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HomeMy WebLinkAboutMONTAVA - PHASE D INFRASTRUCTURE - BDR240010 - SUBMITTAL DOCUMENTS - ROUND 1 - Subdivision Plat Z O H � � Z � O � (n w > � W PARCELS OF LAND LOCATED IN A PORTION OF SECTION 32 AND SECTION 33, TOWNSHIP 8 NORTH, � RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. � ��� � o ���� � ��„1' m �''� '1,� DRAWN PROJECT BRB CHECKED STATEMENT OF OWNERSHIP AND SUBDIVISION SURVEYOF�S STATEMENT �I APPLICANT AND OWNER PLANNINC3 APPROVAL• DAP �1���1 ❑ LOCATION MONTAVA DEVELOPMENT & KNOW ALL PERSONS BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNERS OF THE FOLLOWING I, STEVEN PARKS, A LICENSED PROFESSIONAL LAND ���� � CONSTRUCTION LLC BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES THE CITY OF FORT DESIGNED DESCRIBED LAND: SURVEYOR IN THE STATE OF COLORADO, DO HEREBY 430 N. COLLEGE AVE, SUITE 410 COLLINS, COLORADO, THIS BRB STATE THIS SUBDIVISION PLAT WAS PREPARED FROM AN FORT COLLINS, CO3 80524 FILENAME TWO PARCELS OF LAND LOCATED IN SECTIONS 32 AND 33, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE ACTUAL SURVEY UNDER MY PERSONAL SUPERVISION, Z PHONE:(512)-507-5570 DAY OF . A.D. 20_ 0009_Plat Cover_Infra 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO, WHICH CONSIDERING THE EAST LINE OF THE SE TMAT THE MONUMENTAl10N AS INDICATED HEREON WERE o FOUND OR SET AS SHOWN, AND THAT THE FORGOING � ���� ENGINEER QUARTER OF SAID SECTION 32 AS BEARING N 00'33'45" W, AND WITH ALL BEARINGS CONTAINED HEREIN � PLAT IS AN ACCURATE REPRESENTAl10N HEREOF, ALL � TST INC. CONSULTING ENGINEERS DIRECTOR OF PLANNING RELATIVE THERETO: C� N THIS TO THE BEST OF MY KNOWLEDGE, INFORMATION � PARCEL #1: AND BELIEF. � 11�� � 748 WHALERS WAY, SUITE 200 MOUNTAIN VISTA DR FORT COLLINS, Co, 80525 APPROVED AS TO FORM. CITY ENQINEEF� COMMENCING FROM THE SE CORNER OF SECTION 32, THENCE N 44'42'34" E A DISTANCE OF 70.38 FEET TO THE PHONE: (970� 226-0557 � BY THE CITY ENGINEER OF THE CITY OF FORT COLLINS, COLORADO, POINT OF BEGINNING. � SURVEYOR THIS DAY OF . A.D. 20 THENCE N 0�33'45" W A DISTANCE OF 2075.45 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT WHOSE w STEVEN PARKS, PLS RADIUS POINT BEARS S 70�24'43� E, HAVING A RADIUS OF 73.49 FEET, A CENTRAL ANGLE OF 44�48'24" AND AN STEVEN PARKS Z 1111 DIAMOND VALLEY DR, SUITE 104 ARC LENGTH OF 57.47 FEET; THENCE N 64�23'33" E A DISTANCE OF 16.88 FEET; THENCE ALONG THE ARC OF A COLORADO PLS � � MAJESTIC SURVEYING, LLC CURVE TO THE RIGHT WHOSE RADIUS POINT BEARS S 25"36'27" E, HAVING A RADIUS OF 123.50 FEET, A CENTRAL w PHONE: 970 833-5698 CITY ENGINEER ANGLE OF 12"37'02" AND AN ARC LENGTH OF 27.20 FEET; THENCE N 3"44'45� W A DISTANCE OF 87.17 FEET; NOTICE: ACCORDING TO COLORADO LAW, YOU MUST m � � THENCE ALONG THE ARC OF A CURVE TO THE RIGHT WHOSE RADIUS POINT BEARS N 12�48'56" E, HAVING A RADIUS COMMENCE ANY LEGAL ACT10N BASED UPON ANY �� � � � OWNER OF 67.00 FEET, A CENTRAL ANGLE OF 42�49'29" AND AN ARC LENGTH OF 50.08 FEET; THENCE ALONG THE ARC OF DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER A CURVE TO THE RIGHT WHOSE RADIUS POINT BEARS N 55�38'25" E, HAVING A RADIUS OF 109.00 FEET, A CENTRAL YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY � � , � MONTAVA PARTNERS LLC ANGLE OF 71�51'58" AND AN ARC LENGTH OF 136.72 FEET• THENCE ALONG THE ARC OF A CURVE TO THE RIGHT ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY � o � ��� Q � A COLORADO LIMITED LIABILITY COMPANY WHOSE RADIUS POINT BEARS S 52�48'43" E, HAVING A RADIUS OF 277.26 FEET, A CENTRAL ANGLE OF 14�58'08" BE COMMENCED MORE THAN TEN YEARS FROM THE Q DATE OF THE CERTIFICATION SHOWN HEREON. � � AND AN ARC LENGTH OF 72.44 FEET; THENCE N 20�41'45" W A DISTANCE OF 101.61 FEET; THENCE S 71"24'S1" W A BY: PRINTED NAME: DISTANCE OF 10.08 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT WHOSE RADtUS POtNT BEARS N VINE DR 13�10'49" W, HAVING A RADIUS OF 28.50 FEET, A CENTRAL ANGLE OF 79�54'04" AND AN ARC LENGTH OF 39.74 � �' �� BY� FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT WHOSE RADIUS POINT BEARS N 66�43'16" E, HAVING A T RADIUS OF 223.50 FEET, A CENTRAL ANGLE OF 11�11'58" AND AN ARC LENGTH OF 43.69 FEET; THENCE N 0�33'45" VICINITY MAP STATE OF COLORADO ) W A DISTANCE OF 15.63 FEET; THENCE N 0�35'37" W A DISTANCE OF 2582.90 FEET; THENCE N 89�47'37" W A NOT TO SCALE ) SS DISTANCE OF 100.01 FEET; THENCE S 0�35'37� E A DISTANCE OF 2205.63 FEET; THENCE S 89�25'19" W A DISTANCE BASIS OF BEARINGS COUNTY OF LARIMER ) OF 7.37 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT WHOSE RADIUS POINT BEARS S 0�34'41� E, THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF HAVING A RADIUS OF 245.00 FEET, A CENTRAL ANGLE OF 52"26'S5" AND AN ARC LENGTH OF 224.27 FEET; THENCE TME EAST LINE OF THE SOUTHEAST QUARTER OF SEC110N 32, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN IS ASSUMED TO BEAR N 00'33'45" W A DISTANCE OF 2642.14 S 36"58'24" W A DISTANCE OF 503.12 FEET; THENCE S 53�01'36" E A DISTANCE OF 342.00 FEET; THENCE S FEET, BEING MONUMENTED ON THE NORTH BY A 3-1/4" BRASS CAP IN MONUMENT BOX L.S. 15278 AND ON THE SOUTH BY A 2-1/2" ALUMINUM CAP MARKER L.S. 17497 IN MONUMENT BOX. 2024 BY AS OF MONTAVA DEVELOPMENT, LLC, A W 36�58'24" W A DISTANCE OF 26.91 FEET; THENCE S 38"47'35" E A DISTANCE OF 328.71 FEET; THENCE S 51�12'25" COLORADO LIMITED LIABILITY COMPANY. � W A DISTANCE OF 65.00 FEET; THENCE S 38�47'35" E A DISTANCE OF 56.00 FEET; THENCE S 51�12'25" W A NOTICE OF OTHER DOCUMENT& Z DISTANCE OF 7.00 FEET; THENCE S 0�33'45" E A DISTANCE OF 253.69 FEET; THENCE S 51�12'25" W A DISTANCE OF WITNESS MY HAND AND OFFICIAL SEAL. O � 28.00 FEET; THENCE N �38n 47'35" W A DISTANCE OF 214.28 FEET; THENCE S 51�12'25� W A DISTANCE OF 303.00 ALL PERSONS TAKE NOTICE THAT 11�iE OWNER HAS EXECUIED CERTAIN DOCUMENTS PERTAINING TO THIS DEVELOPMENT WHICH CREATE CERTAIN RIGHTS AND OBLIGATIONS OF THE DEVELOPMENT, THE � � FEET; THENCE S 38 47 35 E A DISTANCE OF 326.00 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT OWNER AND/OR SUBSEQUENT OWNERS OF ALL OR PORTIONS OF THE DEVELOPMENT SITE MANY OF WHICH OBLIGATIONS CONSTITUTE PROMISES AND COVENANTS THAT ALONG WITH THE OBLIGAl10NS U WHOSE RADIUS POINT BEARS S 51�12'25" W, HAVING A RADIUS OF 305.00 FEET, A CENTRAL ANGLE OF UNDER THIS PLAT, RUN WITH THE LAND. THE SAID DOCUMENTS MAY ALSO BE AMENDED FROM T1ME TO T1ME AND MAY INCLUDE, WITHOUT LIMITATION, THE DEVELOPMENT AGREEMENT, SITE AND NOTARY PUBLIC � 15 38 36 AND AN ARC LENGTH OF 83.27 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT WHOSE RADIUS LANDSCAPE COVENANTS, FINAL SITE PLAN, FINAL LANDSCAPE PLAN, AND ARCHITECTURAL ELEVATIONS, WHICH DOCUMENTS ARE ON FILE IN THE OFFICE OF THE CLERK OF THE CITY AND SHOULD BE > � � POINT BEARS S 9�03'46" E, HAVING A RADIUS OF 640.00 FEET, A CENTRAL ANGLE OF CLOSELY EXAMINED BY ALL PERSONS INTERESTED IN PURCHASING ANY POR110N OF THE DEVELOPMENT SITE. MY COMMISSION EXPIRES: 9�03'47" AND AN ARC LENGTH OF 101.24 FEET; THENCE S 89�59'26" E A DISTANCE OF 119.98 FEET; THENCE S Q � W 0�33'45" E A DISTANCE OF 1287.02 FEET; 11-IENCE S 89�57'58" E A DISTANCE OF 50.00 FEET; THENCE N 89�58'56" AITORNEY'S CERTIFICATE: OWNER M � > E A DISTANCE OF 50.00 FEET; TO THE POINT OF BEGINNING. V�� O I CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN DULY EXECUTED AS REQUIRED PURSUANT TO SECTION 2.2.3(C)(3)(A) THROUGH (E) INCLUSIVE OF THE LAND USE CODE OF THE CITY OF FORT COLLINS MONTAVA DEVELOPMENT & CONSTRUCTION LLC a (WHICH ABOVE DESCRIBED PARCEL CONTAINS 991,346 SQUARE FEET OR 22.76 ACRES, MORE OR LESS) AND THAT ALL PERSONS SIGNING THIS SUBDIVISION PLAT ON BEHALF OF A CORPORATION OR OTHER ENTITY ARE DULY AUTHORIZED SIGNATORIES UNDER THE LAWS OF THE STATE OF COLORADO. THIS A COLORADO LIMITED LIABILITY COMPANY � � � CERT1FICATION IS BASED UPON THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO AS OF THE DATE OF EXECUT10N OF THE PLAT AND OTHER INFORMAT10N DISCOVERED BY ME vl PARCEL #2: THROUGH REASONABLE INQUIRY AND IS LIMITED AS AUTHORIZED BY SECTION 2.2.3(C)(3)(F) OF THE LAND USE CODE. gY: PRINTED NAME: � � � COMMENCING FROM THE EAST 1/4 CORNER OF SEC110N 32, THENCE N 82'42'12" W A DISTANCE OF 497.24 FEET TO � � THE POINT OF BEGINNING. ATTORNEY DATE NOT�CE BY' � (NAME) STATE OF COLORADO � SS � � � THENCE N 53�01'36" W A DISTANCE OF 340.97 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT WHOSE ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS � � RADIUS POINT BEARS N 36 58 24 E, HAVING A RADIUS OF 560.00 FEET, A CENTRAL ANGLE OF ADDRESS: AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE COUNTY OF LARIMER 9�53'53" AND AN ARC LENGTH OF 96.74 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT WHOSE RADIUS � � Z W OWNERS OF SAID PROPERTY EITHER INDIVIDUALLY OR COLLECTIVELY THROUGH A PROPERTY OWNERS ASSOCIATION IF O � POINT BEARS N 59�26'14" W, HAVING A RADIUS OF 118.00 FEET, A CENIRAL ANGLE OF 139�32'27� AND AN ARC REGISTRATION NO.: APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGAl10N OF OPERATION, MAINTENANCE OR � THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF LENGTH OF 287.38 FEET; THENCE N 38�47'35" W A DISTANCE OF 418.99 FEET; THENCE S 51�12'25" W A DISTANCE RECONSTRUC110N OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CIN HAVE ANY OBLIGATION TO ACCEPT Q OF 200.00 FEET; THENCE S 38�47'35" E A DISTANCE OF 877.50 FEET; THENCE N 36�58'24" E A DISTANCE OF 59.37 SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. 2024 BY AS OF MONTAVA DEVELOPMENT, LLC, A � � FEET; THENCE S 53�01'36" E A DISTANCE OF 257.00 FEET; THENCE N 36�58'24" E A DISTANCE OF 186.00 FEET; TO COLORADO LIMITED LIABILITY COMPANY. THE POINT OF BEGINNING. � NOTES: WITNESS MY HAND AND OFFICIAL SEAL. (WHICH ABOVE DESCRIBED PARCEL CONTAINS 234,027 SQUARE FEET OR 5.37 ACRES, MORE OR LESS) 1. FOR ALL INFORMATION REGARDING EASEMENTS, AND RIGHTS-OF-WAY TST INC. AND MAJESTIC SURVEYING, LLC RELIED ON T1TLE COMMITMENT N0. PREPARED BY FIRST AMERICAN HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED INTO LOTS, TRACTS AND STREETS AS T1TLE INSURANCE COMPANY, DATED . 2024. THIS SURVEY DOES NOT CONST1TUTE A T1TLE SEARCH BY MAJESTIC SURVEYING, LLC OR TST INC. SHOWN ON THIS PLAT TO BE KNOWN AS MONTAVA PHASE D INFRASTRUCTURE, SUBJECT TO ALL EASEMENTS AND NOTARY PUBLIC RIGHTS-OF-WAY NOW OF RECORD OR EXISTING OR INDICATED ON THIS PLAT. 2. THERE SHALL BE NO PRIVATE CONDITIONS, COVENANTS OR RESTRICTIONS THAT PROHIBIT OR LIMIT THE INSTALLAl10N OF RESOURCE CONSERVING EQUIPMENT OR LANDSCAPING THAT ARE ALLOWED BY SECTIONS 12-120 - 12-122 OF THE CITY CODE. MY COMMISSION EXPIRES: DESCRIPTION OF LAND USE SIZE(AC.) PERCENTAGE O&M RESPONSIBILITY 3. PER C.R.S. 38-51-106, "ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37/12 U.S. SURVEY FEET, EXACTLY ACCORDING TO THE NATIONAL ACKNOWLEDOED AND AOREED TO BY (/)TOTAL INSTITUTE OF STANDARDS AND TECHNOLOGY. MONTAVA METROPOLITAN DISTRICT N0. 1, TRACTA OS, PA, DE, UE 1.08 3.83% MONTAVA METRO DISTRICT 4. MONTAVA SUBDIVISION PHASE D INFRASTRUCTURE IS LOCATED WITHIN THE MONTAVA PUD MASTER PLAN AND MONTAVA PUD OVERLAY, ODP 180002 APPROVED PURSUANT TO ORDINANCE N0. 014, QUASI-MUNICIPAL CORPORATION AND POLITICAL SUBDIVISION OF THE STATE OF COLORADO TRACT B OS, PA, DE, UE 0.81 2.89% MONTAVA METRO DISTRICT 2020, RECORDED JUNE 4, 2020 AT RECEP110N #20200039330 IN THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO. TRACTC OS, PA, DE, UE 0.50 1.78% MONTAVA METRO DISTRICT 5. MONTAVA SUBDIVISION PHASE D INFRASTRUCTURE MAY BECOME SUBJECT TO THE CONSOLIDATED SERVICE PLAN FOR MONTAVA METROPOLITAN DISTRICT NOS. 1-7 APPROVED BY RESOLUTION 2018-083. BY: PRINTED NAME: _ _ TRACT D DE, UE, FUTURE DEVELOPMENT 2.98 10.59% MONTAVA METRO DISTRICT TRACT E OS, PA, DE, UE 1.85 6.59% MONTAVA METRO DISTRICT 6. MONTAVA SUBDIVISION PHASE D IS SUBJECT TO THE DEVELOPMENT AGREEMENT TO SECURE PUBLIC BENEFITS FOR MONTAVA PLANNED UNIT DEVELOPMENT MASTER PLAN APPROVED BY RESOLUTION BY: PRESIDENT OF THE DISTRICT TRACT F DE, UE, FUTURE DEVELOPMENT 4.27 15.20% MONTAVA METRO DISTRICT 2020-007 AND RECORDED DECEMBER 14, 2020 AT RECEP110N N0. 20200105298 AND RE-RECORDED APRIL 7, 2022 AT RECEPTION N0. 20220022462 IN THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO. STATE OF COLORADO ) TRACT G DE, UE 0.22 0.79% MONTAVA METRO DISTRICT � SS TRACT H DE, UE 0.37 1.30% MONTAVA METRO DISTRICT 7. NOTIMTHSTANDING SECTION 24-42(A) OF THE CITY CODE, OR ANYTHING ELSE TO THE CONTRARY, MONTAVA METROPOLITAN DISTRICT N0. 1 (OR ITS ASSIGNS) SHALL BE RESPONSIBLE FOR THE COUNTY OF LARIMER ) TRACT I DE, UE 0.39 1.40% MONTAVA METRO DISTRICT OPERATION AND MAINTENANCE OF ANY PARKWAY, AS DEFINED IN SECTION 24-6, BETWEEN A PROPERTY OWNER'S PROPERTY LINE AND THE EDGE OF THE ADJACENT LOCAL OR COLLECTOR STREET. TME FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF TRACTJ DE, UE 0.47 1.67% MONTAVA METRO DISTRICT RIGHT-OF-WAY 15.18 53.97% CITY OF FORT COLLINS 2024 BY AS PRESIDENT OF MONTAVA METROPOLITAN DISTRICT N0. 1, QUASI-MUNICIPAL CORPORATION AND POLIIICAL SUBDIVISION OF THE STATE OF COLORADO. TOTAL 28.13 100.00'� TST, INC. WITNESS MY HAND AND OFFICIAL SEAL. CONSULTING ENGINEERS NOTARY PUBLIC 748 Whalers Way Suite 200 Fort Collins MY COMMISSION EXPIRES: Colorado 80525 Phone: 970.226.0557 JOB N0. 1230.0009.00 SCALE N.T.S. DATE JULY 31, 2024 SHEET 1of10 �� ' , • � � � � �' �' -'� , - 11 � � , � � � � ,� ,�' -� � � � . � � - / 11�� � , , / � , . � I , , , , � � � � �� � � � � � � � � I I I i i i �i� � �i o / � � � � � i O / u i � Z � � � i i �i � � o� ♦ � ,� o � O � �n o � � �� �� �i ��� ♦ � > � I I � � � �,P / I � � � i� '� I � � i� i� i � � � i � � i � � I � // // MONTAVA SUBDIVISION PHASE D /// / / /� � � TRACT RR / � / / � � / / � � / � / / � � �/ �/ �// / / / / //��/ /�/�//� Q �� ��� � �� / /�� � � � � // // / ^ ��� // / / � � �i� i� �� ���� � �� �� ��� i� i�� m �/ i i , , � ,� ,� �. , �� � �� �. � � � � . KEY MAP I �/ �/ �I/ // � /� ` \� �/ \� `�/�//I/ / N.T.S. 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SEC. 32, T8N, � _ _ _ _ _ _ _ _ - - - - - - - - - - - - — - - - - - - - - - - - - � R68W, 6TH P.M. - - - - - - - - - - - -N00'33'45"W 2075.45'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � FOUND #6 REBAR, 24" I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LONG W/ 2-1/2" ALUM. � I �I I CAP IN MONUMENT BOX � � � � LS #17497 I I � I I � — � � - - - � � � N44'42'34"E 70.38' � I I I � I I � I I ��O I I o I I � I I m � I N � I I°' I i �� i ANHEUSER—BUSCH FOUNDATION � � � � � � i � � CONS TSNG E'NGC+INEERS I I I 748 Whalers Way I I Z Suite 200 Fort Collins Colorado 80525 I I Phone: 970.226.0557 I I JOB N0. 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I � � � � � � I I I � i � � � I � � I � � � � �-- 1230.0009.00 � I I I I I I I! I I I I I I I � I �______.__I � � SCALE I � I I I I I I I � � I I I I I I I � I ♦ __ 50 0 5o i o0 1" = 50' � L--=L---L---�=---�---�---=J � � --�--�-�-=L--=�-=-L—=J � � � I � ---- ` — scale 1"=50' feet �a� L----I I � � �--------� ♦ JULY 31, 2024 -------- ', � � � _ � � --- —_- --------- I � � �`—�' � � � SHEET I � � � � _ � � � -�---�---.I I I / L I I ^`\` \ - - � 9of10 �� �� � ���� � z 0 � z � O � � (n w C ' � w � � Q 0 � KEY MAP m N.T.S. DRA� BRB CHECKED DAP DESIGNED BRB FILENAME 0009_Plat_Infra CURVE TABLE CURVE TABLE CURVE RADIUS LENGTH DELTA BEARING CHORD CURVE RADIUS LENGTH DELTA BEARING CHORD C1 118.00' 105.30' S1°07'49" S84'10'23"E 101.84' C21 73.50' 25.85' 20'09'11" S9'30'50"W 25.72' C2 118.00' 103.74' 50'22'13" S6'12'25"W 100.43' C22 73.49' 57.47' 44'48'24" N41'59'29"E 56.02' C3 118.00' 287.38' 139°32'27" N39'12'27"W 221.44' C23 123.50' 27.20' 12'37'02" S70'42'04"W 27.14' C4 560.00' 96.74' 9°53'53" S48'04'40"E 96.62' C24 67.00' 50.08' 42'49'29" S55'46'19"E 48.92' C5 600.00' 149.06' 14°14'04" S45'54'34"E 148.68' C25 109.00' 136.72' 71°51'58" S1°34'24"W 127.93' C6 640.00' 115.51' 10'20'28" S47'51'22"E 115.35' C26 277.00' 70.85' 14'39'14" S44°50'00"W 70.65' C7 560.00' 201.34' 20°36'00" S63°19'36"E 200.26' C27 53.50' 10.09' 10'48'40" N71'24'S1"E 10.08' C8 213.50' 98.45' 26°25'15" S89'S5'24"E 97.58' C28 28.50' 39.74' 79'54'04" S63'13'47"E 36.60' C9 93.50' 97.23' 59'34'51" N47'04'34"E 92.91' C29 223.50' 43.69' 11°11'58" N17°40'45"W 43.62' C10 93.50' 29.13' 17'50'54" N8'21'42"E 29.01' C30 223.50' 44.93' 11°31'01" S6°19'16"E 44.85' Z C11 245.00' 224.27' 52°26'S5" N63'11'51"E 216.52' 0 � C12 640.00' 296.31' 26'31'38" S66'17'25"E 293.67' � � C13 63.00' 16.42' 14°56'05" S87'01'17"E 16.38' � � C14 87.00' 122.82' 80°52'S9" N54'02'49"W 112.87' � C15 109.00' 123.30' 64'48'45" N18°48'03"E 116.83' � � � Q C16 28.50' 36.11' 72'36'04" N58'47'14"W 33.75' � J C17 223.50' 40.60' 10°24'26" N17°16'59"W 40.54' � � C18 223.50' 44.93' 11°31'01" N6°19'16"W 44.85' > C19 305.00' 83.27' 15°38'36" S30'S8'17"E 83.01' Q � C20 640.00' 101.24' 9°03'47" N85'28'07"E 101.13' Z 0 � TST, INC. CONSULTING ENGINEERS 748 Whalers Way Z Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB N0. 1230.0009.00 50 � 50 ��� SCALE N.T.S. scale 1"=50' feet �a� JULY 31, 2024 SHEET 10of10