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HomeMy WebLinkAboutDocument Markups - Subdivision Plat - 01/29/2025 Z FINAL PLAT FOR H MONTAVA SUBDIVISION PHASE D INFRASTRUCTURE IL Z a' O 0 (n w > 0 w A REPLAT OF TRACT NN AND TRACT 00 OF MONTAVA SUBDIVISION PHASE D AND 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. w mmmm �u p '1®® DRAWN PROJECT CHECKED BRB STATEMENT OF OWNERSHIP AND SUBDIVISION SURVEYOR'S STATEMENT mmuAPPLICANT PLANNING APPROVAL DAP Immmm ❑ 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, BRB STATE THIS SUBDIVISION PLAT WAS PREPARED FROM AN FORT COLLINS, CO, 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 ON THIS DAY, NTATIO 0009_Plat Cover-Infra SET FOUND OR SET 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO, WHICH CONSIDERING THE EAST LINE OF THE SE THAT THE AS SHOWN,, AS INDICATED HEREON WERE 0 U AND THAT THE FORGOING ® ®� �QUARTER OF SAID SECTION 32 AS BEARING NORTH 00'33'45" WEST, AND WITH ALL BEARINGS CONTAINED HEREIN _ PLAT IS AN ACCURATE REPRESENTATION HEREOF, ALL � ENGINEER TST INC. CONSULTING ENGINEERS DIRECTOR OF PLANNING RELATIVE THERETO: 0 N THIS TO THE BEST OF MY KNOWLEDGE, INFORMATION MB PARCEL #1: AND BELIEF. WMEB 11®❑ 748 WHALERS WAY, SUITE 200 MOUNTAIN VISTA DR FORT COLLINS, CO, 80525 APPROVED AS TO FORM, CITY ENGINEER: COMMENCING FROM THE SOUTHEAST CORNER OF SECTION 32, THENCE NORTH 45'15'52" WEST A DISTANCE OF 71.08 PHONE: (970) 226-0557 � BY THE CITY ENGINEER OF THE CITY OF FORT COLLINS, COLORADO, FEET TO THE POINT OF BEGINNING. SURVEYOR ON THIS DAY, THENCE NORTH 00'33'45" WEST A DISTANCE OF 1287.02 FEET; THENCE NORTH 89'59'26" WEST A DISTANCE OF z STEVEN PARKS, PLS STEVEN PARKS 1111 DIAMOND VALLEY DR, SUITE 104 119.98 FEET TO A POINT OF CURVATURE (PC); THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST J A DISTANCE OF 101.24 FEET, HAVING A RADIUS OF 640.00 FEET, A DELTA OF 09'03'47" AND IS SUBTENDED BY A COLORADO PLS w MAJESTIC SURVEYING, LLC PHONE: (970) 833-5698 CITY ENGINEER CHORD THAT BEARS SOUTH 85 NOTICE: ACCORDING TO COLORADO LAW, YOU MUST m'28'07" WEST A DISTANCE OF 101.13 FEET TO A POINT OF CURVATURE (PC); THENCE COMMENCE ANY LEGAL ACTION BASED UPON ANY � � ® OWNER ®® ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHWEST A DISTANCE OF 83.27 FEET, HAVING A RADIUS OF DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER ~ 305.00 FEET, A DELTA OF 15'38'36" AND IS SUBTENDED BY A CHORD THAT BEARS NORTH 30'58'17" WEST A YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ® ® MONTAVA PARTNERS LLC DISTANCE OF 83.01 FEET TO A POINT OF TANGENCY (PT); THENCE NORTH 38'47'35" WEST A DISTANCE OF 326.00 ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY ® ®® ® A COLORADO LIMITED LIABILITY COMPANY FEET, THENCE NORTH 51'12'25" EAST A DISTANCE OF 303.00 FEET; THENCE SOUTH 38'4735" EAST A DISTANCE OF BE COMMENCED MORE THAN TEN YEARS FROM THE o Q 214.28 FEET, THENCE NORTH 51'12'25" EAST A DISTANCE OF 28.00 FEET; THENCE NORTH 00'33'45" WEST A DATE OF THE CERTIFICATION SHOWN HEREON. BY: PRINTED NAME: DISTANCE OF 253.69 FEET, THENCE NORTH 51'12'25" EAST A DISTANCE OF 7.00 FEET, THENCE NORTH 38'47'35" VINE�DR WEST A DISTANCE OF 56.00 FEET; THENCE NORTH 51'12'25" EAST A DISTANCE OF 65.00 FEET; THENCE NORTH F ® BY: 38'47'35" WEST A DISTANCE OF 328.71 FEET, THENCE NORTH 36'58'24" EAST A DISTANCE OF 26.91 FEET; THENCE STATE OF COLORADO ) NORTH 53'01'36" WEST A DISTANCE OF 342.00 FEET, THENCE NORTH 36'5824" EAST A DISTANCE OF 503.12 FEET VICINITY MAP T TO SCALE ) SS TO A POINT OF CURVATURE (PC); THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST A DISTANCE BASIS OF BEARINGS COUNTY OF LARIMER ) OF 224.27 FEET, HAVING A RADIUS OF 245.00 FEET, A DELTA OF 52'26'55" AND IS SUBTENDED BY A CHORD THAT THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY, BEARS NORTH 63'11'51" EAST A DISTANCE OF 216.52 FEET TO A POINT OF TANGENCY (PT); THENCE NORTH THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 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 89'25'19" EAST A DISTANCE OF 7.37 FEET; THENCE NORTH 00'35'37" WEST A DISTANCE OF 2205.63 FEET; THENCE 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. BY AS OF MONTAVA DEVELOPMENT, LLC, A W SOUTH 89'39'06" EAST A DISTANCE OF 49.32 FEET; THENCE SOUTH 8957'45" EAST A DISTANCE OF 50.69 FEET; COLORADO LIMITED LIABILITY COMPANY. THENCE SOUTH 00'35'37" EAST A DISTANCE OF 801.85 FEET; THENCE NORTH 35'00'49" WEST A DISTANCE OF 14.15 NOTICE OF OTHER DOCUMENTS: WITNESS MY HAND AND OFFICIAL SEAL. D FEET; THENCE SOUTH 00'3537" EAST"A DISTANCE OF 241.22 FEET; THENCE NORTH 89'24'18" EAST A DISTANCE OF ALL PERSONS TAKE NOTICE THAT THE OWNER HAS EXECUTED CERTAIN DOCUMENTS PERTAINING TO THIS DEVELOPMENT WHICH CREATE CERTAIN RIGHTS AND OBLIGATIONS OF THE DEVELOPMENT, THE O 8.00 FEET; THENCE SOUTH 00 35 37 EAST A DISTANCE OF 1551.53 FEET; THENCE SOUTH 00•33 45 EAST A 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 OBLIGATIONS NOTARY PUBLIC DISTANCE OF 37.69 FEET TO A POINT OF CURVATURE (PC); THENCE ALONG THE ARC OF A CURVE CONCAVE TO UNDER THIS PLAT, RUN WITH THE LAND. THE SAID DOCUMENTS MAY ALSO BE AMENDED FROM TIME TO TIME AND MAY INCLUDE, WITHOUT LIMITATION, THE DEVELOPMENT AGREEMENT, SITE AND S2 =) THE NORTHEAST A DISTANCE OF 97.99 FEET, HAVING A RADIUS OF 93.50 FEET, A DELTA OF 60'02'50" AND IS 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 MY COMMISSION EXPIRES: SUBTENDED BY A CHORD THAT BEARS SOUTH 48'26'04" EAST A DISTANCE OF 93.57 FEET TO A POINT OF CLOSELY EXAMINED BY ALL PERSONS INTERESTED IN PURCHASING ANY PORTION OF THE DEVELOPMENT SITE. Uj W TANGENCY (PT); THENCE SOUTH 77'33'53" EAST A DISTANCE OF 6.69 FEET, THENCE SOUTH 00'36'49" EAST A ATTORNEYS CERTIFICATE CONTRACT PURCHASER DISTANCE OF 98.55 FEET TO A POINT OF CURVATURE (PC); THENCE ALONG THE ARC OF A CURVE CONCAVE TO co THE SOUTHEAST A DISTANCE OF 84.65 FEET, HAVING A RADIUS OF 83.50 FEET, A DELTA OF 58105'14" AND IS 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 SUBTENDED BY A CHORD THAT BEARS SOUTH 41'31'26" WEST A DISTANCE OF 81.07 FEET TO A POINT OF 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 U CURVATURE (PC); THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST A DISTANCE OF 86.25 FEET, CERTIFICATION IS BASED UPON THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO AS OF THE DATE OF EXECUTION OF THE PLAT AND OTHER INFORMATION DISCOVERED BY ME HAVING A RADIUS OF 105.50 FEET, A DELTA OF 46'50'24" AND IS SUBTENDED BY A CHORD THAT BEARS SOUTH THROUGH REASONABLE INQUIRY AND IS LIMITED AS AUTHORIZED BY SECTION 2.2.3(C)(3)(F) OF THE LAND USE CODE. BY. PRINTED NAME: U. Q 10'56'23" EAST A DISTANCE OF 83.87 FEET TO A POINT OF CURVATURE (PC); THENCE ALONG THE ARC OF A BY: > CURVE CONCAVE TO THE NORTHEAST A DISTANCE OF 46.85 FEET, HAVING A RADIUS OF 63.50 FEET, A DELTA OF ATTORNEY DATE NOTICE J 42'16'30" AND IS SUBTENDED BY A CHORD THAT BEARS SOUTH 55'29'50" EAST A DISTANCE OF 45.80 FEET; (NAME) STATE OF COLORADO ) Q Q a " ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS THENCE SOUTH 03'29 03 EAST A DISTANCE OF 90.70 FEET TO A POINT OF CURVATURE (PC); THENCE ALONG THE ADDRESS: ) SS AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE COUNTY OF LARIMER ARC OF A CURVE CONCAVE TO THE SOUTHEAST A DISTANCE OF 27.20 FEET, HAVING A RADIUS OF 123.50 FEET, A ) Z W OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS ASSOCIATION, IF DELTA OF 12'37'02" AND IS SUBTENDED BY A CHORD THAT BEARS SOUTH 70'42'04" WEST A DISTANCE OF 27.14 REGISTRATION NO.: APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY, O co FEET, THENCE SOUTH 64'23'33" WEST A DISTANCE OF 16.88 FEET TO A POINT OF CURVATURE (PC); THENCE ALONG RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT Q THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST A DISTANCE OF 57.47 FEET, HAVING A RADIUS OF 73.49 FEET, SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. BY AS OF MONTAVA DEVELOPMENT, LLC, A COLORADO A DELTA OF 44'48'24" AND IS SUBTENDED BY A CHORD THAT BEARS SOUTH 41'59'29" WEST A DISTANCE OF 56.02 LIMITED LIABILITY COMPANY. FEET, THENCE SOUTH 00'33'45" EAST A DISTANCE OF 2075.45 FEET, THENCE SOUTH 895854" WEST A DISTANCE NOTES: WITNESS MY HAND AND OFFICIAL SEAL. OF 49.50 FEET, THENCE NORTH 89'57'58" WEST A DISTANCE OF 50.50 FEET TO THE POINT OF BEGINNING. 1. FOR ALL INFORMATION REGARDING EASEMENTS, AND RIGHTS-OF-WAY TST INC. AND MAJESTIC SURVEYING, LLC RELIED ON T1TLE COMMITMENT NO. 1 3833-41 87956 PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY, DATED JULY 26, 2024. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY MAJESTIC SURVEYING, LLC OR TST INC. WHICH ABOVE DESCRIBED PARCEL CONTAINS 989,681 SQUARE FEET OR 22.72 ACRES, MORE OR LESS (t). NOTARY PUBLIC 2. THERE SHALL BE NO PRIVATE CONDITIONS, COVENANTS OR RESTRICTIONS THAT PROHIBIT OR LIMIT THE INSTALLATION OF RESOURCE CONSERVING EQUIPMENT OR LANDSCAPING THAT ARE ALLOWED BY PARCEL #2: SECTIONS 12-120 - 12-122 OF THE CITY CODE. MY COMMISSION EXPIRES: 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 ACKNOWLEDGED AND AGREED TO BY A PARCEL OF LAND DEDICATED AS TRACT NN OF MONTAVA SUBDIVISION PHASE D IN THE PLAT RECORDED INSTITUTE OF STANDARDS AND TECHNOLOGY. UNDER RECEPTION NUMBER OF THE LARIMER COUNTY CLERK AND RECORDER. MONTAVA METROPOLITAN DISTRICT NO. 1, 4. MONTAVA SUBDIVISION PHASE D INFRASTRUCTURE IS LOCATED WITHIN THE MONTAVA PUD MASTER PLAN AND MONTAVA PUD OVERLAY, ODP 180002 APPROVED PURSUANT TO ORDINANCE NO. 014, QUASI-MUNICIPAL CORPORATION AND POLITICAL SUBDIVISION OF THE STATE OF COLORADO WHICH ABOVE DESCRIBED PARCEL CONTAINS 234,027 SQUARE FEET OR 5.37 ACRES, MORE OR LESS (f). 2020, RECORDED JUNE 4, 2020 AT RECEPTION #20200039330 IN THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO. 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: HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED INTO LOTS, TRACTS AND STREETS AS SHOWN ON THIS PLAT TO BE KNOWN AS MONTAVA PHASE D INFRASTRUCTURE, SUBJECT TO ALL EASEMENTS AND 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 TITLE: , RIGHTS-OF-WAY NOW OF RECORD OR EXISTING OR INDICATED ON THIS PLAT. 2020-007 AND RECORDED DECEMBER 14, 2020 AT RECEPTION NO. 20200105298 AND RE-RECORDED APRIL 7, 2022 AT RECEPTION NO. 20220022462 IN THE RECORDS OF THE CLERK AND RECORDER JESTICSURVEYING OF LARIMER COUNTY, COLORADO. STATE OF COLORADO ) ) SS 7. NOTWITHSTANDING SECTION 24-42(A) OF THE CITY CODE, OR ANYTHING ELSE TO THE CONTRARY, MONTAVA METROPOLITAN DISTRICT NO. 1 (OR ITS ASSIGNS) SHALL BE RESPONSIBLE FOR THE COUNTY OF LARIMER ) 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. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY, BY AS PRESIDENT OF MONTAVA METROPOLITAN DISTRICT NO. 1, QUASI-MUNICIPAL CORPORATION AND POLITICAL SUBDIVISION OF THE STATE OF COLORADO. TST, INC. WITNESS MY HAND AND OFFICIAL SEAL. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 NOTARY PUBLIC Phone: 970.226.0557 JOB NO. MY COMMISSION EXPIRES: 1230.0009.00 SCALE N.T.S. DATE OVEMBER 6, 2024 SHEET 1of10 Z FINAL PLAT FOR H MONTAVA SUBDIVISION PHASE D INFRASTRUCTURE O_ Z o' O 0 (n w > 0 w A REPLAT OF TRACT NN AND TRACT 00 OF MONTAVA SUBDIVISION PHASE D AND 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. NE CORNER SECTION 32 FOUND 3.25" AL. CAP - - - - - - - - - - - - - - PLS 15278 IN RANGE BOX o - - - - - - - - -RICHARDS LAKE RD- - - N j SECTION 32 - - - - - - - - - - - - >_ m FOUND #6 REBAR W/ AL. CAP PLS 34176 IN RANGE BOX I DRAWN BRB CHECKED DAP I DESIGNED BRB FILENAME 0009-Plat Cover-Infra I I I I I I I I I I I I I � I I II I I CURVE TABLE CURVE TABLE CURVE RADIUS LENGTH DELTA BEARING CHORD CURVE RADIUS LENGTH DELTA BEARING CHORD I I C1 118.00' 105.30' 51'07'49" S84'10'23"E 101.84' C21 73.50' 25.85' 20*09'11" S9'30'50"W 25.72' I I C2 118.00' 103.74' 50*22'13" S6'12'25"W 100.43' C22 73.49' 57.47' 44'4824" S41'59'29"W 56.02' C3 118.00' 287.38' 139'32'27" S39'12'27"E 221.44' C23 123.50' 27.20' 12'37'02" S70'42'04"W 27.14' I I C4 560.00' 96.74' 9'53'53" S48'04'40"E 96.62' C24 63.50' 46.85' 42*16'30" S55'29'50"E 45.80' I I I C5 600.00' 149.06' 14" 4'04" S45'5434"E 148.68' C25 105.50' 86.25' 46'50'24" S10'5623"E 83.87' C6 640.00 115.51 10'20 28 S47'51 22 E 115.35 C28 83.50 84.65 58'05 14 S41'31 26 W 81.07 I C7 560.00' 201.34' 20'36'00" S63'19'36"E 200.26' C27 93.50' 97.99' 60'02'50" S48'26'04"E 93.57' �\ \� PARCEL #2 I 1 POINT OF BEGINNING PARCEL # W C8 213.50' 98.45' 26*25'15" S89'5524"E 97.58' C28 93.50' 29.13' 17'50'54" N9'29'12"W 29.01' I �\ C9 93.50 97.23 59'34 51 N47'04 34 E 92.91 C29 25.00 39.27 90'00 00 N45'00 00 E 35.36 Z PARCEL #2 \� C10 93.50' 29.13' 17'50'54" N8'21'42"E 29.01' C30 20.00' 30.69' 87'5549" N43'5755"W 27.77' I 0 C11 245.00' 224.27' 52'2655" N63'11'51"E 216.52' C31 80.00' 122.77' 87'5549" N43'57'55"W 111.08' <\ II I J C12 640.00' 339.15' 30'21'43" S68'1228"E 335.19' C32 75.00' 117.81' 90'00'00" N45'00'00"E 106.07' I \ II ` N82'4212"W 497.24 PARCEL #2 Q Q C13 83.50' 92.11' 63*12'18" N45'07'01"W 87.51' C33 118.00' 102.03' 49'32'27" N5'47'33"E 98.88' POINT OF COMMENCEMENT ` E 1/4 COR. SEC. 32 c W C14 105.50' 91.90' 49'5432" N11'26'24"E 89.02' \ FOUND 3-1/4" BRASS Q C15 273.50' 64.07' 13*25'18" N43'06'19"E 63.92' CAP IN MONUMENT BOX LS #15278 � LL 0 C16 28.50' 36.11' 72'36'04" N58'47'14"W 33.75' � _ � Q I o _ C17 223.50' 40.60' 10*24'26" N17*16'59"W 40.54' I C I \) > Q C18 223.50' 44.93' 11'31'01" N6'19*1611W 44.85' MONTAVA SUBDIVISION I Cn I I J z C19 305.00' 83.27' 15'38'36" N30'58'17"W 83.01' PHASED o I Z W C20 640.00' 101.24' 9'03'47" S85'28'07"W 101.13' I I I 0 I I I I I I I I I I I II I I II I I PERCENTAGE DESCRIPTION OF LAND USE SIZE (AC.) (%) TOTAL 0&M RESPONSIBILITY TRACT OS, PA, DE, UE 1.08 3.83% MONTAVA METRO DISTRICT TRACT B OS, PA, DE, UE 0.81 2.90% MONTAVA METRO DISTRICT TRACT C OS, PA, DE, UE 0.50 1.78% MONTAVA METRO DISTRICT TIC SURVEYING TRACT D DE, FUTURE DEVELOPMENT 2.97 10.58% MONTAVA METRO DISTRICT TRACT E OS, PA, DE, UE 1.84 6.53% MONTAVA METRO DISTRICT TRACT IF DE, FUTURE DEVELOPMENT 4.27 15.22% MONTAVA METRO DISTRICT TRACT G DE, UE 0.22 0.79% MONTAVA METRO DISTRICT TRACT H DE, UE 0.37 1.30% MONTAVA METRO DISTRICT TRACT I DE, UE 0.39 1.40% MONTAVA METRO DISTRICT I I TRACT) DE, UE 0.28 0.98% MONTAVA METRO DISTRICT TST, INC. TRACT K DE, UE 0.15 0.52% MONTAVA METRO DISTRICT I I I CONSULTING ENGINEERS RIGHT-OF-WAY 15.22 54.16% CITY OF FORT COLLINS Whalers Way I I I Suite 200 Fort Collins TOTAL 28.09 100.00% Colorado 80525 Phone: 970.226.0557 PA-PUBLIC ACCESS EASEMENT, DE-DRAINAGE EASEMENT, UE-UTILITY EASEMENT, OS-OPEN SPACE PARCEL #1 JOB NO. POINT OF COMMENCEMENT 1230.0009.00 SE COR. SEC. 32 I FOUND #6 REBAR, 24" 300 0 300 600 SCALE 1" = 300' S CORNER SECTION 32 I PARCEL #1 I LONG W/ 2-1/2" ALUM. FOUND 3" AL. CAP PLS 20123 POINT OF BEGINNING I CAP IN MONUMENT BOX scale 1"=300' feet DATE LS #17497 NOVEMBER 6, 2024 - -_ - - - - -MOUNTAIN VISTA DR- - - SHEET N45'15'52"W 71.08' 2 of 10 ®® I I Immmm I I I 0 pmIq o Ld w ��P I I I I I 1 MONTAVA SUBDIVISION PHASE D TRACT RR I w I ,- I I KEY MAP m N.T.S. DRAWN BRB CHECKED I I C I DAP 0 DESIGNED 0 i O,y I BRB �9 FILENAME 0009—Plat Cover—Infra 6� I I I I 1 80.00' ROW PER ����� ROAD BK R, PG ' I I PG 1283 30 5p' � � I LEGEND I I k1 1 FOUND SECTION CORNER 00 I AS DESCRIBED M I I A SET CAP,PLSE#383 8 RED co N 1 PROPOSED LOT LINE 00 �15'38'36" 1 W PROPOSED EASEMENT MONTAVA SUBDIVISION PHASE D i EXISTING LOT LINE TRACT QQ MONTAVA SUBDIVISION PHASE D R_305.00 TRACT F In — _ 00 I TRACT PP =83.27' W EXISTING RIGHT—OF—WAY CH=83.01' 1 m — — EXISTING SECTION LINE W N30*5817"W EXISTING EASEMENT I I 1Z = PLAT BOUNDARY D A9'03'47" 1- 0 R=640.00' — 101.24' a V J Q D CH=101.13' 1 > D J v S85'28'07"W z 3 1 m � w I IQ I N � a > 1 CO O PARCEL #1 LL 0 POINT OF BEGINNING 0) 1 Q Z N45'15'52"W 71.08' I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N001SWW 1287.02'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z L - - - - - - - - - - - - - - - - - - - - - - - > I � J I a. 89*57'58"W 50.50' TRACT GJ Z U j N00°19'43"E_2580.13' — — — — N00°33'45"W 2642.14' PARCEL — — — — — — — — — N GIDDINGS RD (BASIS OF BEARING) TRACT H 0 I � Q POINT OF COMMENCEMENTT 89*585eW 4950'' . _ SE COR. SEC. 32, T8N, R68W, - - - - - - - - - - - - - - - - - 0. FOUND #6 REBAR W/ 2-1/2" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N0033'45"W 2075.45' F'AKC;tL �1 ALUM. CAP IN MONUMENT BOX 1 POINT OF COMMENCEMENT LS #17497 I I E 1/4 COR. SEC. 32, I I I 1 T8N, R68W, FOUND 3-1/4" BRASS I 1 CAP IN MONUMFNT ROX DD I I`° I 00 I I� 1 I� I ANHEUSER—BUSCH FOUNDATION 1 I 1 TST, INC. I CONSULTING ENGINEERS 1 748 Whalers Way Suite 200 Fort Collins 1 Colorado 80525 Phone: 970.226.0557 JOB NO. 1 1230.0009.00 1 70 0 70 140 SCALE 1„ = 70' scale 1"=70' feet DATE I I I NOVEMBER 6, 2024 SHEET 3 of 10 MATCH UNE SEE SHEET 6 ®® Z mmmm m I m I m I m ' I A139'32'27" 1 0 Z TRACT B �� L=287.38' // 1 ® z 1 , CH=221.44' / I pmIppmp o 0 / S39'12 27"E C� w S3656WWW \ ` 1 59.37' a� - - - - 4�� Hof, // ^� A9W'53" \ w �Px� coo + // �� // R=560.00' o p =96.74 I w w 1 � CV / S48004'40"E 1 z ' I= KEY MAP N.T.S. DRAWN BRB TRACT C / A b I CHECKED DAP DESIGNED BRB FILENAME 0009-Plat Cover-Infra �-1 MONTAVA SUBDIVISION PHASE D 1 OA �' / PARC POINT OF BEGINNING TRACT MM I 1 Px + ry• / LEGEND �° �� 4 1 // ?�F �00 FOUND SECTION CORNER AS DESCRIBED � � SET #4 REBAR W/ RED 0QO. 1? - / / I CAP, PLS #38348 MI / PROPOSED LOT LINE - - - PROPOSED EASEMENT ai R=305.00' TRACT F // // N I EXISTING LOT LINE w 1 =83.27' N36.58'2eE / _ / w o - - EXISTING RIGHT-OF-WAY 1 CH=83.01' 26.91' Q 3 EXISTING SECTION LINE W Z N30�817"W , �1 / °- N A=52'26'55" I EXISTING EASEMENT = 1 k. �� / / .dN' R=245.00' I PLAT BOUNDARY D is I �9'03'47" (1� � I I z TRACT D =224.27' R=640.00 +", � N38'47'35"W N51'12'25"E �kd I I CH=216.52' 1 CO V =101.24 .ki 56.00, 65.00' �'S TRACT S I N63'11'51"E I w - J � vs OD CH=101.13 � I I � � S85'28'07"W 51'12'25"E 28.00' -I I Q N00'33'45"W 253.69' Tj 1 w cc 3 I m w m N5112'25"E 7.00' �� �� � w � Q > C4 r _ _ _ ' N8925'19"E 1= LL 0 - - 7.37'- - - - - - - - -�� Q Z 00 - - - - _- - - - __ - - - - __ - - - -_ _- - - - __ - - - _ - - - __ _ _ _ _ - - I �46�0'24" A60'02'50" N GIDDINGS RD _ N00'33'45"W 2642.14' _ _ __R=105.50' R=93.50' _ - _ N GIDDINGS RD - - - - (BASIS OF BEARING) =86.25' L=97.99 W ' CH=93.57' 1 NE CORNER SECTION 32, CO � CH=83.87' S48'26' "E T8N, R68w, � Q S10*56 23 E _ _ _ _ - - - _ - - - _ - -_ - - - - - - - - - FOUND 3.25" AL. CAP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S00'35'37"E 1551 53' PLS 15278 IN RANGE BOX S0033'45"E 2075.45' 1 I I - NCC • W PARCEL #2 �444824 S64 1 POINT OF COMMENCEMENT R=73.49' \ 16.88' 'I' // 37.69 E 1/4 COR. SEC. 32, SE COR. SEC. 32, T8N, R68W, I I / T8N R68W FOUND #6 REBAR W/ 2-1/2" I � �02 / I I S77'33'53"E FOUND 3-1/4" BRASS 1 ALUM. CAP IN MONUMENT BOX I / �- , CAP IN MONUMENT BOX LS #17497 �\ ` - - - - - - - - S41 59'299"W - - - - - - -�- - - - - � // / 6.69 LS #15278 1 Al2'37'02" / / S00'36'49"E R=123.50' i L 98.55 1 - - - - - - L=27.20'- - - - - - - - - - - - - A58'05'1e CH=27.14' S03'29'03"E A42'16'30" S70'42'04"W R=83.50' t -- 90.70 R=63.50 _84.65' J J 1 =46.85' CH=81.07' - � - CH=45.80 S41031'26"W S5529'5WE 1 I I I I 1 I TST, INC. ANHEUSER-BUSCH FOUNDATION CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins 1 Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 1 70 0 70 140 SCALE 1" = 70' scale 1"=70' feet DATE I NOVEMBER 6, 2024 SHEET 4 of 10 MATCH LJNE SEE RIGHT mmmm ' I I I I NE CORNER SECTION 32, T8N, R68W, I I p FOUND 3.25" AL. CAP i RICHARDS LAKE RD PLS 15278 IN RANGE BOX Iv _ —"E— Z S89°39'06 2638. uml 15' — — — — — — — — — — — S89°57'45"E 2636.48' — — o j I I N S8939'06"E 49.32' /-S89*57*45*E 50.69' o Ld w j N89'24'18"E I 8.00' I I Z II 81 I 1 I I LU o (AI TRACT I I I 1 MONTAVA SUBDIVISION PHASE D I I m TRACT MM N to I I I 100.00' ROW PER KEY MAP DRAWN Q O I I I I ROAD BK R, PG 152 N° I •` . BRB � (-4 I I I & BK 2289 PG 1283Cli CHECKED w! L4 I DAP I N I I DESIGNED BRB W i UNPLATTED L4 I NE 1 S32, T8N, R68W I I FILENAME I� I I I 0009_Plat Cover—Infra I I I I I 1 I I I I I I I I I I I I I I to I 1 I TRACT K I I I IGr I I � I 1 Ica I I LEGEND z_ 0 ` FOUND SECTION CORNER I AS DESCRIBED I I I i I z I - SET #4 REBAR W/ RED CAP, PLS #38348 I i PROPOSED LOT LINE I I PROPOSED EASEMENT P�GF` i i EXISTING LOT LINE EXISTING RIGHT—OF—WAY EXISTING SECTION LINE W EXISTING EASEMENT z ANHEUSER—BUSCH FOUNDATION PLAT BOUNDARY 1 O — I ANHEUSER—BUSCH FOUNDATION i i — D J I Cf) o i I m Co o I i i p Q W N35'00049"W CO > z LL O I I 14.15' Q Z I I I I > — I I I I ~ W � 1 i t Z TRACT J I o O � I w I I I I m I I I 1 I I i N j N89'24'18"E I I 8.00' Z II I 1 01 . I I G� TRACT T MONTAVA SUBDIVISION PHASE D I I 1 I TRACT MMI to 0 w I I wY J A52'26'55" I I N I INC. R=245.00' I !� C4 I CONSULTIN TSN L=224 27' I G ENGINEERS I 748 Whalers Way O lM I Suite 200 Fort Collins CH=216.52 Colorado 80525 N63"11'51"E I I Phone: 970.226.0557 N89'25'19"E I I i roe No. 1230.0009.00 7.3T I m I I I I h I I 70 o 70 140 SCALE 1" = 70' I I scale 1"=70' feet DATE • I NOVEMBER 6, 2024 I I r I I SHEET IL — — — — — — — — — — — — — — — — — — — — — o MATCH UNE SEE SHEET 4 MATCH LINE SEE LEFT 5 Of 10 MATCH UNE SEE SHEET 5 EfiB 111®® I I Z ap T. \\ o w \ Ld LU \ m \\\ 3r, MONTAVA SUBDIVISION PHASE D I� KEY MAP DRAWN . TRACT MM I� N.T.S. BRB O \ CHECKED DAP DESIGNED BRB \ \ FILENAME \ \\ IZ 0009_Plat Cover—Infra \ \ :3 TRACT A i `\ \ A139"32'27" `\ I \ R=118.00' \ /' LEGEND � L-287.38 � / / I CH=221.44' I FOUND SECTION CORNER ►�9w'2'27�'E \ AS DESCRIBED 1 A52'26'S5" - SET #4 REBAR W/ RED I CAP, PLS #38348 I� R=245.00' PROPOSED LOT LINE CH=2 B.5Z — — — — — — — — PROPOSED EASEMENT N63�"11'51"E EXISTING LOT LINE &9ZX53* I — — EXISTING RIGHT—OF—WAY R=560.00' N89'2v — — EXISTING SECTION LINE W O ' �� s ' �\ 96.74 ' — — — — — — — EXISTING EASEMENT �• ' \ CH=96. Z 62 PLAT BOUNDARY ` S48'04'40"E 0 — J m C0 Cl) CC O �\ � ` I Q TRACT B 1 O Q D J F o I ` z w ` ° I0 cn Av,rye I a. TRACT D I w PARCEL #2 \ 1 z POINT OF BEGINNING I PARCEL #2 POINT OF COMMENCEMENT \ N82'42'12"�y FOUND 3oR./4E BRASS TC RW, AP IN \ TIE 497.24' MONUMENT BOX W2eW TRACT C � TO PgRCE� #2 I LS #15278 S36 N 59.37' 70 AJESTICSURVEYiNG �n?sue ,\ I TST, INC.CONSULTING ENGINEERS I 748 Whalers Way Suite 200 Fort Collins Colorado 80525 IPhone: 970.226.0557 JOB N0. 1230.0009.00 \ 50 0 50 100 SCALE 1" = 50' scale 1"=50' feet DATE NOVEMBER 6, 2024 MATCH UNE SEE SHEET 4 SHEET 6 of 10 ®® I I mmmm �V mmmm o � MONTAVA SUBDIVISION PHASED I MONTAVA SUBDIVISION PHASE D SE COR. SEC. 32, T8N, R68W, 6TH P.M. TRACT QQ TRACT PP Z Q r�7' FOUND #6 REBAR, 24" LONG W/ 2-1/2" Cn N ALUM. CAP IN MONUMENT BOX Imp o # > I w < TRACT G I _ LD D " z w7 9656 SF _Q c m it I Z co-70 mm M . > m � - - -N00'"45"W 1287-020- - - - - - - - - - - - - - - - 3o w — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J W 8.00' N00°33'45"W 1207.02' m I 42.00' S89 v7'58"E <o , 0 I 50.50' 0 o D 25 o �— Z w <o , -o Um 50.00' �� o N GIDDINGS RD — — —�o o � N00°33'45"W 2642.14' o co o < o of - O TRACT H ' ' I 70 N89 W54 E 15905 SF Z 42.00' 48.50 N00'33'45"W 1799.23' m omq �70ml cO 8.00' Y MAP �m � I 00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -500�3'45"E 2075.45'- - I N.T.S. DRAWN BRB Cn 30' UE BY SEPARATE I CHECKED DAP m ~_ I — DOCUMENT REC# DESIGNED ANHEUSER—BUSCH FOUNDATION BRB J FILENAME PROP. UE BY SEPARATE DOCUMENT 0009_Plat_Infra REC# I I O� + MONTAVA SUBDIVISION PHASE D TRACT II all MONTAVA SUBDIVISION •k� `sue �� PHASE D w N36 v8'24"E I Z 26.91' 0 � I LEGEND — TRACT F 5 186198 SF I D DE, FUTURE DEVELOPMENT FOUND SECTION CORNER AS DESCRIBED > fr I SET #4 REBAR W/ RED CAP, PLS #38348 1� I PROPOSED LOT LINE CO tx - — — — — — — - PROPOSED EASEMENT Q I EXISTING LOT LINE k./ — — EXISTING RIGHT-OF-WAY MONTAVA SUBDIVISION PHASE D 'O — — z TRACT PP ��j Ss I EXISTING SECTION LINE > O •k "Tk � 79957 T SF EXISTING EASEMENT Q Q 0 O� DE FUTURE I PLAT BOUNDARY m N38•4735�W ��� 1g DEVELOPMENT Z W � 56.00' N5112'25"E a o N2851 25"E N51,12'2rE 65.00' N004"145"W 253.69' 7.00' ss I°° N36*23'40"E W 1.63 I c-0 c D / co m � C14 W) cn � m -A �" o mm _ � � �� m W �y — mm- - - m- - - - - - - - - - - - - - Z L- - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — - - - - - _ — —-- _ _- - - - _ - - - - _ - - - - _ - - - — — -G�7 — — — — — — — — :3 O C18 N89°59'26"W S01°42'31"E 175.00' 8.00' S00°3345"E 511.37' S00'33'45"E 20.13' ,� a W � S89°59'26"E 8.00' <o , N 0 D o =o 0>� o 0 0 <o , o >� o o �— o < I D o o- N00'33'45"W 2642.14' moo D mo m N NE CORNER W ;� o � N00'33'45"W 2642.14' N GIDDINGS RD �C0 � � SECTION 32 Z I FOUND 3.25" TRACT H m 0 (BASIS OF BEARINGS) m rev r 15905 SF N00°35'00"E 175.00' N00°33'45"W 75.86', C21 BRASS CAP _ — — — — — — PLS 15278 IN a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -N - - - - - - - - - - - - - - - - - - - - - - - _ RANGE BOX - - O� �C6 50033'45"E 2075.45'- - - - - - - - - - - - - m �� o �'� �1 Iw �I , - - - � TST, INC. > m > 01 0 \ K CONSULTING ENGINEERS m , m o 748 Whalers Way o U o too S64'23 33"W Suite 200 Fort Collins nc z 1 1 z 16.88' \ .01 Z Colorado 80525 1 1329#03'0 �3910'- Phone: 0 Fort .0557 Collinm � IzJOB N0. \�9 E 90.70' ° I 1230.0009.00 N00"43'02"W 399.38' + / � -{- - - - - - - - - - - - - - - - - - - - - T -Z= —J- - - - - - - SCALE ANHEUSER—BUSCH FOUNDATION \ T 50 0 50 100 1" = 50' I \ PROP. DE, UE BY 30' ELCO WATER ESMT. a SEPARATE REC# � I scale 1"=50' feet DATE DOCUMENT NOVEMBER 6, 2024 C, \ REC# � (WIDTH VARIES) � / I SHEET \ - 7of10 - - - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - ---I-- - - S00°43'02"W 399.38' I MATCH UNE SEE SHEET 10 AP NMI `O 9 ('� //G /// \ \\°o ono S36 v8 WW Sass Ago / C33— — — _ \ O ss , �`� ^ Ro• � 0 7- LU KEY MAP Io N.T.S. < oo "'0 / 0 9 F / ^ 9•"'boo TRACT C p / �'�` W °' 21836 SF DRAWN OS, DE, UE // Cb W BRB / O , Ina CHECKED DAP W / CQ !�O I Z DESIGNED / '� BRB �� I FILENAME / C9 0009_Plat-Infra 7 1p .00, /' 1 o / I soo, ' " • � I / MONTAVA SUBDIVISION PHASE D ItK TRACT MM �0 MONTAVA SUBDIVISION � // 8°' � ? LEGEND 9 PHASE D t FOUND SECTION CORNER AS DESCRIBED �L� // // •�� O�C� �� SET #4 REBAR W/ RED CAP, PLS #38348 00 Q PROPOSED LOT LINE / �� Uj .�2� PROPOSED EASEMENT / // EXISTING LOT LINE N36Z8'24 E / / I 26.91 = = EXISTING RIGHT—OF—WAY O /^ � V^/ EXISTING SECTION LINE /V -D / — — — — — — — — EXISTING EASEMENT D f-r7 // PLAT BOUNDARY I 91 / ? / Q UE i I Co tx co / m H P I C� 9R e TRACT D LL / 129493 SF I Q Z DE, FUTURE > W k� cSj� TRACT E I I N DEVELOPMENT -Q. Q 79957 SF I 1 l .;I-0) - �, DE, FUTURE I m - L �j W I N3847'35"W �� �, DEVELOPMENT I UI N a Z W 56.00' N5112'25 E '� °e I N O o I Z I N51'12'25"E 65.00 �\ Q J ,� N w I Q �r 7 CO N36*23'40"E / a I s 1.63 / \ TRACT F - - - - 186198 SF /� D C�4 C' \ o m m N89'25'19"E 8.00' 89'25'19"E 7.37' DE, FUTURE DEVELOPMENT T.�O m ri `9 m �j S01°42 C18 E 1/4 COR. SEC. 32, T8N, C10 S00'33'07"W 173.18' S00 34'48"E 156.09 N89°25 19„E 8.00 W R68W, 6TH P.M. S00'33'45"E '31"E 175.00' S00'33'45"E 20.13' S00'35'37"E 49.43' Ni ; FOUND 3-1/4 BRASS CAP IN 8.98 0 <o , v MONUMENT BOX LS #15278 N GIDDINGS RD Z >2o 0OD o N00'33'45"W 2642.14' r o o D � N00'35'37"W N00°35'37"W 2633.48' o UD 1-5 m N00°33'45"W 49.43' N m , < 9.03' N00'35'41"W 2360.44' � Fm N00°35'00"E 175.00' N00'33'45"W 75.86' C21 m mi C2$ N01'44'22"W 173.18' -- — — — — — — — — mm — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - 70 r� - - - - - - - - - - - - - - - - - - - - - - - C2 i ' 5 < n0000 �� 33'45 E 37.69 o m TRACT H �I - - _ W 15 P��� mm �� � TST, INC. a 15905 SF �rl� \ �i'� N��� e �OQ'�QP�F� / Z m m CONSULTING ENGINEERS I S64 S33 (� I o N 748 Whalers Way 16 \ / �I ,ni \\ G / Z Suite Fort Collins \ Z z � Colorado 80525 T �39.10'— J \ 48.60' WE 6.69' Phone: 6. \ — — — — — - - - � roe No. 0.70 S00� 49"E 9855 1230.0009.00 \`-, N00°43'02"W 399.38' Sp �g'03E 9 + + - - - - - - - - - - - - - - - - - 11 PROP ANHEUSER—BUSCH FOUNDATION 50 0 50 100 SCALE 1" = 50' PROP. AR UE BY 30' ELCO WATER ESMT. / SAN�T 30' BO SEPARATE / By ATION XELD scale 1"=50' feet DATE OVEMBER 6, 2024 DOCUMENT REC# / I I SEPAR SEWER ER REC# / REC# ATE DOCUMENT. (WIDTH VARIES) /�G� J NT SHEET \ \ I S00°43'02"W 399.38' I 8 of 10 mmmm I I mmmmi "01I ILU 3o I Z 0 o MONTAVA SUBDIVISION PHASE D A I TRACT MM >w Q' I I I I I � LU TRACT I I o 17164 SF Go o WM � - - - -N0035'37"W 2205.63'- - - - - - - - - - - - - - - - - - 30 W — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w KEY MAP DRAWN jj S00°35'37"E 2145.50' m N.T.S. BRB CD jw CHECKED DAP D� p O Doo W I > o N00°35'37"W 2633.48' 2174.80' o°� o I Z DESIGNED z —D o - : I BRB N GIDDINGS RD 0 m 0 - - - - - - - FILENAME TRACT J �' N — I 0009_Plat_Infra 12024 SF a N00°35'41"W 2360.44' Q N00°35 41 W 2360.44 S 2 - - - - - - - - - - - - - - - - - - - - - - - - - -S0035'37"E1551.53'— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 003S'3 7"E 241.22' - - 89'24'18"E SAY I N35W49*W 14.15' Om • C D f mD � Aim I N I I ANHEUSER-BUSCH FOUNDATION I I I I W Z cc O LEGEND FO CU IFOUND SECTION CORNER AS DESCRIBED > I SET #4 REBAR W/ RED CAP, PLS #38348 Q I PROPOSED LOT LINE Co — — — — — — — — PROPOSED EASEMENT Q IEXISTING LOT LINE 100,O- UNPLATTED 50' UE BY — — EXISTING RIGHT—OF—WAY o F NE �' F 4 1 S32 T8N R68W,, DOCUMENT �C7 SEPARATE �c � — — — I G' � F,o I EXISTING SECTION LINE �S�r A TFO REC# I C7 — — — — — — — MONTAVA SUBDIVISION PHASE D — EXISTING EASEMENT Q TRACT MM m PLAT BOUNDARY om � Z W n> 05 O C D C m> m M 0 � D , � �ri � n � N � COz4zo om - w m I > � I o- o p c I TRACT I i m m 0) 17164 SF 00 0 [ - - - - - - - - - - - - -N00Z5'37"W 2205.6,3'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8.00' S00°35'37"E 2145.50' 58939'06"E 49.32' I � 42.01' co W� I ' NN � z 50.00' D0 N003537 . 2174.80' 0x o " N E CORNER 59'5745E 50.69 ' 790.2 42.00 SECTION 32 Q FOUND 3.25" N00°35'41"W 2360.44' 8.00' BRASS CAP PLS 15278 IN - - - - - --- - - 37"E 241 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -50035'37"E 801.85'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RANGE BOX 89'24'18"E 8.00' o� TRACT K ao N35W49*W 14.150 0m . 6368 SF I mD W m m N 03i °o � TST, INC. Id- CONSULTING ENGINEERS j- 748 Whalers Way LO Suite 200 Fort Collins � Z Colorado 80525 N Phone: 970.226.0557 JOB NO. ANHEUSER-BUSCH FOUNDATION 1230.0009.00 50 0 50 100 SCALE 1" = 50' scale 1"=50' feet DATE I I NOVEMBER 6, 2024 I SHEET 9 of 10 MATCH UNE SEE SHEET 8 �d mmmm �V mmmm ® Z 0 z O U) CO w Cw TRACT D 129493 SF DE, FUTURE DEVELOPMENT w I O MONTAVA SUBDIVISION PHASE D 0 >_ TRACT MM O KEY MAP m w N.T.S. DRAWN 0 N Z BRB O N CHECKED Z � DAP DESIGNED ^^n BRB �pD`� CL FILENAME 0009—Plat—Infra 80.00' �• ' r - - - - - - - -i V_ TEMPORARY _ 53•p1 36'�E CONSTRUCTION a l ESMT 10 63 g o I cD co ' oG o a � C,`�,3\ �LLI , PPE � o � 63•g4 � / 135- 30' ELCO 0 F / \ pp1 OD WATER ESMT. / \ ' w ►�—►� 30' SEWER ESMT. / \ — — _ i ' ° 1'36„E 34p 9� 2.3 N H REC# 55 w _ >— =�L - - - - - - - - - - -S38.OWNE 418.99' - - - - - - - - - - - - - - - � ,�\ - - - o SS�p Od , , w 206 �• 553 0 , — o w 10.00' o 6� w 0 16.00' 3 0 0: �pg,4� !� 21.50 0 O � " 0- MAPLE HILL DR _ 0-) � I W . 6; O a 494.00' 68.08' a �� Z o_D TRACT C 0 0 B3.9� N o:-0-, 21836 SF o S53.p�'36 E rn OS, DE, UE 60' Row IY � . 0 � � 8 j L`' ^ PROP. 72' ROW C6_ — — w - - - - - - - - - - - - - _S38°47'35"E 346.99'- - - - !'� - - - rn o W o o \\ N // � PROP o Zp6 00 — w = N Z '� TRACT B Row ' LEGEND Mco .� N �— Ld TRACT A `? 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CONSULTING ENGINEERS 748 Whalers Way I Suite 200 Fort Collins Colorado 80525 I Phone: 970.226.0557 JOB N0. 1230.0009.00 50 0 50 100 SCALE 1" = 50' scale 1"=50' feet DATE NOVEMBER 6, 2024 SHEET 10 of 10 Z FINAL PLAT FOR MONTAVA SUBDIVISION PHASE D INFRASTRUCTURE Z a' O 0 CO w A REPLAT OF TRACT NN AND TRACT 00 OF MONTAVA SUBDIVISION PHASE D AND VACATED RIGHT-OF-WAY LOCATED IN A PORTION OF SECTION 32 AND SECTION 33, TOWNSHIP 8 NORTH, L STATEMENT OF OWNERSHIP AND SUBDIVISION RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. KNOW ALL PERSONS BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNERS OF THE FOLLOWING DESCRIBED LAND: SEVEN (7) PARCELS OF LAND, SITUATE IN THE EAST HALF (E1/2) OF SECTION THIRTY-TWO (32), AND THE WEST HALF (W1/2) OF SECTION THIRTY-THREE (33), TOWNSHIP EIGHT NORTH (T.8N.), RANGE NOTICE: ACCORDING TO COLORADO LAW, YOU MUST PLANNING APPROVAL SIXTY-EIGHT WEST (R.68W.) OF THE SIXTH PRINCIPAL MERIDIAN (6TH P.M.), CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER FOLLOWS: YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES THE CITY OF FORT Q PARCEL 1 MAY ANY ACTION BASED UPON ANY DEFECT IN THIS COLLINS, COLORADO, o SURVEY BE COMMENCED MORE THAN TEN YEARS FROM ON THIS DAY, COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 32 AND ASSUMING THE EAST LINE OF THE SOUTHEAST QUARTER (SE1/4) AS BEARING NORTH 00°33 45" WEST, A DISTANCE OF 2642.14 THE DATE OF THE CERTIFICATION SHOWN HEREON. >_ FEET, MONUMENTED BY A #6 REBAR WITH 2.5" ALUMINUM CAP STAMPED LS 17497 AT THE SOUTH END AND BY A 3.25" BRASS CAP STAMPED LS 15278 AT THE NORTH END AND WITH ALL OTHER M BEARINGS CONTAINED HEREIN RELATIVE THERETO; APPLICANT MONTAVA DEVELOPMENT & DRAWN ®® DIRECTOR OF PLANNING gRg THENCE NORTH 40'20'45" WEST A DISTANCE OF 65.64 FEET TO THE NORTH RIGHT OF WAY (ROW) LINE OF MOUNTAIN VISTA DRIVE, DEDICATED AS PARCEL 2 IN THE DEED RECORDED SEPTEMBER 14, CONSTRUCTION LLC ®1984, AS BOOK 2289, PAGE 1283 OF THE LARIMER COUNTY CLERK & RECORDER (LCCR), TO A LINE PARALLEL WITH AND 50.00 FEET NORTH OF, AS MEASURED AT A RIGHT ANGLE, THE SOUTH LINE 430 N. COLLEGE AVE, SUITE 410 IME, APPROVED AS TO FORM, CITY ENGINEER: CHECKED OF SAID SE1/4 AND TO THE POINT OF BEGINNING; FORT COLLINS, CO, 80524 in LJ DAP THENCE NORTH 89'57'58" WEST, ALONG SAID NORTH LINE, A DISTANCE OF 8.00 FEET TO THE EAST LINE OF MONTAVA SUBDIVISION PHASE D AS RECORDED ____ ______ AS RECEPTION NO. PHONE:(512)-507-5570 r ;"® BY THE CITY ENGINEER OF THE CITY OF FORT COLLINS, COLORADO, DESIGNED OF THE LARIMER COUNTY CLERK & RECORDER; ENGINEER u® ON THIS DAY gRg THENCE NORTH 00°33'45" WEST, ALONG SAID EAST LINE, A DISTANCE OF 1207.02 FEET TO A POINT HEREIN REFERRED TO AS POINT A; TST INC. CONSULTING ENGINEERS mmirmmmm FILENAME THENCE SOUTH 89°59'26" EAST A DISTANCE OF 8.00 FEET TO THE WEST ROW LINE OF NORTH GIDDINGS ROAD AS DEDICATED IN BOOK 2289, PAGE 1283; 748 WHALERS WAY, SUITE 200 mu PROJECT 0009_Plat Cover-Infra THENCE SOUTH 00°33'45" EAST, ALONG SAID WEST ROW LINE, A DISTANCE OF 1207.02 FEET TO THE POINT OF BEGINNING. FORT COLLINS, CO, 80525 57 ®®®®® LOCATION CITY ENGINEER PARCEL 2 SURVEYOR OWNER COMMENCING AT SAID POINT A; STEVEN PARKS, PLS THENCE NORTH 05'0912" EAST A DISTANCE OF 80.32 FEET TO THE POINT OF BEGINNING; 1111 DIAMOND VALLEY DR, SUITE L CD MONTAVA PARTNERS LLC THENCE ALONG THE SOUTH, WEST AND NORTH LINES, AND EXTENSIONS THEREOF OF TRACT 00, OF SAID MONTAVA SUBDIVISION PHASE D, THE FOLLOWING SEVENTEEN (17) COURSES; MAJESTIC SURVEYING, LLC Z A COLORADO LIMITED LIABILITY COMPANY THENCE NORTH 89°59'26" WEST A DISTANCE OF 127.98 FEET TO A POINT OF CURVATURE (PC); PHONE: (970) 833-5698 0 THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH A DISTANCE OF 101.24 FEET, HAVING A RADIUS OF 640.00 FEET, A DELTA OF 09'03'47" AND IS SUBTENDED BY A CHORD THAT BEARS ® ®�� SOUTH 85'28 07" WEST A DISTANCE OF 101.13 FEET TO THE BEGINNING POINT OF A CURVE, NON-TANGENT TO THE AFORESAID CURVE; go ®® C5BY: PRINTED NAME: THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHWEST A DISTANCE OF 83.27 FEET, HAVING A RADIUS OF 305.00 FEET, A DELTA OF 15°38'36" AND IS SUBTENDED BY A CHORD THATrmm o - BY. BEARS NORTH 30'58'17" WEST A DISTANCE OF 83.01 FEET A POINT OF TANGENCY (PT); MOUNTAIN VISTA DR THENCE NORTH 38°47'35" WEST A DISTANCE OF 326.00 FEET; STATE OF COLORADO ) THENCE NORTH 51*12'25" EAST A DISTANCE OF 303.00 FEET; ) SS THENCE SOUTH 38°4735" EAST A DISTANCE OF 214.28 FEET; COUNTY OF LARIMER ) THENCE NORTH 51*12'25" EAST A DISTANCE OF 28.00 FEET; Nana I V, Z THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY, THENCE NORTH 00°33'45" WEST A DISTANCE OF 253.69 FEET; I J THENCE NORTH 51*1225" EAST A DISTANCE OF 7.00 FEET; ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS w BY AS OF MONTAVA DEVELOPMENT, LLC, A THENCE NORTH 38°47'35" WEST A DISTANCE OF 56.00 FEET; AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE m COLORADO LIMITED LIABILITY COMPANY. THENCE NORTH 51'12'25" EAST A DISTANCE OF 65.00 FEET; OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF THENCE NORTH 38°47'35" WEST A DISTANCE OF 328.71 FEET; APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR ~ ® ® WITNESS MY HAND AND OFFICIAL SEAL. THENCE NORTH 36'58'24" EAST A DISTANCE OF 26.91 FEET; RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT ®� ®® THENCE NORTH 53'01'36" WEST A DISTANCE OF 342.00 FEET; SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. o o NOTARY PUBLIC THENCE NORTH 36°58'24" EAST A DISTANCE OF 503.12 FEET TO A PC; m E t ® MY COMMISSION EXPIRES: THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST A DISTANCE OF 224.27 FEET, HAVING A RADIUS OF 245.00 FEET, A DELTA OF 52°26 55" AND IS SUBTENDED BY A CHORD THAT VINE DR BEARS NORTH 63'11'51 " EAST A DISTANCE OF 216.52 FEET A POINT OF TANGENCY (PT); THENCE NORTH 89'25'19" EAST A DISTANCE OF 15.37 FEET TO THE WEST ROW LINE OF NORTH GIDDINGS ROAD AND TO A POINT HEREIN REFERRED TO AS POINT B; ® (mg ® CONTRACT PURCHASER W THENCE SOUTH 00°35'37" EAST, ALONG SAID WEST ROW LINE, A DISTANCE OF 378.65 FEET; VICINITY MAP MONTAVA DEVELOPMENT & CONSTRUCTION LLC THENCE SOUTH 00'33'45" EAST, CONTINUING ALONG SAID WEST ROW LINE, A DISTANCE OF 1304.66 FEET TO THE POINT OF BEGINNING. NOTICE OF OTHER DOCUMENTS: NOT TO SCALE A COLORADO LIMITED LIABILITY COMPANY Z PARCEL 3 COMMENCING AT SAID POINT B; ALL PERSONS TAKE NOTICE THAT THE OWNER HAS EXECUTED CERTAIN DOCUMENTS PERTAINING TO THIS BY: PRINTED NAME: O THENCE NORTH 00'35'37" WEST, ALONG SAID WEST ROW LINE, A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING; DEVELOPMENT WHICH CREATE CERTAIN RIGHTS AND OBLIGATIONS OF THE DEVELOPMENT, THE OWNER AND/OR V SUBSEQUENT OWNERS OF ALL OR PORTIONS OF THE DEVELOPMENT SITE, MANY OF WHICH OBLIGATIONS By. CO THENCE SOUTH 89°2519" WEST A DISTANCE OF 8.00 FEET TO THE EAST LINE OF SAID MONTAVA SUBDIVISION PHASE D; CONSTITUTE PROMISES AND COVENANTS THAT, ALONG WITH THE OBLIGATIONS UNDER THIS PLAT, RUN WITH THE D THENCE NORTH 00°35'37" WEST, ALONG SAID EAST LINE AND AN EXTENSION THEREOF, A DISTANCE OF 2145.63 FEET TO THE SOUTH ROW LINE OF RICHARDS LAKE ROAD, DEDICATED AS PARCEL 1 IN LAND. THE SAID DOCUMENTS MAY ALSO BE AMENDED FROM TIME TO TIME AND MAY INCLUDE, WITHOUT STATE OF COLORADO ) SAID BOOK 2289, PAGE 1283 AND TO A LINE PARALLEL WITH AND 50.00 FEET SOUTH OF, AS MEASURED AT A RIGHT ANGLE, THE NORTH LINE OF THE E1/2; LIMITATION, THE DEVELOPMENT AGREEMENT, SITE AND LANDSCAPE COVENANTS, FINAL SITE PLAN, FINAL SS LANDSCAPE PLAN AND ARCHITECTURAL ELEVATIONS WHICH DOCUMENTS ARE ON FILE IN THE OFFICE OF THE W THENCE SOUTH 89°39'06" EAST, ALONG SAID SOUTH ROW LINE A DISTANCE OF 8.00 FEET TO THE WEST ROW LINE OF NORTH GIDDINGS ROAD AND TO A POINT HEREIN REFERRED TO AS POINT C; COUNTY OF LARIMER i CLERK OF THE CITY AND SHOULD BE CLOSELY EXAMINED BY ALL PERSONS INTERESTED IN PURCHASING ANY THENCE SOUTH 00°35'37" EAST, ALONG SAID WEST ROW LINE, A DISTANCE OF 2145.50 FEET TO THE POINT OF BEGINNING. PORTION OF THE DEVELOPMENT SITE. m co 0 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY, PARCEL 4 COMMENCING AT SAID POINT C; BASIS OF BEARINGS BY AS OF MONTAVA DEVELOPMENT, LLC, A COLORADO 0) M 0 LIMITED LIABILITY COMPANY. THENCE SOUTH 89°48'35" EAST A DISTANCE OF 84.01 FEET TO THE POINT OF BEGINNING; THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE THENCE SOUTH 89°57'45" EAST, ALONG THE SOUTH ROW LINE OF RICHARDS LAKE ROAD. A DISTANCE OF 8.00 FEET; SIXTH PRINCIPAL MERIDIAN IS ASSUMED TO BEAR N 00°33'45" W A DISTANCE OF 2642.14 FEET, BEING WITNESS MY HAND AND OFFICIAL SEAL. Q Z Q THENCE SOUTH 00°35'37" EAST A DISTANCE OF 801.85 FEET TO THE NORTH LINE OF THAT PARCEL AS DESCRIBED IN THE WARRANTY DEED AS RECORDED MAY 31, 2016 AS RECEPTION NO. MONUMENTED ON THE NORTH BY A 3-1/4" BRASS CAP IN MONUMENT BOX L.S. 15278 AND ON THE SOUTH BY 20160033867; A 2-1/2" ALUMINUM CAP MARKER L.S. 17497 IN MONUMENT BOX. Q o a. THENCE NORTH 35°00'49" WEST, ALONG SAID NORT LINE, A DISTANCE OF 14.15 FEET TO THE EAST ROW LINE OF NORTH GIDDINGS ROAD AND TO A POINT HEREIN REFERRED TO AS POINT D; NOTARY PUBLIC THENCE NORTH 00'35'37" WEST, ALONG SAID EAST ROW LINE, A DISTANCE OF 790.26 FEET TO THE POINT OF BEGINNING. NOTES: Z W MY COMMISSION EXPIRES: PARCEL 5 1. FOR ALL INFORMATION REGARDING EASEMENTS, AND RIGHTS-OF-WAY TST INC. AND MAJESTIC SURVEYING, O co BEGINNING AT SAID POINT D; LLC RELIED ON TITLE COMMITMENT NO. 13833-4187956 PREPARED BY FIRST AMERICAN TITLE INSURANCE ACKNOWLEDGED AND AGREED TO BY Q THENCE SOUTH 00°35'37" EAST A DISTANCE OF 241.22 FEET TO THE SOUTH LINE SAID RECEPTION NO. 20160033867 AND TO A POINT HEREIN REFERRED TO AS POINT E; COMPANY, DATED JULY 26, 2024. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY MAJESTIC THENCE ALONG THE SOUTH, WEST AND NORTH LINES OF RECEPTION NO. 20160033867 THE FOLLOWING THREE COURSES: SURVEYING, LLC OR TST INC. MONTAVA METROPOLITAN DISTRICT NO. 1, THENCE SOUTH 89°24'14" WEST A DISTANCE OF 12.04 FEET; QUASI-MUNICIPAL CORPORATION AND POLITICAL SUBDIVISION OF THE STATE OF COLORADO THENCE NORTH 00'35'42" WEST A DISTANCE OF 258.80 FEET; 2. THERE SHALL BE NO PRIVATE CONDITIONS, COVENANTS OR RESTRICTIONS THAT PROHIBIT OR LIMIT THE THENCE SOUTH 35°00'49" EAST A DISTANCE OF 21.31 FEET TO THE POINT OF BEGINNING. INSTALLATION OF RESOURCE CONSERVING EQUIPMENT OR LANDSCAPING THAT ARE ALLOWED BY SECTIONS 12-120 - 12-122 OF THE CITY CODE. BY: PRINTED NAME: 3. PER C.R.S. 38-51-106, "ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. TITLE: PARCEL 6 ONE METER EQUALS 39.37/12 U.S. SURVEY FEET, EXACTLY ACCORDING TO THE NATIONAL INSTITUTE OF BEGINNING AT SAID POINT E; STANDARDS AND TECHNOLOGY. STATE OF COLORADO SS THENCE NORTH 89°24'23" EAST A DISTANCE OF 8.00 FEET; THENCE SOUTH 00°3537" EAST A DISTANCE OF 1551.53 FEET; 4. MONTAVA SUBDIVISION PHASE D INFRASTRUCTURE IS LOCATED WITHIN THE MONTAVA PUD MASTER PLAN COUNTY OF LARIMER ) THENCE SOUTH 00'33'45" EAST A DISTANCE OF 37.69 FEET TO THE BEGINNING POINT OF A CURVE, NON-TANGENT TO AFORESAID COURSE; AND MONTAVA PUD OVERLAY, ODP 180002 APPROVED PURSUANT TO ORDINANCE NO. 014, 2020, THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST A DISTANCE OF 97.99 FEET, HAVING A RADIUS OF 93.50 FEET, A DELTA OF 60'02'50" AND IS SUBTENDED BY A CHORD THAT RECORDED JUNE 4, 2020 AT RECEPTION #20200039330 IN THE RECORDS OF THE CLERK AND RECORDER THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY, OF LARIMER COUNTY, COLORADO. BEARS SOUTH 48'26'04" EAST A DISTANCE OF 93.57 FEET A PT; BY AS PRESIDENT OF MONTAVA METROPOLITAN DISTRICT NO. 1, THENCE SOUTH 77'33'53" EAST A DISTANCE OF 6.69 FEET; 5. MONTAVA SUBDIVISION PHASE D INFRASTRUCTURE MAY BECOME SUBJECT TO THE CONSOLIDATED SERVICE QUASI-MUNICIPAL CORPORATION AND POLITICAL SUBDIVISION OF THE STATE OF COLORADO. \ THENCE SOUTH 00'36'49" EAST A DISTANCE OF 98.55 FEET TO THE BEGINNING POINT OF A CURVE, NON-TANGENT TO AFORESAID COURSE; PLAN FOR MONTAVA METROPOLITAN DISTRICT NOS. 1-7 APPROVED BY RESOLUTION 2018-083. WITNESS MY HAND AND OFFICIAL SEAL. THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST A DISTANCE OF 84.65 FEET HAVING A RADIUS OF 83.50 FEET A DELTA OF 58°05'14" AND IS SUBTENDED BY A CHORD THAT J ' 6. MONTAVA SUBDIVISION PHASE D IS SUBJECT TO THE DEVELOPMENT AGREEMENT TO SECURE PUBLIC -- BEARS SOUTH 41'31'26" WEST A DISTANCE OF 81.07 FEET A POINT OF COMPOUND CURVATURE (PCC); BENEFITS FOR MONTAVA PLANNED UNIT DEVELOPMENT MASTER PLAN APPROVED BY RESOLUTION 2020-007 THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE EAST A DISTANCE OF 86.25 FEET, HAVING A RADIUS OF 105.50 FEET, A DELTA OF 46'50'24" AND IS SUBTENDED BY A CHORD THAT BEARS AND RECORDED DECEMBER 14, 2020 AT RECEPTION NO. 20200105298 AND RE-RECORDED APRIL 7, 2022 NOTARY PUBLIC SOUTH 10°56'23" EAST A DISTANCE OF 83.87 FEET A PCC; AT RECEPTION NO. 20220022462 IN THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST A DISTANCE OF 46.85 FEET, HAVING A RADIUS OF 63.50 FEET, A DELTA OF 42°16'30" AND IS SUBTENDED BY A CHORD THAT COLORADO. MY COMMISSION EXPIRES: BEARS SOUTH 55°29'50" EAST A DISTANCE OF 45.80 FEET; 7. NOTWITHSTANDING SECTION 24-42(A) OF THE CITY CODE, OR ANYTHING ELSE TO THE CONTRARY, THENCE SOUTH 03°29 03" EAST, ALONG A LINE NON-TANGENT TO THE AFORESAID CURVE, A DISTANCE OF 90.70 FEET TO THE BEGINNING POINT OF A CURVE, NON-TANGENT TO AFORESAID COURSE; MONTAVA METROPOLITAN DISTRICT NO. 1 (OR ITS ASSIGNS) SHALL BE RESPONSIBLE FOR THE OPERATION THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST A DISTANCE OF 27.20 FEET, HAVING A RADIUS OF 123.50 FEET, A DELTA OF 12°37'02" AND IS SUBTENDED BY A CHORD THAT AND MAINTENANCE OF ANY PARKWAY, AS DEFINED IN SECTION 24-6, BETWEEN A PROPERTY OWNER'S ATTORNEYS CERTIFICATE BEARS SOUTH 70°42'04" WEST A DISTANCE OF 27.14 FEET A PT; PROPERTY LINE AND THE EDGE OF THE ADJACENT LOCAL OR COLLECTOR STREET. TST, INC. THENCE SOUTH 64°23'33" WEST A DISTANCE OF 16.88 FEET TO A PC; I CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN DULY EXECUTED AS REQUIRED PURSUANT TO SECTION CONSULTING ENGINEERS THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST A DISTANCE OF 57.47 FEET, HAVING A RADIUS OF 73.49 FEET, A DELTA OF 44°4824" AND IS SUBTENDED BY A CHORD THAT 2.2.3(C)(3)(A) THROUGH (E) INCLUSIVE OF THE LAND USE CODE OF THE CITY OF FORT COLLINS AND THAT 748 Whalers Way BEARS SOUTH 41°59'29" WEST A DISTANCE OF 56.02 FEET; ALL PERSONS SIGNING THIS SUBDIVISION PLAT ON BEHALF OF A CORPORATION OR OTHER ENTITY ARE DULY Suite 200 Fort Collins THENCE SOUTH 00°3345" EAST, ALONG A LINE NON-TANGENT TO THE AFORESAID CURVE, A DISTANCE OF 2075.45 FEET TO THE NORTH ROW LINE OF MOUNTAIN VISTA DRIVE; AUTHORIZED SIGNATORIES UNDER THE LAWS OF THE STATE OF COLORADO. THIS CERTIFICATION IS BASED Colorado 80525 THENCE SOUTH 89°58'54" WEST, ALONG SAID NORTH ROW LINE, A DISTANCE OF 8.00 FEET TO THE EAST ROW LINE OF NORTH GIDDINGS ROAD; UPON THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO AS OF THE DATE OF Phone: 970.226.0557EXECU110N OF THE PLAT AND OTHER INFORMATION DISCOVERED BY ME THROUGH REASONABLE INQUIRY AND JOB N0. THENCE ALONG SAID EAST ROW LINE THE FOLLOWING TWO COURSES: IS LIMITED AS AUTHORIZED BY SECTION 2.2.3(C)(3)(F) OF THE LAND USE CODE. 1230.0009.00 THENCE NORTH 00'33 45" WEST A DISTANCE OF 2592.55 FEET; SURVEYOR'S STATEMENT THENCE NORTH 00°35'37" WEST A DISTANCE OF 1551.54 FEET TO THE POINT OF BEGINNING. STEVEN PARKS SCALE N.T.S. I, STEVEN PARKS, A LICENSED PROFESSIONAL LAND COLORADO PLS ATTORNEY DATE PARCEL 7 SURVEYOR IN THE STATE OF COLORADO, DO HEREBY (NAME) DATE TRACT NN, MONTAVA SUBDIVISION PHASE D STATE THIS SUBDIVISION PLAT WAS PREPARED FROM AN NOTICE: ACCORDING TO COLORADO LAW, YOU MUST JANUARY 29, 2025 ACTUAL SURVEY UNDER MY PERSONAL SUPERVISION, COMMENCE ANY LEGAL ACTION BASED UPON ANY ADDRESS: THAT THE MONUMENTAT10N AS INDICATED HEREON WERE DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER SHEET SAID DESCRIBED PARCELS OF LAND CONTAIN 790,842 SQUARE FEET OR 18.19 ACRES, MORE OR LESS (f). FOUND OR SET AS SHOWN, AND THAT THE FORGOING YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY PLAT IS AN ACCURATE REPRESENTATION HEREOF, ALL ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY REGISTRATION NO.: 1 Of 6 HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED INTO LOTS, TRACTS AND STREETS AS SHOWN ON THIS PLAT TO BE KNOWN AS MONTAVA PHASE D INFRASTRUCTURE, SUBJECT TO ALL THIS TO THE BEST OF MY KNOWLEDGE, INFORMATION BE COMMENCED MORE THAN TEN YEARS FROM THE EASEMENTS AND RIGHTS-OF-WAY NOW OF RECORD OR EXISTING OR INDICATED ON THIS PLAT. AND BELIEF. DATE OF THE CERTIFICATION SHOWN HEREON. Z FINAL PLAT FOR F- MONTAVA SUBDIVISION PHASE D INFRASTRUCTURE IL Z a' O 0 (n w > 0 w A REPLAT OF TRACT NN AND TRACT 00 OF MONTAVA SUBDIVISION PHASE D AND VACATED RIGHT-OF-WAY 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. w Q 0 NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY m DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT DRAWN MAY ANY ACTION BASED UPON ANY DEFECT IN THIS BRB SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. CHECKED / DAP \ DESIGNED BRB FILENAME TRACT A / 0009-Plat Cover-Infra NE CORNER SECTION 32, T8N, R68W, FOUND 3.25" AL. CAP / /' ♦ PLS 15278 IN RANGE BOX MONTAVA SUBDIVISION PHASE D NOT A PART TRACT B 1 /' \ / / // ' TRACT K � TRACT I / / I / / TRACT I / / MONTAVA SUBDIVISION Uj PHASE D // /' CURVE TABLE CURVE TABLE NOT A PART /' /' Z CURVE RADIUS LENGTH DELTA BEARING CHORD CURVE RADIUS LENGTH DELTA BEARING CHORD 0 I / / � v r » v » v � r » r » v C1 640.00 101.24 9°03 47 S85'28 07 W 101.13 C21 213.50 98.45 26*25r15 N89°55 24 W 97.58 0 I / / TRACT D TRACT J/ // ' C2 305.00' 83.27' 15'3836" N30'58'17"W 83.01' C22 93.50' 126.35' 77'25'44" S38°09'07"W 116.96' D J I I > J C3 245.00' 224.27' 52'26'55" N63'11'51"E 216.52' C23 93.50' 97.23' 59'34'51" S47'04'34"W 92.91' Q C4 93.50' 97.99' 60'02'50" S48'26'04"E 93.57' C24 93.50' 29.13' 17'50'54" S8'21'42"W 29.01' M� CO W C5 83.50' 84.65' 58*05'14" S41'31'26"W 81.07' C25 93.50' 127.12' 77°53'43" S39°30'37"E 117.55' TRACT E E 1/4 COR. SEC. 32, C6 105.50' 86.25' 46'50'24" S10'5623"E 83.87' C26 93.50' 29.13' 17'50'54" S9'29'12"E 29.01' LL LL 0 / T8N, R68W, � , / FOUND 3-1/4" BRASS C7 63.50 46.85 42" 6 30 S55'29 50 E 45.80 C27 73.50 83.33 64'57 27 S31'54 54 W 78.93 Q Z / CAP IN MONUMENT BOX > LS #15278 C8 123.50 27.20 12'37 02 S70'42 04 W 27.14 C28 73.50 25.85 20°09 11 S9'30 50 W 25.72 / C9 73.49' 57.47' 44'48'24" S41'5929"W 56.02' C29 118.00' 103.74' 50*22'13" S6'12'25"W 100.43' TRACT F C10 118.00' 287.38' 139'3227" S39'12'27"E 221.44' C30 118.00' 105.30' 51'07'49" S84'10'23"E 101.84' Z W ' O C11 560.00' 96.74' 9'5353" S48'04'40"E 96.62' C31 640.00' 115.51' 10*20'28" S47°51'22"E 115.35' co co r r r » r » r r r r » r » C12 223.50 85.52 21'S5 27 N11'31 29 W 85.00 C32 600.00 149.06 14°14 04 S45°54 34 E 148.68' C13 223.50' 44.93' 11'31'01 N6'19'16"W 44.85' C33 25.00' 39.27' 90'00'00" N45°00'00"E 35.36' C14 223.50' 40.60' 10*2426" N17*1659"W 40.54' C34 20.00' 30.69' 87'55'49" N43°57'55"W 27.77' C15 28.50' 36.11' 72'36'04" N58'47'14"W 33.75' C35 80.00' 122.77' 87'55'49" S43°57'55"E 111.08' � F C16 273.50' 64.07' 13*25'18" N43'06'19"E 63.92' C36 75.00' 117.81' 90'00'00" S45°00'00"W 106.07' / i r r » » r r r » r » C17 105.50 91.90 49°54 32 N11°26 24 E 89.02 C37 105.44 32.85 17°51 08 S25°26 24 E 32.72' DESCRIPTION OF LAND USE SIZE(AC.) PERCENTAGE 0 &M RESPONSIBILITY / (%)TOTAL C18 83.50' 92.11' 63*12'18" N45'07'01"W 87.51' TRACT G /' /' TRACT H TRACTA OS, PA, DE, UE 1.08 5.93% MONTAVA METRO DISTRICT C19 640.00' 339.15' 30°21'43" N68°1228"W 335.19' TRACT B OS, PA, DE, UE 0.81 4.48% MONTAVA METRO DISTRICT TRACT OS, PA, DE, UE 0.50 2.76/° MONTAVA METRO DISTRICT C20 560.00 201.34 20'36 00 N63'19 36 W 200.26 TRACT D DE, FUTURE DEVELOPMENT 2.97 16.37% MONTAVA METRO DISTRICT \ TRACT E OS, PA, DE, UE 1.84 10.11% MONTAVA METRO DISTRICT TRACT IF DE, FUTURE DEVELOPMENT 4.27 23.54% MONTAVA METRO DISTRICT TRACT G DE, UE 0.22 1.22% MONTAVA METRO DISTRICT TRACT H DE, UE 0.37 2.01% MONTAVA METRO DISTRICT TRACT I DE, UE 0.39 2.17% MONTAVA METRO DISTRICT TRACTJ DE, UE 0.28 1.52% MONTAVA METRO DISTRICT TRACT I< DE, UE 0.15 0.81% MONTAVA METRO DISTRICT TST INC. RIGHT-OF-WAY 5.28 29.07% CITY OF FORT COLLINS r / CONSULIING ENGINEERS TOTAL 18.16 100.00% 748 Whalers Way Suite 200 Fort Collins SE COR. SEC. 32, T8N, R68W, PA-PUBLIC ACCESS EASEMENT, DE-DRAINAGE EASEMENT, UE-UTILITY EASEMENT, OS-OPEN SPACE Colorado 80525 FOUND #6 REBAR W/ 2-1/2" Phone: 970.226.0557 ALUM. CAP IN MONUMENT BOX Joe No. 1230.0009.00 0 LS #17497 ` SCALE 200 200 400 1" = 200' scale 1"=200' feet DATE JANUARY 29, 2025 SHEET 2 of 6 I I 80' ROW PER I MONTAVA SUBDIVISION PHASE D ROAD BK R, PG MONTAVA SUBDIVISION PHASED I 152 & BK 2289 TRACT QQ TRACT PP PG 1283 NOT A PART NOT A PART m om 5 m Om m n 0 11 1 y 0 a7� O m cn m cn p > oN � m c» < f30' 50' D O m U'_ U'- c D c y c 6 � � 1 � � 0-0 < TRACT G K i m 0 m I o 0 K 70 m 0 m 9656 SF z� v � O C) I m cn zm � m UE 4 N o o• 3 > LU - - - - - - - - - - - N00'33'45"W 1207.02- - - - - - - - - - - - - - - - - - - - - - - O N89'S7'S8"W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - 8.00' m3 S00'3345"E 1207.02' I w O POINT OF BEGINNING � �� PARCEL 1 N N D O lb c o � N00'33'45"W 2642.14' Z POINT OF COMMENCEMENT NLd (BASIS OF BEARING) 3 < W N� � N GIDDINGS RD I� I SE COR. SEC. 32, T8N, R68W, 6TH P.M. -;& o_U 70 S00°33 45 E m o FOUND #6 REBAR W/ 2-1/2" ALUM. ' cO" 1799.23' o m o S89'S8'S4"W CAP IN MONUMENT BOX LS #17497 1400.00' (BETWEEN MONUMENTS) m > m 1 8.00' _ _ _ _ KEY MAP — - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1400.00 (BETWEEN MONUMENTS)- - - -- - - - - - - - - - - - - - - - - - - - - - - -S00'33'45"E 2075.45' — I N.T.S. DRAWN BRB m — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TRACT H T 30' UE BY m o m o on m `s- 15905 SF I CHECKED DAP 100' ROW PER _ ~� C)< 0 SEPARATE D � c D c UE DESIGNED ROAD BK R, PG DOCUMENT D ao m v, UNPLATTED m D m 152 & BK 2289 �� z---I v PG 1283 REC# o 0 > m NOT A PART m BRB -T— 00 D I FILENAME 1-50' 50' UE BY SEPARATE DOCUMENT "� ---I REC# 0009-Plat-Infra 40, / ADO 9 I I O \� �10 O� � It Z MONTAVA SUBDIVISION PHASE D °°'Po ` NOT A PART I O V 3 I LEGEND D FOUND SECTION CORNER AS DESCRIBED Q N36058'24"E I (D \ 26.91' A SET #4 REBAR W/ RED CAP, PLS #38348 m PROPOSED LOT LINE Q � TRACT F � � ,�D�' 186198 SF \ - - - - - - - - PROPOSED EASEMENT DE, FUTURE DEVELOPMENT 00° EXISTING LOT LINE Q z MONTAVA SUBDIVISION PHASE D 40 TRACT PP 0 � �y� TRACT E I —-- --— EXISTING RIGHT-OF-WAY > NOT A PART �1� \ I-bb 2s 19 79957 SF I - - EXISTING SECTION LINE Q Q 80' ROW � j� �. DE, FUTURE REC# � •� 0 ,��� �� sr� DEVELOPMENT EXISTING EASEMENT s� I PLAT BOUNDARY 40' � � 40' ,�4 I O N38'47'35"W s03°09 42 E TIE 6.87' '0056.00' �s� ss� o� " N<0 J rn I S51*12'25"W S00'33'45"E 253.69' 1 m 28.00' , " °gyp, s3 1�' m �6' \� S36°23'40"W W NOTICE: ACCORDING TO COLORADO LAW YOU MUST om w 0< m- N51'12 25 E �` D 1.63' IW ' m 0 *Z D m c ► 0 Z COMMENCE ANY LEGAL ACTION BASED UPON ANY 0 0 mz 1 a D 00 =m 7.00 > v7 DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER o m �' vi N � � < o 0 v — — — — —I W YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT m D m y m POINT A POINT OF BEGINNING 0 0 m 0 Soo°33'45"E ,�h �0 C17 MAY ANY ACTION BASED UPON ANY DEFECT IN THIS z� m PARCEL 2 D m cn 20.13_ — ' V SURVEY BE COMMENCED MORE THAN TEN YEARS FROM �m o 00) -� 0 c — — — — — — _ _ _ 220 Z THE DATE OF THE CERTIFICATION SHOWN HEREON. - - - - - - - - - - - - - - - - - J N - - - - _ _- - - - - _ - - - - _ - - - - - - - - - — — - - - m- - - - _ _- - - - _ - - - - - - - - - - - — — C� — — — — — — — S01°42'31"E 175.00'— O15—C13—C12 v,N05'09'12"E— — — S00°33'45"E 511.37'- - 80.32�--------- - S89'59'26"E 8.00' S00'33'45"E 1304.66' � N N D 0 i W I N Nog N GIDDINGS RD , 0�� OD 1192.55 (BETWEEN MONUMENTS) N00'33 45 W 2642.14 _ v� o_ W —o N m (BASIS OF BEARINGS) 0 W N I NE CORNER — Z N m ' " No0'33'45"W 00-0 m SECTION 32 r. m NO0'35 00 E �v_ (00 I NCOc ' 175.00 75.86 FOUND 3.25" S00'33'45"E 2592.55' C28 — — — — — — — BRASS CAP PLS 15278 IN a17' pp, - - - - - - - -675.45' (BETWEEN MONUMENTS)- - N - -� - - - - - - _ _\ c2� vo �\ RANGE BOX - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 - - - - - - - - - - - - - - - �> — —S00'33'45"E 2075.45' — m m o _ I I o; ��'9 0 D IESMc�� C6 TRACT H �Dom � on I -``'I � � D �o - - - -� TST, INC. 15905 SF D 00 c D c m I o o I m cn \ m o v .- "- CONSULTING ENGINEERS UE m m D m < `n t o o f 0 n 0 0 S64'23'33"W \ o '°`nn t o I 748 Whalers Way 0 o z m W D c o o m om 0 m 0° ^ LO Suite 200 Fort Collins 00 D m I Z z l = c D c m 16.88 \ / z l Z Colorado 80525 I o -f- + D m D m \mow S03•29'03"E �� + I Phone: 970.226.0557 m z-100 \ot� v �m { 90.70' JOB NO. I I\ �' �, c��� I 1230.0009.00 - }- - — — - - _ _ — — — — -- - - - - - - - �- I \\ N00°43'02'� 03"W 21.56' � 50 0 50 100 SCALE 1" = 50' NO3 29 (ESMT. TIE) scale 1"=50' feet DATE 330' LCO WATER ESMT. G��/� I JANUARY 29, 2025 UNPLATTED \ N89°38'12"E 17.87' / I SHEET N O T A PART � soo°43'02"w 399.38' �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 3of6 I MATCH DUNE SEE SHEET 6 5 / /C, G�ti 5 0 ♦ 2R 3l Ap. z . O ss8. C^ I 4 F Of 5;LLI lot F-I: w 9• KEY MAP Ld Ld N.T.S. / ^ I W � TRACT C / p T m 21836 SF ! j OS, DE, UE °° ,,� p^ I DRAWN MONTAVA SUBDIVISION PHASED ` °co• „�ro O• BRB NOT A PART ` r�`ti p'� ^'j� I CHECKED DAP w NZ I z DESIGNED BRB FILENAME 0009_Plat_Infra pp' S8A ^^ �0' pp' MONTAVA SUBDIVISION PHASE D I TRACT MM � +�y�;, NOT A PART� 1 1 9 / 80• O .o A3 LEGEND h �3 -7�' �O FOUND SECTION CORNER AS DESCRIBED I / / �O SET #4 REBAR W/ RED CAP, PLS #38348 0O PROPOSED LOT LINE W O� — — — — — — — — PROPOSED EASEMENT z cr MONTAVA SUBDIVISION PHASE D / / EXISTING LOT LINE I ` NOT A PART // // �� ——— ——— EXISTING RIGHT—OF—WAY — EXISTING SECTION LINE EXISTING EASEMENT PLAT BOUNDARY N36'58'24"E / �p� � Q 9' / / , ------------------------------------- TIE CD(JE 26.91 Cl) J NOTICE: ACCORDING TO COLORADO LAW, YOU MUST LL 0. I 00- / l 9' UE TRACT ID COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER TRACT E / 129493 SF YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT +.�4j �, 19 79957 SF / / DE, FUTURE MAY ANY ACTION BASED UPON ANY DEFECT IN THIS Q Q W �1 s; R DE, FUTURE / DEVELOPMENT SURVEY BE COMMENCED MORE THAN TEN YEARS FROM DEVELOPMENT I THE DATE OF THE CERTIFICATION SHOWN HEREON. z LU w ti F NI Q co wjj N 384735W S03'09'42"E Q _ w s 6.87 Z I 56.00 �'cS> 60 o`�'�' � O OO, S� 1 `s m C�6' \ S36°23'40"W // �5 SOo'35'37"E m D F- N 51'12 25 E c �' 0 00 a �D 1.63' / \ m 60.00' �' D 7.00' v .� / �� S00'33 45 E _ < a c r i I � � — �� G 8.98' -a � D '� 00 TRACT F 0 0 O;u r- D - „ F o CO \ Soo°35 37 E D � � � � M. � to I 186198 SF Soo°33 45 E / �h C17 `� 49.43' �o N89 2519E 15.37 DE, FUTURE DEVELOPMENT V <y 0 20.13 , I La 22 - - - - - - - - - - - - - - - - - - - - - POINT B - - - - - - - - - - ;0 0 _ _ _ _ _ — — — C1 — — v� S01°42'31"E 175.00'— — — —C13— 12 — — — — — — — — — — — — — C24 — — -S00'33'07"W 173.18'' — S00'34'48"E 156.09' — — C S00'33'45"E 1304.66' E 1/4 COR. SEC. 32, T8N, S00'35'37"E 378.65' S89025'19"W 8.00' R68W 6TH P.M. N �o � I I " POINT OF BEGINNING N D g n? N O p0 FOUND 3-1/4 BRASS CAP IN �� , PARCEL 3 00 c W OD o MONUMENT BOX LS 15278 NOO'35 37 W 2633.48 _ m o Z 1192.55' (BETWEEN MONUMENTS) N0o'33'45"W 2642.14' �_ M # CA IQ o (BASIS OF BEARINGS) 0 0 �� MAJESTICSURVE � N GIDDINGS RD S00°33'45"E �N m .Z7 N00°35'00"E N 0-0 9.03' S00'35'37"E N01°44'22"W ^' cO" � F I N 00'33 45 W 173.18'175.00' 75.86' C26 49.43' 775.77' (BETWEEN MONUMENTS C28 —L b., I r 4 2 — — — �- — — — — — — — — — — - - - - - - 775.76' (BETWEEN MONUMENTS)- — — — - - - - - - - C ) — - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - ;U M� ��El �'� �' S00'33'45"E om r*z I > � C' S / of �0 \x DOD m0 G� �I^C6 - - � w O�Op��� GOc/ 37.69' m � mDm oo TST, INC. o I m Cl , „ \ o o Ln I ,N I � C1 15�c,Q �� / D c �rn m 00 CONSULTING ENGINEERS � \ G 0 m 748 Whalers Way p I o o o 0 m S64 23 33 W ^/ I Lo 0I r, \s O // m I Suite 200 Fort Collins CID Z Colorado 80525 I z I < C D m 16.88 \fin 9'03"E /'/ z I I `" \\ �� S00'36'49"E S77'33'S3"E Phone: 970.226.0557 z� S03 J f f JOB N0. v -+m 90.70� G✓�j 98.55 / 6.69 I 1230.0009.00 — � — ===1- - - - - - N00°36'49"W 19.10' I + - - - - - - - - - - - - - - - - - N00'43'02"W 399.38'- 0 50 100 SCALE „ , / / � (ESMT. TIE) I 50 1 = 50 NO3°29'03"W 21.56' / / / N77°09'22"W 67.10' (ESMT. TIE) scale 1"=50' feet DATE 30' ELCO WATER ESMT. / / g �—�Sy 30 JANUARY 29, 2025 \ N8938'12"E 17.87' REC# j/ SIEPgRgT EWER ES SHEET S00°43'02"W 399.38' REC# DOCUM MT _ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - ` ENT Of i 1 1 I I I I 5 A�O• I O 6 N 1-H ss Ro 144 U„ o MONTAVA SUBDIVISION PHASE D I w TRACT MM NOT A PART I 3 I m n< cDi 0om �' Da? TRACT I D � LU � 70 C> C oD 17164 SF 0g I 3 0 II o0 mDm m � UECD � I �m � C -N00'35'37"W 2145.63 - - - - - - - - - - - - - - - - - - - - C- - '- - - - - - - - - - - - - - — — — — — — — — — — —I3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1072.82' (BETWEEN MONUMENTS)- - - - - - - - - - - - - - - - - - - - - - w KEY MAP DRAWN 3 1072.75' (BETWEEN MONUMENTS) S00'35'37"E 2145.50' ,� tw N o o S35'00'49"E 21.31' j W CHECKED N�i Noo �Noo N N�� N35'00'49"W 14.15' DAP W � � ��� � N GIDDINGS RD "a'mo -CA Iz DESIGNED ONo x, : CA N" m P O I FILENAME BRB soo�35'37"E N S89'2 1'240'4 N N00'3542"W 258.80' 00 IF 0009_Plat_Infra N00'3537"W 1551.54' SOO*3 ' 775.77' (BETWEEN MONUMENTS) Q S00'3537"E 241.22' - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - -775.76' (BETWEEN MONUMENTS)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -%ki POINT E o� — — — — — — —S00°35'37"E 1551.53'- — POINT OF BEGINNING D o N fTl m -C7 ' 10 D TRACT J o m "' D ao PARCEL 6 o D 12059 SF 1 �x m m '�' cn UNPLATTED �m 89 24 23 E 8.00 1 m � UE z� W � � > NOT A PART P C D m m > m UNPLATTED POINT D m o NOT A PART POINT OF BEGINNING ' PARCEL 5 I I UNPLATTED NOT A PART UNPLATTED NOT A PART I I I I 1 1 W Z � O � _ � LEGEND F0 V D 1 I > �FOUND SECTION CORNER AS DESCRIBED 100' ROW Q IPER I SET #4 REBAR W/ RED CAP, PLS #38348 Co ROAD BK I R-318 & i PROPOSED LOT LINE a I BK 2289 I PG 1283 - - - - - - - - PROPOSED EASEMENT ♦o V� EXISTING LOT LINE Q 0. yp F 50' ► � 50'UNPLATTED 50' UE BY I — EXISTING RIGHT-OF-WAY A�F4c NE 4 S32, T8N, R68W SEPARATE c�o'r TF` NOT A PART REC DOCUMENT EXISTING SECTION LINE I �C7 - - Q MONTAVA SUBDIVISION PHASED ss RRo # 10 _ EXISTING EASEMENT 00 Z W TRACT MM m toPLAT BOUNDARY`V O NOT A PART 0-U TIE Q C D C Ld K:;a m -I m C0 F- m � O m< m o m �> o cn m NOTICE: ACCORDING TO COLORADO LAW, YOU MUST 4k D O - D " < rn COMMENCE ANY LEGAL ACTION BASED UPON ANY y 00 m m o D m N 0 DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER TRACT I m o z D oo 0 � m POINT C I YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT 17164 SF i m -< o MAY ANY ACTION BASED UPON ANY DEFECT IN THIS UE CC) , „ SURVEY BE COMMENCED MORE THAN TEN YEARS FROM O _ _ _ _ _ _ _ _ _ _ _ S89 39 06 E THE DATE OF THE CERTIFICATION SHOWN HEREON. � I - - - -N00°35'37"W 2145.63'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1072.82' (BETWEEN MONUMENTS)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8.00 t � 1072.75' (BETWEEN MONUMENTS) --t s S00 35 37 E 2145.50 / w I N > o S35'00'49"E 21.31' N `�> o 0 O co -UND Lf)I ry c N W W x0 N35000'49"W 14.15' Noo°35'37"W 2633.48' � O -00 N o 00 �. 11h�.. NE CORNER 0 O� � N GIDDINGS RD o°° g o m �-' SECTION 32 CaN- p • " " N Q0 c POINT OF BEGINNING cn �O`L; �� 02 S89 2414 W N N00 35 42 W 258.80 PARCEL 4 I �,;: 6h FOUND 3.25 � . 12.04 N00 35 37 W 790.26 " BRASS CAP S89 57 45 E PLS 15278 IN JESTICSURVEYING S00'35'37"E 241.22' - - - - - - - - " — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 8.00' RANGE BOX - - - - - - - - - - - - - - - - - - - - - - - - � - - - S003537 E 801.85 POINT E �oN m n< m �' =c, �'ocn � TRACT K D OO I� POINT OF BEGINNING CO y o O m U o 00 PARCEL 6 -0 m c v c 6368 SF r-0 Kim UE oo D c NO UNPLATTED N89°24'23"E 8.00' 1 m * z-D-i °' O m N NOT A PART �m � Ld UNPLATTED m. TST, INC. POINT D CONSULTING ENGINEERS NOT A PART POINT OF BEGINNING -j 748 Whalers Way PARCEL 5 :n Suite 200 Fort Collins I Z Colorado 80525 00 N Phone: 970.226.0557 I JOB NO. I UNPLATTED 50' SCALE 1230.0009.00 � NOT A PART 50 0 50 oo 1" = 50' scale 1 --50 feet DATE JANUARY 29, 2025 1 I I SHEET 5 of 6 MATCH UNE SEE SHEET 4 5 I 5 z _0 6 ~ z it O U) 4 cf) o w TRACT D 129493 SF 3 Mop °g DE, FUTURE DEVELOPMENT I MONTAVA SUBDIVISION PHASE D TRACT MM \ I 3 Q NOT A PART II \ o O m KEY MAP DRAWN z N N.T.S. BRB \ o I CHECKED \ I DESIGNED DAP BRB Z FILENAME (p 0009-Plat-Infra \ CO \ � I s CP W \ N °01'36»E \ 60.00' S5-5 c10 ��� 0 30' SEWER ESMT. -0) �JQ�°OJ, REC# 00 L w 4-- •01'-5(0 �R 30' ELCO WATER ESMT. °' S53 pPLE N o_ W 63 94' REC# w M , 53°01'36„w � ' cp N51°12,25,.ES51*1 3Q0�,0 CA N 24.00'�.r T T 24.00 25"w C11 53°01'36� 2311-3 W 21.50' S38047'35"E 418.99' �, N , - (ESMT. TIE) >>�, S38"47'35"E 24.00'� 10.00'e 0 1Q9 N53CA .01'36"w 2 � rn W 16.00' `r Zi Cp °' O O Q 1 w 30' SEWER ESMT. O p REC# I- Uj 10.39���� - 0 - MAPLE HILL DR - N38°47'35"W 562.08' - - - - _ C� -o Q� - ' o w 30' WATER ESMT. 494.00' 68•08' CO cc 9,, �� CA TRACT C �� Z REC# 0 6„w 83 41 21836 SF 00' O O N53°01'3 0 OS, DE, UE 6 - S38"47'35"E 24.00' C31 w 01 N al - - - - - - - - - - - - - -S38°4735 E 346.99 - - - - - - - - - - - - - o � - 6' p°' N53° in ° o w I206'00, \ 0 N o 0 N `0� N ^��' TRACT B 25' .�1'36 W 2 \ LEGEND Q to 04 w 468 OTRACT SF 9 N G 35442 SF I 51 00 \J53 Q Z I N OS, DE, F OS, DE, UE c J Z I w z I w _ \ 1 -� FOUND SECTION CORNER AS DESCRIBED CA 72' ROW �� N LO �r G� (r \ \ SET #4 REBAR W/ RED CAP, PLS #38348 z_ 36 36 Z ao � N � W CID \ \ I PROPOSED LOT LINE 72.00' 418.00' I Z 80.00' Z I 307.50' -PIS I PROPOSED EASEMENT N38*47'35"W 877.50' EXISTING LOT LINE Z W 72' ROW I ——— ——— EXISTING RIGHT—OF—WAY O 1REC# I 80' ROW I — — EXISTING SECTION LINE MONTAVA SUBDIVISION PHASE D REC# MONTAVA SUBDIVISION PHASED I Z EXISTING EASEMENT � 36' - - 1 40' �—40' NOT A PART 36' I NOT A PART 1 I PLAT BOUNDARY I REC# 1' ROW � _1 NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY = I I I I 26 26 DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT z I MAY ANY ACTION BASED UPON ANY DEFECT IN THIS I 1 I SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. I I < LLI~ o I 1 o I IAJESTICSURVE I - - --- - - - - - - - - - - z - - - - - - --- - - - - I o I I � HARWOOD LN HARWOOD LN zo I J 1 I I 1 \ I C. CONSULTING ENGINEERS 1 748 Whalers Way Suite 200 Fort Collins Colorado 80525 1 1 \ I 1 Phone: 970.226.0557 I I JOB N0. 1 1 I I 1230.0009.00 1 ` 50 0 50 100 SCALE 1" = 50' \ scale 1"=50' feet DATE I I JANUARY 29, 2025 SHEET 1 6 of 6