; FRANK N . DREXEL, PLS NORTH LINE OF THE NE1 /4 OF SECTION 9 , T1 N , R68W OF THE 6TH P . M . , BEARS N90'00 '00"E REMEMBER IF ANY DITCHES HAD BEEN REALIGNED . HE THOUGHT THE LAST TIME THEY HAD REQUIRES THE PLACEMENT OF DREDGED OR FILL MATERIAL , AND ANY EXCAVATION ASSOCIATED CIVILARTS AS MONUMENTED AND SHOWN HEREON . BEEN MAINTAINED WAS ABOUT 1993 . OWNER DARYLL PROPP ALSO DID NOT RECALL SPECIFIC WITH A DREDGED OR FILL PROJECT, EITHER TEMPORARY OR PERMANENT, IN WATERS OF THE THENCE N89'49 ' 05 "E , 329 . 53 FEET LONG THE NORTH LINE OF THE NW1 4 OF SAID SECTION DETAILS CONCERNING DITCH REALIGNMENT BUT INDICATED HIS LATE BROTHER JOHN MAY VERY UNITED STATES TAKES PLACE AT THIS SITE . WATER OF THE U . S. INCLUDE EPHEMERAL , INTERMITTENT 1500 KANSAS AVE . , SUITE 2 - E WELL HAVE REALIGNED SOME DITCHES. AND PERENNIAL STREAMS , THEIR SURFACE CONNECTED WETLANDS AND ADJACENT WETLANDS AND TO THE N1 /4 CORNER OF SAID SECTION 9 AND THE POINT OF BEGINNING. LONGMONT, COLORADO 80501 2 , SET 24 " LONG #5 REBAR WITH 2 INCH ALUMINUM CAP MARKED "CIVILARTS PLS 24305 CERTAIN LAKES, PONDS, DRAINAGE DITCHES AND IRRIGATION DITCHES THAT HAVE A NEXUS TO FLUSH W/ GROUND LEVEL WHERE NOTED " SET" . FOUND #5 REBAR WITH 2 INCH ALUMINUM ( 303 ) 682 - 1131 " CIVILARTS PLS 24305 " FLUSH W/ GROUND LEVEL WHERE NOTED " FND CA" , FOR PURPOSES OF THIS SURVEY, THE POSITION OF THE NORTH LINE OF THE PARCEL WAS INTERSTATE COMMERCE . AREA= 31 . 073 ACRES ' MORE OR LESS. CAP MARKED DETERMINED BY RESOLVING THE MATHEMATICAL POSITION RATHER THAN CALLS TO ANY FOUND #5 REBAR WITH 2 INCH ALUMINUM ALUMINUM CAP MARKED "CIVILARTS DREXEL PLS 24305 " FLUSH W/ GROUND LEVEL WHERE WHERE NOTED "FND CAD " . FOUND #�5 REBAR WITH HEADGATE OR DITCH , 25. SECTION 27- 8- 70 OF THE WELD COUNTY CODE - FAILURE TO COMMENCE A PLANNED UNIT HAVE BY THESE PRESENTS LAID OUT, PLATTED , AND SUBDIVIDED THE SAME INTO LOTS, AS SHOWNDEVELOPMENT FINAL PLAN - IF NO CONSTRUCTION HAS BEGUN OR NO USE ESTABLISHED IN THE 2 INCH ALUMINUM CAP MARKED "ALBERS DREXEL & POHLY PLS 243015" FLUSH W/ GROUND ON THIS PLAT, UNDER THE NAME AND STYLE OF "LONGS PEAK ESTATES P' . U . D . " AND DO HEREBY DATE OF PREPARATION LEVEL WHERE NOTED "FND " . DID NOT FIND OR SET A MONUMENT WHERE NOTED "NES" . 8• THE DESCRIPTION OF THAT TRACT OF LAND CONVEYED TO DARYLL D . PROPP AND CAROL A. PUD WITHIN ONE 1 ) YEAR OF THE DATE OF THE APPROVAL OF THE PUD FINAL PLAN , THE BOARD DEDICATE TO THE PUBLIC, SCHOOL DISTRICT, OWNERS AND FUTURE OWNERS OF THIS PUD ALL PROPP SET FORTH IN QUIT CLAIM DEED RECORDED FEBRUARY 21 , 1979 , IN BOOK 860 AS OF COUNTY COMMISSIONERS MAY REQUIRE THE LANDOWNER TO APPEAR BEFORE IT AND PRESENT WAYS , PUBLIC RIGHTS - OF - WAY, EASEMENTS , PARKS AND OPEN SPACE , AND OTHER PUBLIC MARCH 28, 2018 3 , RECORDED EASEMENTS AND RIGHTS - OF - WAY, IF ANY, ARE SHOWN ON THIS PLAT AS RECEPTION NO. 1782304 STATES THE PARCEL IS " THE E1 /2 OF THE E1 /2 OF THE NE1 /4 OF EVIDENCE SUBSTANTIATING THAT THE PUD FINAL PLAN HAS NOT BEEN ABANDONED AND THAT THE RIGHTS - OF - WAY, EASEMENTS , PARKS AND OPEN SPACE FOR PURPOSES SHOWN HEREON , AND DO DISCLOSED IN CHICAGO TITLE OF COLORADO, INC. COMMITMENT NO, 1250479 , NO ADDITIONAL THE NW1 /4 OF SECTION 9 " . BY SUBSEQUENT METES AND BOUNDS DESCRIPTION , THE DEED APPLICANT POSSESSES THE WILLINGNESS .AND .ABILITY TO CONTINUE THE PUD . THE BOARD MAY FURTHER DEDICATE TO LONGS PEAK ESTATES HOME OWNERS ASSOCIATION , INC . , OUTLOT A AND RESEARCH WAS COMPLETED . FAILS TO CALL TO THE SECTION LINE WHEN DESCRIBING THE WEST LINE OF THE PARCEL AND EXTEND THE DATE FOR INITIATION OF THE PUD CONSTRUCTION AND SHALL ANNUALLY REQUIRE THE OUTLOT B . CALLS FOR THE LINE TO BE "PARALLEL TO THE EAST LINE OF THE NW1 /4 " . THE APPLICANT TO DEMONSTRATE THAT THE PUD HAS NOT BEEN ABANDONED . IF THE BOARD DETERMINES 4 , APPARENT EASEMENTS AND RIGHTS- OF - WAY SUCH AS ROADS , DITCHES, AND OVERHEAD MATHEMATICAL CALLS ALONG THE SOUTH AND NORTH LINES OF THE PARCEL ( BEFORE AND THAT CONDITIONS SUPPORTING THE ORIGINAL APPROVAL OF THE PUD FINAL PLAN HAVE CHANGED EXECUTED THIS DAY OF , A, D , , 20 UTILITY LINES ARE SHOWN FROM AERIAL MAPPING SUPPLIED BY CLIENT OR FROM FIELD AFTER THE CALL ALONG THE WEST LINE ) AGREE CLOSELY WITH THE PROPER ALIQUOT OR THAT THE LANDOWNER CANNOT IMPLEMENT THE PUD FINAL PLAN , THE BOARD MAY, AFTER A LOCATION , NO ADDITIONAL RESEARCH WAS COMPLETED . BREAKDOWN OF THE SECTION INDICATING THAT THE WEST LINE WAS INTENDED TO BE THE PUBLIC HEARING, REVOKE THE PUD FINAL PLAN AND ORDER THE RECORDED PUD PLAN VACATED . SECTION LINE AND SHOULD NOT BE PARALLEL WITH THE EAST LINE OF THE NW1 /4. 26 . SECTION 27- 8 - 80 . A OF THE WELD COUNTY CODE - FAILURE TO COMPLY WITH THE PUD FINAL PLAN - WELD COUNTY' S RIGHT TO FARM STATEMENT ( THE FOLLOWING NOTES 5 THROUGH 9 ADDRESS HOW BOUNDARY RELATED ISSUES , THAT FOR PURPOSES OF THIS SURVEY, THE WEST LINE OF THE PARCEL WAS ESTABLISHED ALONG THE BOARD OF COUNTY COMMISSIONERS MAY SERVE WRITTEN NOTICE UPON SUCH ORGANIZATION OR PLAN - DARYLL D . PROPP AFFECT LONGS PEAK ESTATES, HAVE BEEN RESOLVED BY THIS OFFICE , THESE NOTES DESCRIBE THE WEST LINE OF THE E1 /2 OF THE E1 /2 OF THE NE1 /4 OF THE NW1 /4 OF SECTION 9 . UPON THE OWNERS OR RESIDENTS OF THE PUD SETTING FORTH THAT THE ORGANIZATION HAS FAILED THE SPECIFIC CONDITION OF THE ISSUES AND HOW THEY WERE RESOLVED . ) TO COMPLY WITH THE PUD FINAL PLAN . SAID NOTICE SHALL INCLUDE A DEMAND THAT SUCH WELD COUNTY IS ONE OF THE MOST PRODUCTIVE AGRICULTURAL COUNTIES IN THE UNITED DEFICIENCIES OF MAINTENANCE BE CURED WITHIN THIRTY ( 30 ) DAYS THEREOF. A HEARING SHALL BE STATES, RANKING FIFTH IN TOTAL MARKET VALUE OF AGRICULTURAL PRODUCTS SOLD . THE 9 , IT IS NOT CLEAR IF THE RIGHT- OF- WAY FOR WELD COUNTY ROAD NO. 12 AS DESCRIBED IN HELD BY THE BOARD WITHIN FIFTEEN ( 15 ) DAYS OF THE ISSUANCE OF SUCH NOTICE , SETTING FORTH PROPP RURAL AREAS OF WELD COUNTY MAY BE OPEN AND SPACIOUS, BUT THEY ARE INTENSIVELY 5 . THERE ARE TWO SETS OF CONFLICTING MONUMENTS AT THE E1 /4 CORNER AND SE CORNER TRANSCRIPT OF PROCEEDINGS OF BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY CAROL A . ROOF SECTION 9 THAT CAUSE TWO POSSIBLE ALIGNMENTS FOR THE EAST LINE OF SECTION 9 . IT RECORDED OCTOBER 14 , 1889 , IN BOOK 86 AT PAGE 273 WAS CONVEYED IN FEE TITLE OR THE ITEM , DATE AND PLACE OF THE HEARING , THE BOARD MAY MODIFY THE TERMS OF THE ORIGINAL USED FOR AGRICULTURE . PERSONS MOVING INTO A RURAL AREA MUST RECOGNIZE AND ACCEPT ALSO CAUSES A DIFFERENCE IN THE ALIGNMENT OF THE SOUTH LINE OF THE NE1 /4 , GRANTED AS AN EASEMENT, ACCORDING TO THE WELD COUNTY ATTORNEY, HIS OFFICE NOTICE AS TO DEFICIENCIES AND MAY GIVE AN EXTENSION OF TIME WITHIN WHICH THEY SHALL BE THERE ARE DRAWBACKS, INCLUDING CONFLICTS WITH LONGSTANDING AGRICULTURAL PRACTICES MONUMENT RECORDS ON FILE WITH THE STATE OF COLORADO TEND TO SUPPORT THE POSITION REGARDS THESE COUNTY ROAD RIGHTS - OF - WAY WERE GRANTED AS EASEMENTS FOR PUBLIC RECTIFIED . STATE OF COLORADO AND A LOWER LEVEL OF SERVICES THAN IN TOWN , ALONG WITH THE DRAWBACKS COME THE OF BOTH SETS OF MONUMENTS. THERE IS NO DISPUTE AT THE NE CORNER OF SECTION 9 . USE . PUBLIC USE COULD ALSO INCLUDE USE FOR UTILITY LINES. FOR PURPOSES OF THIS SS INCENTIVES WHICH ATTRACT URBAN DWELLERS TO RELOCATE TO RURAL AREAS: OPEN VIEWS, SEE DETAIL "A " . SURVEY THIS RIGHT- OF - WAY IS TREATED AS AN EASEMENT, 27, SECTION 27- 8 - 80 . 8 OF THE WELD COUNTY CODE - ANY PUD ZONE DISTRICT APPROVED IN A FINAL COUNTY OF ) SPACIOUSNESS, WILDLIFE , LACK OF CITY NOISE AND CONGESTION , AND THE RURAL PLAN SHALL BE CONSIDERED AS BEING IN COMPLIANCE WITH CHAPTER 24 OF THE WELD COUNTY ATMOSPHERE AND WAY OF LIFE , WITHOUT NEIGHBORING FARMS, THOSE FEATURES WHICH THE EASTERLY SET OF CORNERS APPROXIMATELY FIT THE CENTERLINE OF WELD COUNTY ROAD 10. LINEAR DIMENSIONS SHOWN ON THIS MAP ARE U . S. SURVEY FEET. CODE AND SECTION 30- 28- 101 , ET SEC. , CRS ATTRACT URBAN DWELLERS TO RURAL WELD COUNTY WOULD QUICKLY BE GONE FOREVER , NO. 7 AS IT RUNS NORTH FROM WELD COUNTY ROAD NO. 10. RUNNING SOUTH FROM WELD THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS DAY OF COUNTY ROAD NO. 10. , WELD COUNTY ROAD NO. 7 JOGS WEST ABOUT 56 FEET. THE 11 . LEGAL DESCRIPTION PREPARED BY FRANK N . DREXEL , 1500 KANSAS AVENUE , SUITE 2 - E , , A, D . , 20 , AGRICULTURAL USERS OF THE LAND SHOULD NOT BE EXPECTED TO CHANGE THEIR WESTERLY SE CORNER FITS THE APPROXIMATE CENTERLINE OF THE COUNTY ROAD GOING LONGMONT, COLORADO, 80501 ( CRS 38 - 35- 106 . 5 ) . LONG - ESTABLISHED AGRICULTURAL PRACTICES TO ACCOMMODATE THE INTRUSIONS OF URBAN SOUTH . USERS INTO A RURAL AREA. WELL- RUN AGRICULTURAL ACTIVITIES WILL GENERATE OFF - SITE 12 . OUTLOT A AND OUTLOT B ARE BEING DEDICATED TO, AND WILL BE THE MAINTENANCE CERTIFICATION DEFINED MY COMMISSION EXPIRES IMPACTS, INCLUDING NOISE FROM TRACTORS AND EQUIPMENT; SLOW- MOVING FARM VEHICLES DISTANCES SHOWN ON THE PLAT OF THE 1864 GLO SURVEY OF T1N , R68W FAVOR THE RESPONSIBILITY OF , LONGS PEAK ESTATES HOME OWNERS ASSOCIATION , INC . WITNESS M Y HAND AND SEAL ON RURAL ROADS; DUST FROM ANIMAL PENS, FIELD WORK , HARVEST AND GRAVEL ROADS; WESTERLY SET OF MONUMENTS. IT INDICATES THE DISTANCE ALONG THE SOUTH LINE OF THE USE OF THE WORDS " CERTIFY" AND /OR " CERTIFICATION " BY A REGISTERED PROFESSIONAL ODOR FROM ANIMAL CONFINEMENT, SILAGE AND MANURE ; SMOKE FROM DITCH BURNING ; FLIES SECTION 9 TO BE ABOUT 5289 ' WHICH AGREES WITHIN 19 ' OF THE MEASURED DISTANCE LAND SURVEYOR CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE AND MOSQUITOES; HUNTING AND TRAPPING ACTIVITIES; SHOOTING SPORTS , LEGAL HAZING OF BETWEEN THE SW CORNER AND THE WESTERLY SE CORNER . THE MEASURED DISTANCE TO THE FACTS AND FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION ; WAS PERFORMED BY OR NUISANCE WILDLIFE ; AND THE USE OF PESTICIDES AND FERTILIZERS IN THE FIELDS, INCLUDING EASTERLY SE CORNER IS AN ADDITIONAL 56 ' , A TOTAL OF 75' DIFFERENT. UNDER THE REGISTERED PROFESSIONAL LAND SURVEYOR IN RESPONSIBLE CHARGE ; IS BASED NOTARY PUBLIC THE USE OF AERIAL SPRAYING. IT IS COMMON PRACTICE FOR AGRICULTURE PRODUCERS TO WELD COUNTY NOTES ON THE PROFESSIONAL LAND SURVEYOR 'S KNOWLEDGE , INFORMATION , AND BELIEF ; IS IN UTILIZE AN ACCUMULATION OF AGRICULTURAL MACHINERY AND SUPPLIES TO ASSIST IN THEIR UPRR ROW MAP OF THE BOULDER - BRIGHTON BRANCH & PURITAN BRANCH FAVORS THE ACCORDANCE WITH APPLICABLE STANDARDS OF PRACTICE ; AND DOES NOT CONSTITUTE A AGRICULTURAL OPERATIONS. A CONCENTRATION OF MISCELLANEOUS AGRICULTURAL MATERIALS EASTERLY SET OF MONUMENTS , PROBABLY BASED ON THE ALIGNMENT OF THE COUNTY ROAD 1 , THE PLANNED UNIT DEVELOPMENT SHALL CONSIST OF ( 7 ) LOTS, THE PUD ALLOWS FOR GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED . (RULE 6 . 2 . 2 OF THE BYLAWS AND OFTEN PRODUCES A VISUAL DISPARITY BETWEEN RURAL AND URBAN AREAS OF THE COUNTY, GOING NORTH . HOWEVER , THEY IGNORED THE PIPE THEY SAY THEY FOUND AT THE WESTERLYRULES OF THE STATE BOARD OF LICENSURE FOR ARCHITECTS, PROFESSIONAL ENGINEERS AND SECTION 35 - 3. 5 - 102 , C . R , S. , PROVIDES THAT AN AGRICULTURAL OPERATION SHALL NOT BE SE CORNER OF SECTION 9 AND THE ALIGNMENT OF THE ROAD GOING SOUTH . APPARENT NO E (ESTATE ) ZONE USES AS SET FORTH IN SECTION 23 - 3 - 410 OF THE WELD COUNTY CODE , PROFESSIONAL LAND SURVEYORS ) FOUND TO BE A PUBLIC OR PRIVATE NUISANCE IF THE AGRICULTURAL OPERATION ALLEGED TO MONUMENT WAS FOUND AT THE EASTERLY SE CORNER SINCE NO NOTATION WAS MADE . THE AND AS INDICATED IN THE APPLICATION MATERIALS ON FILE . THE PUD IS SUBJECT TO AND BE A NUISANCE EMPLOYS METHODS OR PRACTICES THAT ARE COMMONLY OR REASONABLY MAP DOES NOTE NUMEROUS OTHER PIPES FOUND AT SECTION CORNERS. GOVERNED BY, THE CONDITIONS OF APPROVAL STATED HEREON AND ALL APPLICABLE WELD ASSOCIATED WITH AGRICULTURAL PRODUCTION . COUNTY REGULATIONS, UTILITY PROVIDERS THE POSITION OF THE 51 /4 CORNER SUPPORTS THE WESTERLY SE CORNER SINCE IT LIES NOTICE WATER HAS BEEN AND CONTINUES TO BE THE LIFELINE FOR THE AGRICULTURAL COMMUNITY. IT ABOUT 0. 6 ' WEST OF A DIRECT SPLIT BETWEEN THE WESTERLY SE CORNER & THE SW CORNER . 2 . THE SITE SHALL BE DEVELOPED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED WATER SERVICE IS AVAILABLE AND TO BE PROVIDED BY LEFT HAND WATER DISTRICT, IN THE GEOTECHNICAL REPORT AND THE RECOMMENDATIONS OF THE COLORADO GEOLOGICAL ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY IS UNREALISTIC TO ASSUME THAT DITCHES AND RESERVOIRS MAY SIMPLY BE MOVED " OUT OF SURVEY CONTAINED IN THEIR LETTER DATED AUGUST 13 , 2001 . E - MAIL DATED JULY 14, 2003 , DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT, THE WAY" OF RESIDENTIAL DEVELOPMENT. WHEN MOVING TO THE COUNTY, PROPERTY OWNERS THE POSITION OF THE C1 /4 CORNER SUPPORTS THE WESTERLY SET OF CORNERS SINCE ITS AND LETTER DATED DECEMBER 2001 . LOTS 3 THROUGH 7 ARE LOCATED IN A GEOHAZARD IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED AND RESIDENTS MUST REALIZE THEY CANNOT TAKE WATER FROM IRRIGATION DITCHES, LAKES POSITION APPEARS TO HAVE BEEN ESTABLISHED FROM THE WESTERLY E1 /4 CORNER , WHEN ZONE OVER A SHALLOW COAL MINE . MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON , LEFT HAND WATER DISTRICT DATE : OR OTHER STRUCTURES UNLESS THEY HAVE AN ADJUDICATED RIGHT TO THE WATER , USING THE WESTERLY E1 /4 CORNER , THE 01 /4 CORNER LIES ABOUT 0 . 6 ' SOUTH AND 0. 5 ' EAST OF A DIRECT INTERSECTION OF LINES EXTENDING THROUGH OPPOSING QUARTER CORNERS. 3 . INSTALLATION OF UTILITIES SHALL COMPLY WITH SECTION 24 - 9 - 10 OF THE WELD COUNTY WELD COUNTY COVERS A LAND AREA OF APPROXIMATELY FOUR THOUSAND ( 4 , 000) SQUARE THE C1 /4 CORNER ALSO FITS THE FENCES WELL AND APPEARS WIDELY USED SINCE IT IS CODE , SURVEYOR ' S CERTIFICATE MILES IN SIZETWICE THE SIZE OF THE STATE OF DELAWARE ) WITH MORE THAN THREE SUPPORTED BY CALLS IN DEEDS AND USED ON NUMEROUS SURVEYS . THOUSAND SEVEN HUNDRED ( 3, 700 ) MILES OF STATE AND COUNTY ROADS OUTSIDE OF 4 . THE APPLICANT SHALL UTILIZE WATER FROM LEFT HAND WATER DISTRICT. I , FRANK N DREXEL , A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF GAS SERVICE IS AVAILABLE AND IS TO BE PROVIDED BY KINDER MORGAN , INC . . THERE IS A STRONG FENCE LINE RUNNING ALONG THE APPROXIMATE SOUTH LINE OF THE MUNICIPALITIES . THE SHEER MAGNITUDE OF THE AREA TO BE SERVED STRETCHES AVAILABLE NE1 /4 OF SECTION 9 , THIS FENCE LINE FITS THE C1 /4 CORNER AND THE EASTERLY E1 /4 5 . A WELD COUNTY SEPTIC PERMIT IS REQUIRED FOR EACH PROPOSED SEPTIC SYSTEM AND COLORADO, DO HEREBY CERTIFY THAT THE SURVEY REPRESENTED I: THIS PLAT WAS MADE RESOURCES . LAW ENFORCEMENT IS BASED ON RESPONSES TO COMPLAINTS MORE THAN ON CORNER . SINCE THE 01 /4 CORNER APPEARS TO HAVE BEEN ESTABLISHED FROM THE SHALL BE INSTALLED ACCORDING TO THE WELD COUNTY I . S. D . S. REGULATIONS. EACH SEPTIC UNDER MY PERSONAL SUPERVISION AND CHECKING. I FURTHER CERTIFY THAT TO THE BEST PATROLS OF THE COUNTY, AND THE DISTANCES WHICH MUST BE TRAVELED MAY DELAY ALL WESTERLY E1 /4 CORNER , THE FENCE WOULD SEEM TO SKEW ANY LOGICAL SECTION LINE . SYSTEM SHALL BE DESIGNED FCR SITE - SPEGIFIG CONDITIONS, INCLUDING BUT NOT LIMITED TO, OF MY KNOWLEDGE AND BELIEF THE SURVEY AND THIS PLAT COMPLIES WITH ALL APPLICABLE KINDER MORGAN , INC . DATE : EMERGENCY RESPONSES , INCLUDING LAW ENFORCEMENT, AMBULANCE AND FIRE , FIRE MAXIMUM SEASONAL HIGH GROUNDWATER, POOR SOILS, AND SHALLOW BEDROCK , RULES , REGULATIONS AND LAWS OF THE STATE OF COLORADO, STATE BOARD OF REGISTRATION PROTECTION IS USUALLY PROVIDED BY VOLUNTEERS WHO MUST LEAVE THEIR JOBS AND FOR PROFESSIONAL ENGINEERS AND PROFESSIONAL LAND SURVEYORS, AND WELD COUNTY. THE EASTERLY E1 /4 CORNER APPEARS TO BE THE ONE USED B Y GLEN OVERTURF IN 1968 FOR FAMILIES TO RESPOND TO EMERGENCIES. COUNTY GRAVEL ROADS , NO MATTER HOW OFTEN PLATTING SCOTT'S ACRES. THE BEARING "WEST" ALONG THE SOUTH LINE OF THE NE1 /4 FITS 6 . ACTIVITIES SUCH AS LANDSCAPING ( I . E . PLANTING OF TREES OR SHRUBS ) AND CONSTRUCTION �� ,�}r «����at}�{ � THEY ARE BLADED , WILL NOT PROVIDE THE SAME KIND OF SURFACE EXPECTED FROM A PAVED A LINE TO THE W1 /4 CORNER BETTER THAN OTHER COMBINATIONS. HOWEVER , MONUMENT (I . E . AUXILIARY STRUCTURES, DIRT MOUNDS , ETC . ) ARE EXPRESSLY PROHIBITED IN THE �,� \\to REG/8 / � � ELECTRIC SERVICE IS AVAILABLE AND TO BE PROVIDED BY UNITED POWER , INC. ROAD . SNOW REMOVAL PRIORITIES MEAN THAT ROADS FROM SUBDIVISIONS TO ARTERIALS MAY RECORD BY PAUL RADASCH ACCEPTED FOR FILING ON JANUARY 2 , 1969 , INDICATES A 3/8" DESIGNATED SECOND ABSORPTION FIELD SITE . `4� ; • ' a • ' • i le NOT BE CLEARED FOR SEVERAL DAYS AFTER A MAJOR SNOWSTORM . SNOW REMOVAL FOR / c ,-r ' 11 a1:4„:3:-... Lc ROADS WITHIN SUBDIVISIONS ARE OF THE LOWEST PRIORITY FOR PUBLIC WORKS OR MAY BE REBAR WAS FOUND AT THE C1 /4 , A TRADEMARK OF OVERTURF, AND MAY BE THE STEEL PIN 7 . THE H T I T W T DISCHARGE PERMIT FROM THE WATER QUALITY L "�`� •' `i ap NOTED ON THE PLAT. TIES INDICATE THE POSITION IS THE SAME AS THE MONUMENT S ALL QB A N A STORM WATER Q SC ARGE ERM A ER cN THE PRIVATE RESPONSIBILITY OF THE HOMEOWNERS. SERVICES IN RURAL AREAS , IN MANY CONTROL DIVISION OF THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, IF FRANK N . WcL 'ULTIMATELY REHABILITATED BY THIS OFFICE . THERE WAS NO OTHER INDICATION OF CASES, WILL NOT BE EQUIVALENT TO MUNICIPAL SERVICES. RURAL DWELLERS MUST, BY REQUIRED . SILT FENCES SHALL BE MAINTAINED ON THE DOWN GRADIENT PORTION OF THE SITE COLORADO ISTEI� OESSII , L O UNITED POWER , INC. DATE : NECESSITY, BE MORE SELF - SUFFICIENT THAN URBAN DWELLERS . CONFLICTING MONUMENTS AT THE C1 /4 CORNER . DURING ALL PARTS OF THE CONSTRUCTION PHASE OF THE PROJECT. LAND SUR4- 16R14, N O. 24305 ,: . VARIOUS RECORDED EXEMPTIONS, PLATS , DEEDS, FENCES , AND MONUMENTS LOCATED IN THE �' ' • PEOPLE ARE EXPOSED TO DIFFERENT HAZARDS IN THE COUNTY THAN IN AN URBAN OR8 . IF LAND DEVELOPMENT CREATES MORE THAN A 25 ACRE CONTIGUOUS DISTURBANCE , OR DATE : m ' f + ' '� ' z SUBURBAN SETTING, FARM EQUIPMENT AND OIL FIELD EQUIPMENT, PONDS AND IRRIGATION SE1 /4 APPEAR TO SUPPORT THE WESTERN MONUMENTS. EXCEEDS SIX ( 6 ) MONTHS IN DURATION , THE RESPONSIBLE PARTY SHALL PREPARE A FUGITIVE it}� 41, Lp \. , m's` TELEPHONE SERVICE IS AVAILABLE AND TO BE PROVIDED BY CENTURY LINK . DITCHES , ELECTRICAL POWER FOR PUMPS AND CENTER PIVOT OPERATIONS, HIGH SPEED DUST CONTROL PLAN , SUBMIT AN AIR POLLUTION EMISSIONS NOTICE , AND APPLY FOR A PERMIT eft{tlttla mitt N TRAFFIC, SAND BURS , PUNCTURE VINES , TERRITORIAL FARM DOGS AND LIVESTOCK AND OPEN THE WESTERLY E1 /4 CORNER WAS ADOPTED FOR PURPOSES OF THIS SURVEY BASED UPON FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT. DoBURNING PRESENT REAL THREATS . CONTROLLING CHILDREN 'S ACTIVITIES IS IMPORTANT, NOT THE FIT OF THE S1 /4 CORNER AND C1 /4 CORNER , THE FIT OF OLD MONUMENTS AND FENCES 5IN THE SE1 /4, THE AGREEMENT OF DISTANCES BASED ON THE 1864 GLO SURVEY, AND THE 9 . DURING THE DEVELOPMENT OF THE SITE , ALL LAND DISTURBANCE SHALL BE CONDUCTED SO THAT ONLY FOR THEIR SAFETY BUT ALSO FOR THE PROTECTION OF THE FARMERS LIVELIHOOD . DEEDS & SURVEYS 'WHICH ALL SUPPORT THE 'WESTERLY SET OF MONUMENTS ALSO WEIGHING NUISANCE CONDITIONS ARE NOT CREATED IF DUST EMISSIONS CREATES NUISANCE CONDITIONS, -r ENGINEERING ` : 1500 Kansas Ave Suite 2-E CENTURY LINK DATE : .. ,. e: Dfi. PARENTS ARE RESPONSIBLE FOR THEIR CHILDREN . (WELD COUNTY CODE ORDINANCE 2006 - 2 ) IN FAVOR OF THE WESTERLY CORNERS IS THE UPRR ROW MAP SHOWING THEY IGNORED THE AT THE REQUEST OF THE WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, A C PLANNING Longmont, CO 80501 MONUMENTED WESTERLY SE CORNER IN FAVOR OF A POSITION THAT WAS NOT MONUMENTED . FUGITIVE DUST CONTROL PLAN MUST BE SUBMITTED , Tf SURVEYING a � P X03.682. 1181 = c F303.682. 1149 CC CIvILARTs FINAL PLAT PF 4 PSUSD . ( SEVEN RESIDENTIAL LOT ESTATE USES AS AMENDED 00 - 543 ) A SUBDIVISION A PART OF THE wl / 2 O THE NE1 / 4 AND THE NE1 /4 OF THE NW1 / 4 OF SECTIONTiN , R68W OF THE 6TH RM , COUNTY OF WELD STATE OF COLORADO ., AREA = 31 . 073 ACRES , MORE OR LESS . NW COR . El /2 , El /2 , TRANSCRIPT OF PROCEEDINGS NE1 /4 , N 1 /4 , SEC. 9 BOARD OF COUNTY COMMISSIONERS NOT FOUND OR SET. BK . 86 , PAGE 273 WELD COUNTY RD. NO. 12 ( SEE NOTE 9 ) ( 329 , 56 ' — DEED ) (DEDICATED AS STREET ROW) N. LINE n W1/4, SEC. 9 N 8 °4 9 0511E 32953 ' [ so 589'49 '05"W 2636 . 28 ' b , so rt, N90'00 ' 00" E 2638. 58' (BASIS OF BEARING ) oro O ro ‘ip#_ %%%.....,„A_Fin _ _ __ — — — — — -- — — — — — — — — — S89 °49 '05"W 659 . 07' 1 589'49 '05 "l 329 . 53 ' bo c� _ N94`00'00"W w 141 J. 0a' Ir rn 20' UTILITY ESMT. re) PO Pr') 0 to N $9 `49 ' 05"E 329 . 56 ' in N. LINE E1/4, SEC. 9 i 20' POINT OF BEGINNING ''I '' NW COR . SEC.C. 239 . 54 ' 00. 01 UTE N 1 4 FENCE 0. 4 1N. • O ESMT. COR . SEC. 9 � N IJ� COR. El /2, } NE COR. SEC. 9 N COR . NEV 4 , FOUND 2 - 1 /2 " PIPEc OUTLOT O T FENCE T1 N , Re8�1J , 6TH P . M . 3- 1 /4" BRASS CAP MKD . N ' 1 / 4 . SEC. NE 1 , 4 , N 1 "`4y SEC. 9 WITNESS CORNER 0 . 275 AC ± 0. 4' W. _ 00 FOUND 2 - 1 /2 " PIPE - af NOT SET. NOT SET. - } FOUND 2 1 /2 PIPE / U . S. CADASTRAL SURVEYFOUND #0 REBAR ' N $9 49 05 E 239 . 57' 60 ' 30 ' 30 . 00' 3 - 1 /4" BRASS CAP MKD . "U . S . 3- 1 /4 " BRASS CAP MKD . BUREAU OF LAND 2 - 1 /2 " ALUM . CAP MKD . 969. 57' T —I CADASTRAL SURVEY BUREAU " U . S. CADASTRAL SURVEY MANAGEMENT 1952 " 1 . 8 ' " CIVILAR TS WC 55 PLS , 2Q' 20' UTILITY & ; 35' 15' OF LAND MANAGEMENT 1952 " BUREAU OF LAND BELOW ASPH . SURFACE IN 24305 2015" 0 . 4 ' BELOW DRAINAGE ESMT. 1 . 7' BELOW ASPH . SURFACE IN MANAGEMENT 1952 " 1 . 4' MONUMENT BOX. GROUND LEVEL . I --\., MONUMENT BOX. BELOW ASPH , SURFACE IN MONUMENT BOX. : c ' Ct. I I p. RI hi '4 th 44____:). o (by Rri op mit 0) �' LEGEND w b 'r~ BUILDING J ri et ENVELOPE 0 I4 4 \ iti � AGL ABOVE GROUND LEVEL PioIC,C 1-1-.1 '1/4.0. LOT 1 0, , 0 AC ACRE O` w 2 , 589 AC in , , m `• r kw-- to w I w ALUM ALUMINUM 0 r. I0 C � � O tiw a b z w--, BGL BELOW GROUND LEVEL LA i CO I I O 'N9L___-1•E 8 7") BLM BUREAU OF LAND MANAGEMENT LIU , 0T 3 I I tai-j) —J VI CONC CONCRETECZ1 CY" 0) 4CC M w C \ PROPOSED O ° COR CORNER 'Cr FIRE HYD. 0 VI ,,,�: � ESMT EASEMENT ' Cl(I tr." WI ,/2, E ,33' 15' 60 ' 30 ' li- t.5\ �K MKD MARKED ' , z LL) NEI /4, NW7/4, f MORE OR LESSkJ 126 J . 95 0 N\Igt% \\NI SEC. 4.9n o L ,, REC RECEPTION NO. C.) f I-Lia 10 UTILITY TI CP) w a 1EtE5Mt " & DRAINAGE -�` / al �`' SEC SEO ON c hi coLiii Li r S$gt84T'E- 167. 411 N5.91;06 553"WCri ri) SF SQUARE FEET kJ � S2r 3823E FENCE SCALE : 1 " = 100 ' 20' -\ \ ivi \ 0 78. 39 ' Pon Po ,frziw �` %k ° IN RAILROAD 104 0 104 200 300 W ` . ° \ - - - DITCH OR DRAINAGE rcl- w 4 1, cff {f�� [jam_{f�}^ W .. ± 8. ' � _ —_�_.. VA- ro , , SUBDIVISION CORNED PO o to re) j wi r Q , - - ¢ o5° 20' 20' r wy0+ 0+ SET 24 " LONG #5 REBAR W/ 2 " ALUM . ♦T "1to 1 U f izo L.11PO PO cp fy .. SET CAP MKD . ' CIVILARTS PLS 24305 " FLUSH less%4S. t\%\fa; Ln `-'1 ( J 2 § Po • c\i BUILDING , - ' I5FinAI f GROUND LEVEL OR AS NOTED . CURVE TABLE - ENVELOPE f , ' iZ CURVE LENGTH RADIUS DELTA CHORD CHORD C. O , ,`s' r S89 `08 ' 23 "E FOUND #5 REBAR ' V 2 ALUM . CAP MKD . ° ,-5 ' 73 . 00' FND "CIVILARTS PLS 24305" FLUSH Cl 189 . 79 65. 00 16717 27 505'29 ' 39 " E 129 . 20 (3\ , 0 % CA 02 111 . 46 65. 00 98'14 ' 51 " S40'00 ' 57'iE 98. 30 ' ` �° GROUND LEVEL. 03 78. 33 65. 00 09 '02 ' 30 " 543°37' 47 "W 73. 67 - ' IXii FOUND #5 REBAR 12 " ALUM . CAP MKD . r ,���.�, p/ END 04 47. 21 35. 00 77°17' 27 " N39130121 "E 43 . 71 - ` 0\ 49 —c.� "CIVILARTS DREXEL PLS 24305 " FLUSH it 05 80. 19 330. 00 13°55' 2e S83°0231 8 "E 80. 00 in_ „ , - ' CAD W/ GROUND LEVEL OR AS NOTED . W E a J (� C6 30. 21 35. 00 49 '27 ' 30" 579°11 ' 39 "W 29 . 28 + - W ���/// LN69T4'o2"W , FOUND #5 REBAR W/ 2 " ALUM . CAP MKD . 07 40. 31 65. 00 35'32 ' 06 " N72 13 57 E 39 . 67 I 7. 16 ' ALOT 2 "ALBERS DREXEL 8 POHLY PLS 24305 " ' FND 08 77. 42 65. 00 72 . 92 1 + J 6 $ 14 24 S55 52 48 E CC - O FLUSH WI GROUND LEVEL OR AS NOTED , ° I W 4. 101 AC � 0 (.. �-.�` �- 09 30. 67 65. 00 SO$ 14 40 E 30. 38brik I 010 68. 42 65. 00 60°18' 28 " 535'25 ' 31 " W 65. 30 I IN + w Ic‘i Eq., 1%.) <O C11 99 . 61 65. 00 87 48 09 N 70'31311 "W90 . 14 �.r I J I NFS MONUMENT NOT FOUND OR SET, LOT I IC) 012 30. 21 35. 00 4 '27 ` 30" 551 '20 ' 51 " E 29 . 28 I O I � < ;.,, N. LINE BK. 850, REC. 1782305 � RIGHT TO CONSTRUCT & � 013 65 . 61 270. 00 13°55' 24 " 583°02118 "E 65. 45 Z o MAINTAIN DITCHES (SEE NOTE 7) te-N,* 0 ` - 'NIOVER N1 /2, N W1 /4, SEC. 9 + ; *c\i 4\0/ ± 11 . 1 ' �- _ THE DENVER LAND COMPANY 0 -� BK. 255, PG. 97 I a (SEE NOTE 7) Ra i tn i (N77'15 ' 00" w 417. 20' — DEED 4,44\. d ..01.1,1111,11I111111111/44._ •07 _ ,7s , N77'35'OO" — RE47 RE323 ) I ?2 ( ' {//// 70' , - -, 434 9 i 8, + . . . , .,. ° � ,v� �_ _ I - 57T25 ' Ol " E 414 . 27 ' o t•. • '' N . , • '.•° , -' ' i sce - _ _ I FND FOUND #5 REBAR 2 �, 4‘h% - •, - .., 0. 2 ' BGL ; �., • 7:4 , ' "' -. _ � 'R� o` ALUM . CAP MKD . "ALBERS r05 i t FENCE f 1 . E. � • Dr -� Ip - K.._ DRE DREXEL L3c POHLY VUC PLS LOT 4A o I _ _ Ni I 30 : ,. + Po c 24305" 0. 2 ' BELOW Ok - - I wpc'' . " i I _ - GROUND LEVEL . .` STAKED cv I 141 30, ' - �� ` "C\ I<VG) i i \_ ...t ble% ect -Van a • ' • . � ; ' �° `C5-1 � `' WETLANDS + + 30 ' .S 77 a j-4\- G T so 8.-1--------.-'--;----.,, x ct 4 ' 0 �'�'� L �,� '� 20 UTtiLITY & L 2 � FNDOA 2 ,' DRAINAGE ESMT. 20' 20' �~ � " o CONC. HEADGATE 81 /I "1\' Il1ttlJ111ti1�1t� I `�' p:S) CONC. HEADGATE 80 teRP%\c/ 0ON S$9 `50' 18 "V�f 300. 06 ' I - CII 182 l £ ' - ., _ r i I I 7 s ' 5 1t lei 4,6_ ; ,�r-� ul 3a HEADGATE 80 - 1 D 2p 339 °05 ' 00 " E �..JT45 w20 UTILITY T1 QDITCH EASEMENT 10 0RA/NAG/ I & \� w 0 P-1 % t 4 , EASEMENTz SW CIOR , NE1 /4 . . , 273 . 00 ' ,yin ot � I I S4 ., + \ o -� 21 .38 2.3 til .¢ N19 1 SEC. ln 4 . 997 AC c . a. . 9 I I �' L O T 2 r c0co NOT SET. � r � � � r � ��.��'2.3"F �+ � Z STAKED f kl w t 0•. i ± C)-3' E_FENCE WETLANDS , ` I 52. .3 ' w +\ e S39°05'00 "E ID o S89'50 ' 18" W 660 . 24 ' :89r50h18 ' W 330 . 124 - - - _ _ - JId E \ SEC 9 a � � \ I END DITCH ES1PIT. — I s z0 \ 6 67. 27' ° 16 0 S89D5O18tW �i S89108'23"E l I b LOT 4 49 , 45' \` , Q 0 , • \ S. LINE NE1/4, LiJ FENCE 30. 00 �c-a - \ 589 '50' 18"W 18" 1320. 48' NWT 4 SEC. 9 330 . 12 ' f0. , E. 20' 20' 0 3. 291 AC �, ` ' 33O, 16 ' — DEED es w 589 °98 '29 "E I,, elo \ FNOCA c %---4 ' G r 50I .25' sue° 10' `' ` ,,D ( yN,.(0 0 is < .� i S COR , E1 /21. , COR . Jhf E OR. N E 1 4, r4-9 od I � 1500151l'3r "w J - I ;, /��� ' BRUCE ROAD SW Y R a E i Et 2 , (0 Yx w f -----.%-N-,.,,,,1/4.: I i 1 { 9 NE1 /4, N ' 1 '4 , SEC. 9 N 11 '4, E C. i NOT SET. N E 1 '� , NW1 /4 , SEC. ALTERNATE !.-O LiS I E-47 1 c N ' '► ' ` NOT SET, FALLS IN WOOD POST FOUND #6 REBAR W/ ?� I � a, a � BUILDING I : N ' — 1 ALUM CAP MKD . N. 10' , ENVELOPEN 60' FOUND , 3 REBAR 1 . S . rr-) ,,' I i L , ,,.- _1 CIVILARTS DREXEL PLSIT) LOT .3 \ ird, _ NC-) o 24305 2004" 0. 2 ' BELOW •. ' _ �Iras `o� ' "w� - �o . N ' ` ' 0 WITNESS CORNERGROUND LEVEL . \ c i('�� {Jj z 3. 474 AC \ ��� - 67. 12' 'o - o ��FOUND I REV • f I , `"U w 4` . Y'�o- + I �`--` `iO j /� ,i, FOUND4 REBAR 0. 4 N . , s• 11\ 2 - 1 2 ALUM . CAP MKD . w �. �, \ S41 'OO' OO E +i O T 9A 0 'nl - , & 0, 1 E . Th 0 1 ,. _ "ALBERS DREXEL St POHLY w � < -�,,. I Co ''' 516i0 ' NS ° ,P I rr,,,, � _ _ _ WC PLS 24305 2002 " 0. 1 ' J \ � . �' mss , ,, 3 . 353 Ac ` '3/4Q \irm, <<" ti BELOW GROUND LEVEL 5 . 00 ' _ , . , r 1! , 0,9- , 7 ar EAST AS WITNESS CORNER . I D e4 J 1 \ I a � su s ` � -v, \ � /C' 4(t- / a, BUILDING r •• ENVELOPE ? r ; I I Cc et . \ , C L (SEE SHEET ,3) Do 5 CNI (1/419V ENGINEERING e 1500 Kansas Ave„ Suite 2-E Don PLANNING ong rnont, SURVEYING a � 03.632. 1131 U CIVILARTS F303.682. 1149 FINAL PLAT , PF 543 SHEET 3 OF 3 PSUSD . ( SEVEN RESIDENTIAL LOT ESTATE USES AS AMENDED 00 - 543 ) A SUBDIVISION A PART OF THE wl / 2 O THE NE1 / 4 AND THE NE1 /4 OF THE NW 1 / 4 OF SECTIONTiN , R68W OF THE 6TH RM , COUNTY OF WELD STATE OF COLORADO . AREA. _ 31O73 ACRES , MORE OR LESS . LEGEND LEGEND AGL ABOVE GROUND LEVEL - - DITCH OR DRAINAGE (SEE SHEET 2) AC ACRE SUBDIVISION CORNER Q- _ • � / , 1 OVER N1 2 NUU1 �, SEC. 9 � + / e....) e \f‘a ± 11 , 1 ' --M1 �- THE DENVER LAND COMPANY O ALUM ALUMINUM SET 24" LONG #5 REBAR W/ 2 " ALUM . BK. 258, PG. 97 I 0 (SEE NOTE 7) \* � ` - ` � - I + - (N77'15100" W 417 . 20' - DEED / 44 & SET CAP MKD . "CIVILARTS PLS 24305" FLUSH -BGL BELOW GROUND LEVEL V� GROUND LEVEL OR AS NOTED . ��°��� ,� ` .� - - _ ��'2�so �, � N77'35'00"W- RE47 & RE323) BLM BUREAU OF LAND MANAGEMENT r a 4 � ,- _ - _ - 577 °25 ' Ol " E 414 . 279 CONC CONCRETE FND FOUND #5 REBAR W/ 2 " ALUM . CAP MKD . I I � , $ - _ _ _ _ I ' END CI VILAR TS PLS 24305 " FLUSH �, - 6- 4 - - , FOUND #5 REBAR W/ 2 " CA P 1 _ 0. 2 BCL ,7f ALUM . CAP MKD . ALBEIS COR CORNER GROUND LEVEL . ( , l tiFENCE +1 .1 } ear ,. L9Ri Ti �- I R, E. /1-0/ aN DREXEL POHLY ' C PLS A LOT 4A ESMT EASEMENT FOUND #5 REBAR W/ 2 " ALUM . CAP MKD . 30 -I'S f 60 24305" 0. 2 ' BELOW \,..) i _Ce) .A, _ _ I - N. F _NQ CIVILARTS DREXEL PLS 24305" FLUSH r �, ` ; _ _ - GROUND LEVEL . IC\ fiNisi MKD MARKED CAD WI GROUND LEVEL OR AS NOTED . - STAKED I8 } o - - WETLANDS _ ~ + i 30 k 877. DiTC}-1l\A TE -'- -- i - / 7. Xi& 8p ± MORE OR LESS cN 20' I - 5 01 " SEME & 81 - - _ 25. , FOUND t bk 5 REBAR W/ 2 " ALUM . CAP MKD . 1 �� .�" 20' UTILITY & , ( t - F(� ( 0A REC RECEPTION NO. END " ALBERS DREXEL St POHLY PLS 24305" 2D' DRAINAGE ESMT. 2p° + 20' ' � CONC. HEADGATE To /9,1\4411N, vcCr FLUSH W/ GROUND LEVEL OR AS NOTED . L _I _[ - - - I I p c s77°25 ,0 ,. CONC. HEADGATE o „ i a O SEC SECTION N S89•5018 1 300 . 061 • I - - `� I \ 782g5Jo 'qv' \i' ici 30' HEADGATE 80 --� � 0' HrN 20' � L O T 43 < 0 SF SQUARE FEET ,�. NFS MONUMENT NOT FOUND OR SET. w t 20 UTILITY DITCH EASEMENT CrO DRAI/v4l um , & �` , 539 °05 ' OO " E w 0 ~ ~ EASEMENT z N } < S FENCE - - . + ' . 10 - -Lo SW COR. NE1 /4 , 2 OUTLOTA I I '' s o SEC. I I RAILROAD _Tel �9, r ¢ �1 �, ��, ;� s: R N ' 1 4, 997ACN N r _ 7 . o I o w Q NOT SET. O ,_ z c!! t ,521�38123"E j ' 0 �s \ 75. 39 O U STAKED w <ki ., x FENCE WETLANDS S , J52. 3O ` )- w . r ~ 1 7! ! 330 . 12 ' \ y 539°OS'OO "E i_ 0 - - - - - - ±0-3' E. - - _ - - + J N50'55'00"E - - - 889501 $ W 660 . 24S89'50 ' 18"W _ � '�' 9 . (,) o ,, a L,_ • 'Irrithibt. I E � �DITCH ESMT. z \ 67. 27' o O r rr �. O S89 °50' 18 " W s89°08 2,3 F ;� I L O T 4 49 . 4 B \` 0 �,, 889 '50' 1 $"I�4f 1320. 4$' '. L 11�E JET/4, w w FENCE • • .30. 00 7 •o (E) „� , NW1/44,/�, Oz 330 . 1 33012 ± oti3 E. 20' 20' 3. 291 AC • f,�. N I W ( 330. 16 ' — DEED ) 203 r FNDCA . -, o o,� z � Fin ss� °08 '29"F �, �+ ,' �, � < cN 4I o 0 ` Qom, ;', \ \ 0 `fie 'CP cS COR . Jj�f • r ^ r SW E1 f� , I I oo° � ' q " • 4J NJ I I 6(��IR • i Y 1 1 _ E COR. NE1 /4, „Hi 7 , I �1iec? \ 0 C BRUCE 7 N SW COR . E } E , ,� , _ 4,3 15 I I ` 9 to NE1 /4, NW1 /4 , SEC. � ��"'+� � � SEC. 10' `, I it i NOT SET. NE1 /4 , N , SEC. i �. ALTERNATE �' \ •,, , NOT SET, FALLS IN WOOD POST FOUND REBAR o ' BUILDING I • ti � \ ` ,, 10 10 , ENVELOPE �'` � , Cal FOUND #3 REBAR 1 . 1 S . 2 _ 1 /217ALUM . CAP MKD . �, r i ti N Qom, 60 ' _ '� \ SEC. " CI VILAR TS DREXEL PLS , {� J f�J/ NE COR . E V. J fly`' ' ,,r� a f fed ' it 24305 2004" 0 2 BELOW ,, - -1..- _. , j8•9808'29 "W , �'� 0 WITNESS CORNERa `., .� - - - - - ' 1 \ - N N 'C FOUNDBRASS 2 - 1 /2 " PIPEIGROUND LEVEL. ~ �' \ �` � ' 'a� 3. 474 AC .. o , o N 0 ,'�- 1 ,f 4 CAP MKD. FOUND REBAR (.7 . :� ,o + •, o, \ oy 'X\ kotC? I "U . S. _ FOUND #4 REBAR 0. 4 'N . 1 � �s- , / 541 'OO ' OO " E CADASTRAL SURVEY 2 112 ALUM . CAP MKD . , £,, › w1 �`,, , , I LOT BUREAU OF LANDI ALBERS DREXEL 84 POHLY7 c 0. 1 'E . JCS \ - w in Z � ' L dT . 0 X16 . 10 ' '` , JV&9 °08'29 "4 ' r '' 3 . 353 AC ' I ' ,r MANAGEMENT 1952 " 1 , 4 WC PLS 2 4305 2002 " 0. 17 J o i' 82 J8` ` ,s , L0 i \ BELOW ASPH . SURFACE IN BELOW GROUND LEVEL 5 . 001 a . . . 589°0829p o, `"� I MONUMENT BtC. I \ r o N 517 r , \ , EAST AS WITNESS CORNER . ' � (.P 1 ; _ ,, . 65. 49 ' - - -'3 -92' N 0 , \ £3 ) i _ \ BUILDING SI " + '` \ ' ' (sZas Q ENVELOPEiic ' `� pa • s tinVssi �\\ r889 °O8'29'TEd IL ' , o ? % \ \ 0....1 \ 07\� 72. 44 ' � -� � + I r. � I :2- 'en - I 30 ' r< s\ 1 � �- , o � a N LOT 8 ' i S (I kJ a- f -C NJ8°32'OQ'TE 20' 201 - . , n ui I , 32, 77 + \ I si 51,.' N8,9 °08'2.9"W 157, 45 \ >7. cS \O� �Q • \ \ isS, \ r BUILDING c7, - ° ° N • I ki - % - • c� 9-6 \f 20' UTILITY & �� •� ENVELOPE 4- N89 0829 W : _. ,� I .„,s \ _ �, DRAINAGE 1 ' 97. 92 , , , FNDCA +. A....)/Th. E 1 C0R . SEC. \ - \ o ESMT BUILDING i i moo , 800 { 00 E ,�,o + 0606 ' OO " E c�- . ENVELOPE r FOUND REBAL9-5 R , , � , 1 {�° rill 844 °08'29 "F , y, 50 . 42 ' . ' 2 - 1 /2 " . N\ ALUM . CAP c \ '+ ) ,{� a <S 84. ° � . 39S3590‘.5412'0' 39 51 OO W SEI/4, NWI/4, f N59 °08 '29 ''IN '�• N + 589 °08'29 "E � 1 ' t,.JMKD . ALBERS DREXEL �- CC \ �' L= 31 .42 POHLY PLS 24305 ,° �` ° - - 166 . 35'— -- - N76 `04 ' 36 " '+ f7o. o ' 1 SEC. . w �, t , 54523 00 R= 20,OO' ) �,,,,, \ o a �S 2 5. 6 2 5 2 . 7 4 t t: D- 0'OO'O0„ p \ r p ` OT1L} 7 FN B A CH=N45°00'00'1E 2000 " 0 . 5 ' BELOW [ N N89 0$ 29 W � � _ o ASPH . SURFACE IN „ i r•. \ 7 �� , � ' & 28.2$' s , gft4 N PROPOSED ,, T N90`00'0 0 1N FENCE MONUMENT . I 1 — — l�V / _ �, '° �!. (`,� ! FIRE H YD. f i r a FOUND 1 - 1 /2 BRASS r"} c ¢ N89 '08' 29 "W o ,3, , -� 63 . 35 �, JSO ' FNDCA N . OF RODU 60 ' • 'CAP IN MONUMENTCO c1l — } `� + 4; — — — 328, 07 — REPEAT) 1D' • . . Ni I + .� , '/ °�} i , a,71 1 f '� i n • ' 0 . 1 AGL N90°00'00"V�1 28. 14' Ike B 11 . 8 ' S. V6 25 . 6 ' E . �� / S8� IICJ L 1 ° + b • + Yf 4•• I" - + • �' I Li / ---- `- N90•00)00 "E t) (SEE NOTE 5) t - '� / 20° UTILITY • - -- � _ ` I Lei to .t ~�% BUILDING & DRAINAGE ,3 '' t[y 71 19 �'"r a PROPOSED PO �' '� ENVELOPE ' ' r , N90`OO'00"E440-7 (La' D FIRE HYD. Ne) - - - ~ `- O '�• ESMT. , / -� # 0 ' ° ' 73 , 73' I 885°19'37"E " — � , / �� �` . °�� u� • ri 28. 22' SCALE : — . / N89 °O8'29"Irl 215. 56 ' 'p, 3 " / / % 15' um_ - r \ / ° c) D A I /FY � j LA 4 GE 0 J �G FEN C E 100 0 100 200 30D -� i,,,. 30 ' I* � N . OF ROW U) - x , .,� /� 827'5,x' 36 " • � PEAK , c,_to ip I ` �' ° 72 . 49 ' p PER COT 5' AC 'E.I , UILDING ,, � FIRST 'EPLA TENVELOPEp� , g3, `� ij1s z I i , - ,� ,` `�' 4 . 17 SAP PER SCOTT S ACRES I a ILij ao ,,� CURVE TABLE Rio , �,. / ,,, , 3 . 90 ' GAP PER SCOTT'S O u) h - w Q , (3 < DETAIL ` ' CURVE LENGTH RADIUS DELTA CHORD CHORD )- J � o f , j ACRES 1ST RPLT to Cl 189 . 79 65. 00 167°17' 27 " 505'29 ' 39 " E 129 . 20 '- w t - - �' /Inn) � � • z SCALE : N TS II J `� oYL)a- tx f 02 111 . 46 65. 00 98'14 , 51 " 840'00 ' 577, E 98. 30 _ — � O LOT 7 lV89 °0 '29"W ; ` ' S4523' OO " W• I0w I K 03 78. 33 65. 00 69 '02 ' 36 " 543'37' 47 "W 73. 67 N. a . . 3. 220 AC ' 3. 404 AC ,, 471 . 40 '1 kJ siz, an C4 47. 21 35. 00 77°17' 27 " N39 30 21 E 43 . 71 N 082 Er88 E , t:7:7'. / - I c 05 80. 19 330. 00 13°55' 24 " S83°0211 $ E 80. 005 Or 505 °1 �. � � , - r X1 45 w � �o � I I >.,. ,, 0 �h C6 30. 21 35. 00 49 '27 ' 30" 579 '11 ' 39 ';l�lf 29 . 28 + 162. 51 ,�; ALTERNATE 6' ri 12. 94 ' a 4 1 , - r BUILDING 0,,, 1/ 1 I 07 40. 31 65. 00 35'32 ' 06 " N72 13357 "E 39 . 67 ' ;wig ENVELOPE / FND 9:0) I ' 08 77. 42 65. 00 68°14' 24 " 555'52 ' 48" E 72 . 92 ' ' � ` ` ,1 �� •f 0. 2 ' `� ,w �, . '� _ I C9 30. 67 65. 00 27°01 ' 53 " 508°14' 40 "E 30. 38 o; �' � '. � '' / 7 BGL riv Oar / IC)° 7 ,7 I ALTERNATE o � I °Df f '" , BUILDING (2- 1\ / O'S o010 68 42 65. 00 60 1S 28 835 25 31 W 65 30 � , ° Cl 1 7, ,7 ENVELOPE 10' _ '•--I G C� 4 / t,} I 99 . 6 65. 00 87 48 09 N70.31 ' 11 W 90 . 14 ;.,, � 0 f . 012 30. 21 35. 00 4 7 , 7, 29 . 28 1 9 2 30 551 '20 ' 51 " E � , ./'SCJ ,}�jy t}�{ jj,j) SE COR . SEC. 013 65 . 61 270. 00 13°55' 24 " 583°02 ' 18 "E 65. 45 7) ,- '. Ito) _ , -� " I II, 217 . 00 ' FOUND REBAR o' J .� ,,. u9 2 - 1 /2 ALUM . CAP /} S ,o i,, : °' % Ce) END I MKD . GEO SURV LS I . - ' c�'` 11 y��}1,1 ti 11 I I 1!1 Jl,�f�f} � _ � � � �' -s . / ,, ; r p ,,,� 2 0CCG I\ 2097 1994" 0. 2 ' �+ � �� ; �, r - � ,\ # �, r - � ' 0 BELOW ASPH . �� - ' �� \ � ° . . . . ' E SURFACE INI �,. ire \,� N . z .- , CP OUS lac) e. MONUMENT BO $ � • ' , -iscep FOUND #4 REBAR IN , -�' •� d' -St /ie--- ; x - S59 .28i00 " W MONUMENT BOA -1 ' 2 • '°c _ in 4 V . } 0 , 3'N , Se 56 . 1 'E . • . " : : ' ... ' r � E 1 COR . SEC. (SEE NOTE NB9° 21 E •.•. °a,4 Z X2O, * o.. FOUND 6 REBAR WI 2 - 1 2 " ALUM . °$ - ' "% • CAP MKD . "ALBERS DREXEL Sz I END C W1 /4 COR. SEC. 9 /41414 L 1 ' N� r POHLY PLS 24305 2000" 0. 5' BELOW S07 °54 ' OO " w ASPH . SURFACE IN MONUMENT BOX. f�" a, � ,� C1 4 COR . SEC. 9 �1 ci ci FOUND„ #6 REBAR W/ FOUND #6 REBAR W/ FOUND 1 - 1 /2 " BRASS CAP ,IN 136 . 25 '2 - 1 12 ALUM . CAP MKID , 2 - 1 /2 " ALUM . CAP MKD . 20' 1a' COMMUNICATION EASEMENT MONUMENT BOX 11 . $ S. SC 25' 6 E . Lc " POWERS ELEVATION CO INC SW COR. E 1 4 , "ALBERS DRE EL SC POHLY 30' I THE MTN. STATES TEL ec TGRPH CO. ( SEE NOTE 5 & DETAIL " A" ) a' LS 23501 " 0. 3' BELOW ASPH . I _ 2° S. LINE EI/4, SEC 9 a II SURFACE IN MONUMENT BOX. NW1 /4, SEC. PLS 24305 2000" 0. 1 ' QEEE 10' NOT SET. BELOW GROUND LEVEL . I C" CNI . / 7 FENCE ±0. 5 •UV. ._ ilb ill1255. 003 \- 4Q 589 '51 ' 30" W 1322 . 81 rn cl 4, - - - - - - - - - - 1SW TEND - - - 889"50' 03" 2647. 90' - - - a 2'645 . 62 ' CAD ,1 ' - 589 -51 ' 30" W `. LINE NWI/4, SEC. 9 �, w (N895443W 2673. � � COR . ) 54 ERLY E1 �• COR TO C1 4 � � a � 03 " W (589`58' 26 "W 5319 . 1 5 - ERLY E1 /4 COR TO W1 /4 COR . ) r� r z ' ( SEE NOTE 5 DETAIL "A" ) Do 5 • ' �, y.,(NiCD if ;r ENGINEERING a 1500 Kansas Ave„ Suite 2-E 00 Don C N J ' ,3f r '�,, (k \,.. t ii,/fr Longmont, CO 80501 I . _�,jR " SURVEYING a � P 303.682. 1131 CC I I L {1 F 303.682. 1149 FI i - :
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