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HomeMy WebLinkAboutDocument Markups - Subdivision Plat - 12/10/2024 FINAL PLAT FOR 0 F- ONTAVA SUBDIVISION PHASE D INFRASTRUCTURE D_ z a a 0 ,n �'� r✓ �a - °��k p ry v6 A REPLAT OF TRACT NN AND TRACT 00 OF MONTAVA SUBDIVISION PHASE D AND A PORTION OF SECTION 32 e AND SECTION T E SIXTH PRINCIPAL MERIDIAN k� , - I� � ,� 9 Q 33, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SI H , 5� � 1 Go-, . t.� CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. w 01 \))e I OL6 G Y cN' A ®EENLJ p m I�® Id° �'� 0101111 DRAWN BRB PROJECT CHECKED STATEMENT OF OWNERSHIP AND SUBDIVISION SURVEYOR'S STATEMENT a1 APPLICANT PLANNING APPROVAL OAP El LOCATION MONTAVA DEVELOPMENT 8t DESIGNED KNOW ALL PERSONS BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNERS OF THE FOLLOWING I, STEVEN PARKS, A LICENSED PROFESSIONAL LAND I 0 CONSTRUCTION LLC BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES THE CITY OF FORT BRB DESCRIBED LAND: SURVEYOR IN THE STATE OF COLORADO, DO HEREBY 430 N. COLLEGE AVE, SUITE 410 COLLINS, CdLORAD0, 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, 0009_Plat Cover-Infra 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO WHICH CONSIDERING THE EAST LINE OF THE SE THAT THE MONUMENTATION AS INDICATED HEREON WERE - QUARTER OF SAID SECTION 32 AS BEARING-NORTH 6-6'33'45" kST,-Af+llD.WITH ALL BEARINGS CONTAINED HEREIN FOUND OR SET AS SHOWN, AND THAT THE FORGOING ENGINEER PLAT IS AN ACCURATE REPRESENTATION HEREOF, ALL TST INC. CONSULTING ENGINEERS DIRECTOR OF PLANNING RELATIVE THERETO: THIS TO THE BEST OF MY KNOWLEDGE, INFORMATION 748 WHALERS WAY, SUITE 200 PARCEL 1:� AND BELIEF. 11�� - APPROVED AS TO FOR CITY ENQIN MOUNTAIN VISTA DR FORT COLLINS, CO, 80525 _ EM ENCING FROM THE SOUTHEAST CORNER OF SECTION 32, THENCE NORTH 45'15'52" WEST DISTANCE OF 71.08 PHONE: (970) 226-0557 BY THE CITY ENGINEER OF THE CITY OF FORT COLLINS, COLORADO, ET TO THE E4I�IT OF BEGINNING. � SURVEYOR ON THIS DAY, r 1 " " LLI STEVEN PARKS PLS /�I THENCE NORTH 00 33 45 WEST A DISTANCE OF 1287.02 FEET, THENCE NORTH 89 59 26 WEST A DISTANCE OF l9' 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 - COLORADO PLS MAJESTIC SURVEYING, LLC G� !u ,A DISTANCE OF 101.24 FEET, HAVING A RADIUS OF 640.00 FEET, A DELTA OF 09 03 47 AND IS SUBTENDED BY A W CITY ENGINEER f Ci • NOTICE: ACCORDING TO ACTION A LAW YOU MUST PHONE: (970) 833-5698 CHORD THAT BEARS SOUTH 85 28 07° WEST A DISTANCE OF 101.13 FEET TO A POINT OF CURVATTURf- (PC), THENCE COMMENCE ANY GAL DINNER �� la ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHWEST A DISTANCE OF 83.27 FEET, HAVING A RADIUS OF LE ACTION BASED UPON ANY1,k� 1 �Q 305.00 FEET A DELTA OF 15'38'36" AND IS SUBTENDED BY AT BEARS NORTH 30 t 8'17" WEST A DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER P. A CHORD TH 3 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 U� FEET; THENCE NORTH 51'12'25" EAST A DISTANCE OF 303.00 FEET, THENCE SOUTH 38'47'35" EAST A DISTANCE OF BE COMMENCED MORE THAN TEN YEARS FROM THE rA a�l 21 .28 FEET; THENCE NORTH 51'12'25" EAST A DISTANCE OF 28.00 FEET; THENCE NORTH 00'3 '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 NO TH 38'47'35"H NC VINE DR WEST A DISTANCE OF 56.00 FEET; THENCE NORTH 51'12'25" EAST A DISTANCE OF 65.00 FEET, TE NORTH BY: 38'47'35" WEST A DISTANCE OF 328.71 FEET; THENCE NORTH 36'58'24" EAST A DISTANCE OF 26.91 FRET; THENCE VICINITY MAP STATE OF COLORADO ) NORITNH 53'01'36" WEST A DISTANCE OF 342.00 FEET, THENCE NORTH 36*58*24" EAST A DISTANCE OF tO3.12 FEET ) SS TO A POINT OF CURVATURE (PC); THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST DISTANCE BASIS OF BEARINGS NOT TO SCALE COUNTY OF LARIMER ) OF 124.27 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 LU 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 SOUTH 89'39 06 EAST A DISTANCE OF 49.32 FEET; COLORADO LIMITED LIABILITY COMPANY. ' " THENCE SOUTH 89'57'45" EAST A DISTANCE OF 5�.69 FEET; 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 QOCUMENTS: WITNESS MY HAND AND OFFICIAL SEAL. FEET THENCE SOUTH 00'35'37" EAST A DISTANCE OF 241.22 FEET; THENCE NORTH 89'24'18" EAST A �DIS�ANCE 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 0 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 co DISTANCE OF 37.69 FEET TO A POINT OF CURVATURE (PC); THENCE ALONG THE ARC OF A CURVE CO CAVE 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 THE NORTHEAST A DISTANCE OF 97.99 FEET, HAVING A RADIUS OF 93.50 FEET, A DELTA OF 60'02'5 " 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 DINT OF CLOSELY EXAMINED BY ALL PERSONS INTERESTED IN PURCHASING ANY PORTION OF THE DEVELOPMENT SITE. cr Uj TANGE CY (PT); THENCE SOUTH 77'33'53" EAST A DISTANCE OF 6.69 FEET; THENCE SOUTH 00'36'49" EAST A ATTORNEY'S CERTIFICATE: coNrRACT PURCHIMER CO j DISTANC E OF 98.55 FEET TO A POINT OF CURVATURE (PC); THENCE ALONG THE ARC OF A CURVE CON AVE TO CO THE SOUTHEAST A DISTANCE OF 84.65 FEET, HAVING A RADIUS OF 83.50 FEET, A DELTA OF 58'05'14" 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 BI CONSTRUCTION LLC A COLORADO LIMITED LIABILITY COMPANY 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 EN11TY ARE DULY AUTHORIZED SIGNATORIES UNDER THE LAWS OF THE STATE OF COLORADO. THIS C 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 LL 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: Q Z 10'56'23" EAST A DISTANCE OF 83.87 FEET TO A POINT OF CURVATURE (PC); THENCE ALONG THE AR OF A BY: CURVE C NCAVE TO THE NORTHEAST A DISTANCE OF 46.85 FEET, HAVING A RADIUS OF 63.50 FEET, A DELTA OF ATTORNEY DATE NO-n� :;R .r..r1 42'16'30" AND IS SUBTENDED BY A CHORD THAT BEARS SOUTH 55'29'50" EAST A DISTANCE OF 45.83 FEET; (NAME) ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS STATE OF COLORADO SS THENCE S UTH 03'29'03" EAST A DISTANCE OF 90.70 FEET TO A POINT OF CURVATURE (PC); THENCE ALONG THE ADDRESS: 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 IFEET, A z W OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS ASSOCIATION, IF 0 DELTA OF 12'37'02" AND IS SUBTENDED BY A CHORD THAT BEARS SOUTH 70'42'04" WEST A DISTANCE 0r 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, (I, FEET; THEN E SOUTH 64'23'33" WEST A DISTANCE OF 16.88 FEET TO A POINT OF CURVATURE (PC); THENCEI ALONG RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT THE ARC OF\A CURVE CONCAVE TO THE SOUTHEAST A DISTANCE OF 57.47 FEET, HAVING A RADIUS OF 73.4 FEET, SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. BY AS OF MONTAVA DEVELOPMENT, LLC, A COLORADO A DELTA OF I44'48'24" AND IS SUBTENDED BY A CHORD THAT BEARS SOUTH 41'59'29° WEST A DISTANCE OFT, 56.02 LIMITED LIABILITY COMPANY. 0. FEET; THENCE, SOUTH 00'33'45" EAST A DISTANCE OF 2075.45 FEET; THENCE SOUTH 8958'54" WEST A DISTANCE NOTE: 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 TITLE COMMITMENT NO. 13833-4187956 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 989,68i 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 MY COMMISSION EXPIRES: PARCEL #2: \ SEC11ONS 12-120 - 12-122 OF THE CITY CODE. A PARCEL OF LAND \\DEDICATED AS TRACT NN OF MONTAVA SUBDIVISION PHASE D IN THE PLAT RECORDED 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 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. HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED INTO LOTS, TRACTS AND STREETS AS 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: SHOWN ON THIS PLAT TO BE KNOWN AS MONTAVA PHASE D INFRASTRUCTURE, SUBJECT TO ALL EASEMEN 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 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 { ' I ' 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, 1 BY AS PRESIDENT OF MONTAVA METROPOLITAN DISTRICT NO. 1, P✓ �� �� ��(� QUASI-MUNICIPAL CORPORATION AND POLITICAL SUBDIVISION OF THE STATE OF COLORADO. �. �L9 y- Tal INS WITNESS MY HAND AND OFFICIAL SEAL CONSULTING ENGINEERS 748 Whalers Way l•�' /�� Suite 200 Fort Collins 2 ( / 4�g 1 j Phone:Colorado 970.226.0557 � v NOTARY PUBLIC MY COMMISSION EXPIRES: JOB Na. 1230.0009.00 IL9 V/J SCALE N.T.S. DATE NOVEMBER 6, 2024 SHEET 1 ` 1 Of 10 z c� cn a. FINAL PLAT FOR z rr ONTAVA SUBDIVISION PHASE D INFRASTRUCTURE 6n W �;; 0 w A REPLAT OF TRACT NN AND TRACT OO 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 - - - -` - - - - -RICHARDS LAKE RD- - - - - - - - N jSECTION 32 m FOUND #6 REBAR W/ AL. CAP PLS 34176 IN RANGE BOX I DRAWN I BRB CHECKED DAP DESIGNED BRB I FILENAME 0009-Plat Cover-Infra ! I I CURVE TABLE CURVE TABLE CURVE RADIUS LENGTH DELTA BEARING CHORD CURVE RADIUS LENGTH DELTA BEARING CHORD I Vjc G1_ 118.00 1 p5.30 51 p7 49 S84'10 23 E 101.84 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' f C22 73.49' 57.47' 44'48'24" S41'59'29"W 56.02' Ci r 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' ,�- rA 5�0.00 96.74 9 53 53 S48'04 40 E 96.62 C24 $3.50 46.85 42 16 30 S55'29 50 E 45.80 \ 5 600.00' 149.06' 14'14'04" S45'54'34"E 148.6$ C25 105.50' 86.25' 46'50'24" S10'56'23"E 83.87' C6 640.00' 115.51' 10'20'28" S47'51'22"E 115.30 cm 83.50' 84.65' 58*05'14" S41'31'26"W 81.07' � 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 PARCEL #1 I � � C8 213.50' 98.45' 26'25'15" S89'55'24"E 97.58' 8 93.50' 29.13' 17'50'54" N9'29'12"W 29.01' POINT OF BEGINNING a: 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 PARCEL #2 �' > C10 93.50' 29.13' 17'50'54" N8'21'42"E 29.01' C30 20.00' 30.69' 87'55'49" N43'57'55"W 27.77' I 0 C11 245.00' 224.27' 52'26'55" N63'11'51"E 216.52' C31 80.00' 122.77' 87'55'49" N43'5755"W 111.08' I C12 640.00 339.15 30'21 43 S68'12 28 E 335.19 C32 75.00 117.81 90'00 00 N45'00 00 E 106.07 I I I PARCEL #2 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.$8, �� N82'42'12"W 497.24' POINT OF COMMENCEMENT E 1/4 COR. SEC. 32 vJ C14 105.50' 91.90' 49'54'32" N11'26'24"E 89.02' ` \ FOUND 3-1/4" BRASS LU C15 273.50' 64.07' 13'25'18" N43'06'19"E 63.92' ` > CAP IN MONUMENT BOX Co it J LS #15278 LL O C16 28.50' 36.11' 72'36'04" N58'47'14"W 33.75' C17 223.50' 40.60' 10'24'26" N17'16'59"W 40.54' I -� / I cn I `1 Ckg 223.50' 44.93' 11'31'01 N6'19'16"W 44.85' MONTAVA SUBDIVISION I C9 PHASE D C19 305.00' 83.27' 15'38'36" N30'58'17"W 83.01' o ! f ♦� C2G 640.00' 101.24' 9'03'47" S85'28'07"W 101.13' I l c 5 f I I v� I Iz ! I I I -� 0. I J I I I II I DESCRIPTION OF LAND USE SIZE (AC.) PERCENTAGE 1 0 8, M RESPONSIBILITY I J (%)TOTAL TRACT OS, PA, DIE, UE 1.08 3.83% MONTAVA METRO DISTRICT TRACT R CIS, PA, DE, UE 0.81 2.90% MONTAVA METRO DISTRICT TRACT C OS, PA, DE, UE 0.50 1.78% MONTAVA METRO DISTRICT M 1r, TRACTD DE, FUTURE DEVELOPMENT 2.97 10.58°% MONTAVA METRO DISTRICT TRACT E OS, PA, DE, UE 1.84 6.53°% MONTAVA METRO DISTRICT TRACT F 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 TRACT) DE, UE 0.28 0.98% MONTAVA METRO DISTRICT TST, INC. TRACT K DE, UE 0.15 0.52°% MONTAVA METRO DISTRICT I CONSULTING ENGINEERS 748 Whalers Way RIGHT-OF-WAY 15.22 54.16°% CITY OF FORT COLLINS I Suite 200 Fort Collins Colorado 80525 TOTAL 28.09 100.00'0 Phone: 970.226.0557 PA-PUBLIC ACCESS EASEMENT, DE-DRAINAGE EASEMENT, UE-UTILITY EASEMENT, OS-OPEN SPACE PARCEL #1 JOS 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 PARCEL #1 LONG W/ 2-1/2" ALUM. FOUND 3" AL. CAP PLS 20123 I POINT OF BEGINNING GAP IN MONUMENT BOX scale 1'=300' feet DATE LS #17497 NOVEMBER 6, 2024 - - - - - - -MOUNTAIN VISTA DR- - --- -_ - -_ - 1 � SHEET N45'15'52"W 71.08' �`� `� � �� �O rS �v1 { ®® ve -61 ve �`�— Z-- o LLJ eP ell 6 ,r MONTAVA SUBDIVISION PHASED TRACT RR H s - KEY MAP N.T.S. DRAWN BRB CHECKED I � RAP I 0. DESIGNED' CO BRB FILENAME 'x 0009—Plat Cover—Infra O Vj f � 80.00' ROW PER ROAD BK R, PG 152 & BK 2289 PG 12$3 I 30 I 50' I J . ��► LEGEND .IIk4� I- FOUND SECTION CORNER I AS DESCRIBED SET #4 REBAR W/ RED A CAP, PLS #38348 N PROPOSED LOT LINE 00 158'38" — — — — — — — - PROPOSED EASEMENT MONTAVA SUBDIVISION PHASE D W to TRACT QQ MONTAVA SUBDIVISION PHASE D R=305.00' TRACT F EXISTING LOT UNE I I � I _ _ Z TRACT PP =83.27' y` EXISTING RIGHT—OF—WAY I CH=83.01' %' — EXISTING SECTION LINE w N30'58'17"W W - — EXISTING EASEMENT z PLAT BOUNDARY A9'03'47" I I I R=640.00 F- 110 CH=101.13' > --� cn S85'28 07"W �. Q 0PARCEL #1 u. POINT OF BEGINNING CD NOQW45"' Y 1.287.02'- - - - - - - - - - - - - --- z - - - - - - - - - _ - -, �"' N45`1552 W 71.08 I I /1 - - - - ---- - - - - - - - - - - - - - - - - - - - -_ � - - - - Q J 89'57'S8" 50 ,a, � Q. TRACT G „ J — — W N00 33 45 W 2�642.14 — N00'19 43 E 2580.13, _ _ — -- — -- — — — — i N GIDDINGS RD (BASIS OF BEARING) TRACT H PARCEL #1 .—S89ZW5,eW 49.W Sa POINT OF COMMENCEMENT SE COR. SEC. 32, T8N, R68W, -- - - - - - - - - - - - - - - ---� - - - - -- - - FOUND #6 REBAR W/ 2-1/2" - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - -� - - - - -- - - - - - - - - - - _ _ - -- - _ _ _ _ — _ - - - _ 0. NQ0�3'45" - - - - - - - - - - - - - -W 2C75.45' NaKCtL #L ALUM. CAP IN MONUMENT BOX POINT OF COMMENCEMENT LS #17497 I I — —) E 1/4 COR. SEC, 32, I I T8N, R68W, FOUND 3-1/4" BRASS rp GAP IN MONUMENT BOX ' co a w 5 I ICA °° I Ij� I ANHEUSER—BUSCH FOUNDATION TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins ' I I Colorado 80525 r Phone: 970.226.0557 JpB Np. r r�It r 6 1/ff-"- 70 1230.0009.00 I G 70 140 SCALE 1" = 70' I I I scale 1"=70' feet DATE OVEMBER 6, 2024 SHEET L� �-�`�� 3 of 10 MATCH LINE SEE SHEET 6Now �® NMI 6139032'27" o TRACT R 118.00 L 287.38• i CH=221.44 / , U) S3912 27"E ' C S36058'24"W ,� _ _ _ r 59.3 A9453 53 i / f 96.74 LJ U, CH=96.62' S48'04 40 E 1 Z - ' ' : • / ,/ I KEY MAP N.T.S. DRAWN BRB Cb TRACT ! CHECKED DAP / DESIGNED 5aviI ti.�j� v� / / + ✓ BRB yy`` �'L1 �J • FILENAME n ✓✓ (� 1/{-} 0009_Plat Cover—Infra _v5 -� G / MONTAVA SUBDIVISION PHASE D '00• / PARCEL #2 TRACT MM 'or OF BEGINNING •�► };P.! / / �o LEGEND R. 'k ►� (�� 0 FOUND SECTION CORNER J01F f{ / / 10 AS DESCRIBED y / // `� � , f r SET #4 REBAR W/ RED + LC� / ? �r AL CAP, PLS #38348 PROPOSED LOT LINE i ——— — -- — — — PROPOSED EASEMENT b15'38 36" �� � �� EXISTING LOT LINE R 305.00 TRACT 1= =83.27' N36'S8'24"E r ,' .� - - EXISTING RIGHT—OF—WAY • • r — — EXISTING SECTION LINE LLI� Fz CH=83.01 � 26.91 � '� / � � �/ Z :, N30 '17~ �,.,h Q` s52"26'55" — — — — — — EXISTING EASEMENT • �k � R=245.00' PLAT BOUNDARY scS 11 h9'03 47" �� 1 p coTRACT D =224.27 R 640.00 N51-12'25"E •�'� 1 CH 216.52 (/� J =101.24' ,k� N38 4T35 W 65.00' �a"`� TRACT E N63'11'51"E — D w CH=101.13 � 56.00 r > 51'12'25"E 28.00' ! < � S85'28'4TW � I N001V45"W 253.69' J'_` CI)m W N N51'12 25 E 7.00 `' ' �` • Gam✓ d'o � Cl) N89'2519"E t LL ey- Ae 74 GAS Z lad a s l=46'50'24" ds60002 50 . „, • = N GIDDINGS RD���°�� - ,.� N GIDDINGS R D N OO 33 45 W 26 42.14 _ _ R=105.50 R 93.50' — — — CL LLI ,r— (BASIS OF BEARING) a =86.25' L=97.99 ♦A CH=93.57' NE CORNER SECTION 32, 0 v) CH=83.87' • " T8N, R68W, S100_56'23"E S48`2#3 04 E - - - - ^ - _ _- - FOUND 3.25" AL. CAP = 1N00033*45mW - - - - - - - - - - - - - - - - - - - - - - - - - - - " � - — - - __ ARCEL # S00'35'37"E 1551.53' PLS 15278 IN RANGE BOX S0( I 45 E 2075.45 1 I . " i " PARCEL #2��`� 24 S64'23 33 W POINT OF COMMENCEMEN SE CDR. SEC. 32, TBN, R68W, I I R=73r49' `� 16.88' /� �I �' �/ 37.69' E 1/4 COR. SEC. 32, FOUND ; 6 REBAR W/ 2-1/2" I I L=57.47' I I / TBN, R68W, CH=56.02 f i 577�3'S3"E FOUND 3-1/4" BRASS C ALUM. CAP IN MONUMENT BOX l - , CAP IN MONUMENT BOX LS #17497 — — S41'59'29"W ` — _ — — — — o 1 6.69 LS 15278 Z a -- - - - -- - - - - - - — _ � i " A=1217'02" f� �� S00 50 49 E wyy�"7t R=123.50' f L _ 98.55 �o ���,ro�rkil ` - -- - �-- - - - L=27.20'_ ' r� CH=27.14' - - - -- - - - _ " A58'0514 -_ S03'29 03 E �42'16 30 • S70'42'04"W 90.70' R=63.50' R=83.50 /r _ =84.65 CH=45.80 • �• _w_. . S55029'50"E S411 26 W U T�NG ENGINEERSINC. CONS ANHEUSER—BUSCH FOUNDATION 748 Whalers wav Suite 200 Fort Collins A Colorado 80525 Prone: 970.226.0557 JOB NO. 1230.0009.00 0 70 140 SCALE 70 1" = 7(}' scale 1"=70' feet DATE NOVEMBER 6, 2024 LASHEET �'�- 4 of 10 MATCH LINE SEE RIGHT I I I NE CORNER SECTION 32, mm®® T8N, R68W, I I FOUND 3.25" AL. CAP i - — RICHARDS LAKE RD PLS 15278 1N RANGE BOX — — — — — — _ o V S89-39'06"E 2638.15' — — — — — — S89'57'45"E 2636.48' sCIO a- j I IIII II I qIIq II - - - - - - ( o wa`LnS8939' 49.32 "E ©.69' W N8974'18"E Zg -TRACT I MONTAVA SUBDIVISION PHASE D S N TRACT M M 1 I I KEY MAP 100.00' ROW PER A I DRAWN O I I ROAD BK R. PG 152 I •T.S. BRB ° Gi I I 1 I & BK 2289 PG 1283 W; � I I I CHECKED DAP •' I I I DESIGNED BRB I W I UNPLATTED II q FILENAMAE ;tom NE S32, T8N, R68W I � I I I 0009—Plat Cover—Infra I I I 1 I I I I I I I I a I I I I I 4 TRACT K I I 1 I I q j a r,'i I I � I I 9 0 I I I I LEGEND z ((71 q I FOUND SECTION CORNER q I AS DESCRIBED I I SET #4 REBAR W/ RED CAP, PLS #38348 I I I I I II PROPOSED LOT LINE q - — — — — — — - PROPOSED EASEMENT I I Gtt� i i EXISTING LOT LINE Q- �Q V EXISTING RIGHT-OF-WAY EXISTING SECTION LINE W I I ( �`�, I I ��,r� �� `'""- - - -- - EXISTING EASEMENT a: a°4- ( I Z q ° q I ANHEUSER—BUSCH FOUNDATION PLAT BOUNDARY p o I I q I ANHEUSER—BUSCH FOUNDATION + > I q I C) q I CO W I a q q I N35W49"w a: I 1 14.15' z Z LU q I I q I I I Z I I q I Q co I TRACT J I I rn q I I I I I I I I I" N8924'18"E I IZ — --------' I I � TRACT I f q I qMONTAVA SUBDIVISION MN PHASE D TRACT Iz w I I I � • � I 6=5276'55 i T8T I'NG R 245.OG I I EAI CON 8L ING EsGINEERS WhaWay L 224 27' e I 1OD Suite 200 Fort Collins CH=216.52 Colorado 80525 N631 1'S1"E I Phone: 970.226.0557 q N89'25'19"E I �r'' I I `� N� 1230.0009.00 7.V I I Fri i I I I I I I 70 0 70 140 SCALE 1" = 70' I I q I scale 1"=70' feet DATE I I NOVEMBER 6, 2024 I I I SHEET 1 vvv rwrerea wewwex as rrre aer . rao MAM Awsm awn rwwr as w awew ■rwwer rea eiwm .wreewoa aMw emw Aowm rweyr � rwe.w ear rea rewwe � •wwrws arerwww wwrer wwnwe � aewweewwe `Q MATCH LINE SEE SHEET 4 MATCH LINE SEE LEFT `�•� 5 of 10 MATCH UNE SEE SHEET 5 rnru nnr rr� ■r�r rrn. � � ...n r rrrw Z Q 4-0 r� Q � ram - 1 o LLJ 00 r^e \ 4 \\ 4e,r. MONTAVA SUBDIVISION PHASE D KEY MAP DRAWN \o ,� it, TRACT IVIM N.T.S. BRB CHECKED � \ � DAP DESIGNED BRB FILENAME W \ \ z 0009—Plat CoverJnfra o \ :3 TRACT A `\ ` `\\ 4 \ \ &13912'27" \\ /� `\ R=118.00' LEGEND � L=287. CH=221.44' ,� AS DDEs BED CORNER \ S39'12 27"E r �l h5276"55! CAP, PLSE#3 3as RED 1 R=245.00 y � � PROPOSED LOT LINE L=224.27� — — — — — — — — CH=216.52' PROPOSED EASEMENT N83'11�51"E EXISTING LOT uNE f — — EXISTING RIGHT—OF—WAY // R=560 OV N897! - — — _ EXISTING SECTION LINE LU 0 =96.74 EXISTING EASEMENT a: CH=96.62', PLAT BOUNDARY ti S48'04 40"E _ c7 .J cf) LU > cj) 0 U. d Z TRACT B Q �. C� z LU Q .49�. C) �ry 0 � Nv ,IryL 0- �N, „ TRACT D PARCEL #2 POINT OF BEGINNING PARCEL 2 POINT O COMMENCEMENT 1\0 E1/4 COR. SEC. 32,T8N, R68W, N$2'42'12"IN 497.24' FOUND 3�-1/4" BRASS CAP IN VE TO PARCEL MONUMENT BOX `S38 W24'w TRACT C #2 LS #15278 59.3T ` Xy 1 A� a TST, INQ CONSULTING ENGINEERS ©/Q 748 Whalers Way � � Suite 200 Fort Collins \Q2 IN Colorado 80525 � Phone: 97 0.226©557 JOB N0. 1230.0009.00 ~ ` 50 0 50 100 SCALE 1" = 50' scale 1"T50' feet DATE NOVEMBER 6, 2024 rr rww.w uer.s . rr ■u.uu ,. u..ur .u...s uwr.w MR&& OWN& 4� � maw mom rnn .�� .�■ rnruE runt .�r�r rrrr�t urrru .�� non nrn� anru .�- .ry.r ....s ..... r.s nurrE nuu� MATCH LINE SEE SHEET 4 ti� SHEET �ti� i mmmm tY MONTAVA SUBDIVISION PHASED MONTAVA SUBDIVISION PHASE D aq SE COR. SEC. 32, T8N, R68% 6TH P.M. TRACT 00 TRACT PP ro FOUND #6 REBAR, 24" LONG W/ 2-1/2" N ALUM. CAP IN MONUMENT BOX _ ® F � w LS #17497 < TRACT G _ `� z a- 1 c> 9656 SF °-� mm o00 w n A m � c� z n o c� - - - - -- - - - - - 3 w 0 °' m - - -N0033'45"W 1287.02'- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - o 0 o � - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - — - - - - - - F. 8,00' N00'33'45"W 1207.02' 42.00' S89'S7'S�E v <o .�o..7Y o o— — — ' � o— W — Z 50.00 0io$ - — — oo N00'3345W 2642.14 m A � < o TRACT H o o N89' 8540E m f 15905 SF Am CO,v o Z 42.00' 49.50' N00'33'45"W 1799.23' m C> m i 00 8.00 KEY MAP mZMm I - - - - - -- - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -SOV"45'E 207&45'- -� N.T.S. aRAvm BRB 30' UE BY CHECKED SEPARATE DESIGNED m — DOCUMENT REC# ANHEUSER—BUSCH FOUNDATION BRB j I FlLENAME I` PROP. 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[� 09 + — — EXISTING RIGHT—OF—WAY Q MONTAVA TRACT SUBDIVISION PHASE D p � SS — — EXISTING SECTION LINE > •k ,jco TRACT E —— —— ——— — EXISTING EASEMENT Q 0 �-jAk �� �S�L DE99FUTURE PLAT BOUNDARY f= + N38'47'35"W �0 LQ DEVELOPMENT t Z W 56.00' N5192'250E A 0 co Q o N5112'250E N51'12'25"E O'er 21LOW N0033'45"W MOW 7.W d ss, \ 00 \ � CL cp• �S• 073 \\ N3623'40"E # 1.63' 1 0 — F D - - �� > m m ij � y m , A m � D - - - - c1- 4 -- - Z CmU L - - -- -- - - - - -- - - - - - -m - - - - - - -- - - - - - - - - — — — — —— — — — — — — —— - - - - - - - - - - - - — - - - - - _ — — _ _ - - _ - - - - C18 N89'59'26"W S00'33 45 E 511.37� S01'42'31"E 175.00' '33'45"E 20.13' 8.00' }�1nyy� WW A S89'59'26"E 8.00' <o, ro pa 'av Vw l- D f p o c� o �— 0° N00'33'45"W 2642.14' i o 0 W — 'o N00'33'45"W 2642.14' 'r 0 0 �o Z m o N GIDDINGS RD om m om Nf NE CORNER � TRACT H o m 0 (BASIS OF BEARINGS) m N f SECTION 32 FOUND 3.25" N00'35'00"E 175.00' N00'33'45"W 75.86' C21 BRASS CAP F15905 SF - — — — — — — PLS E BO IN ILI - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - N - - - - - - -- -- -ul - — - - - - -- -- - RANGE BOX - - - -- -SOOW4rE 207&4r - - - - - - - - - - - - — — — — —— — — — — — — —— —— �r —_ _ �(a OM I 0>XOM " c�i 3I Iw \\ �I_� - - - � 1V1, INC, n a m m o I o w� ,a I at CONSULTING ENGINEERS r�* 10 o I o S64w.�. �1 / / p I o 748 Whalers Way 0 0 0 lL..J7 �I vV r, �n Suite 200 Fort Collins 00 Colorado 80525 o m zI z 16• 1 ZIII Phone: 970.226.0557 r m + \ 139.10',. J T 1\ \o Gjp� Joe NO. 1230.0009.00 \29 N00'43'02"W 399.38' S3'29 L �• I- - - - - - - - - - - - - - - - - - - - - T 50 0 50 100 SCALE ANHEUSER—BUSCH FOUNDATION \ T \ PROP. DE, UE BY 30' ELCO WATER ESMT. ,I 1" = 50' ■ SEPARATE \ DOCUMENT REC# / scale 1'=50' feet DATE OVEMBER 6, 2024 c�2 \ REC# \ (WIDTH VARIES) /4 \ Z4 SHEET - - - - - - - - - - - - - - - - - - - - - +- - - - - -- - - - - - -- - - - - - - - - -- 1 v2VD 7 of 10 S00'43'02"W 399.3B' MATCH UNE SEE SHEET 10 11�� EE>>E rEr >wrE EE>M >E>E> , EEEi EEIlIk ■EErE .EEE. . i1.E . ... EiEi . ! ti1EE - E1>MMR . ,o /C� � is ll 06 S36'S8'24"W 3s, ,� A� i -�_ c33_— ~_ — �.aya,�' ® z 59.3rS go ,,� 0 ILLJ Ld Of 6'• � so • 90. / O KEY MAP N.T.S. �► O� 9•�'F 1/ / ^� // 9 fop TRACT C 21836 SF JJ5 DRAWN OS, DE, UE /r cb BRB ACHECKED *Iry W DAP + z DESIGNED / BRB ry FILENAME 0009-,Plat-Infra ©� Air .Q0- � 8 MONTAVA SUBDIVISION PHASE D /'c3 c O TRACT MM lb •� j� A�QiO CO MONTAVA SUBDIVISION &0• LEGEND �L9PHASE D FOUND SECTION CORNER AS DESCRIBED SET #4 REBAR W/ RED CAP, PLS #38348 PROPOSED LOT LINE LU — — — — -- — — — PROPOSED EASEMENT / EXISTING LOT LINE z N36'SB'24"E / // — — EXISTING RIGHT—OF—WAY 26.91 / -- — EXISTING SECTION LINE FD 0 b / ———— —— — — EXISTING EASEMENT M r // PLAT BOUNDARY PROP • co a: ' f pROp LL 9• U TRACT D 129493 SF DE, FUTURE 1 DEVELOPMENT •k y�, TRACT E 04 ! J K 79957 SF I cn v U cl � Uj 00 �`si DE, FUTURE J Z N38`4735W ©� , DEVELOPMENT J 0 a, Q 56. N5112'25PE 3r - e J � 01/5.0 zW ' � " � 7. s 0. o $ ,��� yam. �S• c'S N 36 23'40"E / 1.63 TRACT F cnD ` ` -- - -��� G \\ cn� c0 " M co 186198 SF J/ �� ca C14 �9 �� coo mm N$9'2519 E 8.00 89'2519 E 7.37'- -- - - - - - DE, FUTURE DEVELOPMENT J F1 _ _ _ _ __ _ _ _ _ _ W _ _ -. - - - - - - --- ~ m � - - - - - _m - - _ _��_ - - - -_i � - W C18 C - - - - - - - - - E 1/4 COR. SEC. 32, T8N, C10" S00'33 07"W 173.18 S00`34,48"E 156.09 N89'25'19"E 8.00' { S01'42'31"E 175.00 R68W, 6TH P.M. SOD 33 45 E LS00'3537"E 49.43' N m S00'33'45"E 20.13' r• FOUND 3-1/4" BRASS CAP IN 8.98' o� 0 W MONUMENT BOX LS #15278 N GIDDINGS RD z *o 0 �=�a NDD'35'37"W NOp'35'37"W 2633.4$' N00'33'45"W 2642.14' ao00 mmm Npp'33'45"W 49.43' N v 9.03' 4 �m N01`44'22"W 173.18' N00`35'41"W 2360.44' � C28 - " , : " , mr� _ - - - - --,- -- - - - - - - - - ---- Np0'350D E 175.Op N00'3345 W 75.86 C2� - - - - - - - - - - - - - - - - - - - -' — — — — — _ — — — — —— — — — — — —— — o — — — — — — — — — — — — — — V TST INC. I 159D5TRACT SF �' r - y�� �pI? � �/ z m CONSULTING ENGINEERS . ��5 �K o `r'' W Suite Whalers Way LL��77 N p / Suite 200 Fort Collins a 1 0525 (n Colorado 26.0 �39.10" ! \ f' 48.60' 6"69' a / C Q�. �,c� Phone: 970.226.0557 �- '�°/ T ` 1� �-� ✓ JOB NO, 1230.0009.00 02 'p3"E 90.70' G J S00"36 49"E 9&55 Q 0 50 100 SCALE " , \9 N00'43 02"W 399.36' AI�lHEU5ER-BUSCH FOUNDATION - 1 = 5p PROP. DE, UE BY � g SEPARATE 30 ELCO WATER ESMT. / f $ IT SOXCbE scale 1"=50' feet DATE REC�DOCUMENT REC# �/ Y RECARA7t DOCSEKE-U7S T NOVEMBER 6, 2024 (WIDTH VARIES) �G� -j `� 7- SHEET — — — — ——f- - - - -- - - - - - - - - - - - - - - - I- - - - - --- — — — — -- � S00'43'02"W 399.38' — — — 8 of 10 ®® 1 mmmm . I NM 0 Z '2 e+c�A U MONTAVA SUBDIVISION PHASE D C TRACT MM W TRACT I o m - - 17164 SF Lm co O �rl� .emu �f�A� sue. — rcn° - - - -NW WJ/ A Kw.W7 - - - - - - - - - - - - -- -- - - O m - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - KEY MAP S00'35'37"E 2145.50' m N.T.S. DRAWN BRB < O CHECKED o a 00 o DAP 2174.80' mm � — — — W W cDifo — — �_a N00'35'37"W 2633.48' — — — — —o O Z DESIGNED — — — — — — — — —>oo — — 1 — — z BRB N GIDDINGS RD om I O FILENAME TRACT J m N - - - - - - - - 1-5 0009-Plat-Infra 12024 SF N00'35'41"W 2360.44' 6 < N00'35'41"W 2360.44' - - _ - - _ _ SW633*Z 241.22' - - - - -- - -- - - - - - - - - - - -- - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - 50035 37"E 1551.53' m— A 024'18"E &00' o m-, N35�00"49"W 14►15 ?-I m CO ANHEUSER-BUSCH FOUNDATION 1 W Z � LEGEND O ~ � U FOUND SECTION CORNER AS DESCRIBED f1• SET #4 REBAR W/ RED CAP, PLS #38348 Q r^ PROPOSED LOT LINE W V! - — — — — — — - PROPOSED EASEMENT 20 EXISTING LOT LINE CO U. y�o• UNPLATTED 50' UE BY — — EXISTING RIGHT-OF-WAYSEPARATE Q ocF F+ NE S32, T8N, R68W DOCUMENT EXISTING SECTION LINE > clecFA Q 2s RTO REC# I = I EXISTING EASEMENT Q MONTAVA SUBDIVISION PHASE D I TRACT MM m PLAT BOUNDARY aoV) p W � O m(n (n " 0 m>m M r z M< 0 o C> I to 70 LLI I CL O p m D C - TRACT I "� M 17164 SF < 00 - -- -N00'35'37"W 2205.63'- - - -- - - - - - - - - - - - - - - -- - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — fN - - - S.00' S00'35'37"E 2145.50' + NOW080E 49• 42.01' < O N1 A I _ —1 CD � — — 2174.80' — — _,mm — — — — — — N00'35'37"W 2633.48' — — — _ — — — 50.00' A N GIDDINGS RD 0 .5-r45*E 50.6V NE CORNER ^�' F 42.00' SECTION 32 790.26' FOUND 3.25" 1 NOo'35'41"W 2360.44' 8.00 BRASS CAP PLS 15278 IN - - - - - S0035'37"E 241.22' -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -500�5' '%Wt W.av- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - -m m RANGE BOX 89'24'18"E &W 0omo TRACT K 00 N35W49"W 14.15 CC D I to 6368 SF I to -z�mt" < om n TST, INC. 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ANHEUSER-BUSCH FOUNDATION 1230.0009.00 50 0 50 100 SCALE 1" = 50' scale 1"=50' feet DATE NOVEMBER 6, 2024 SHEET 9 of 10 MATCH LINE SEE SHEET 8 mmmm 1 11®® cn a Z U O N w 5 w o' TRACT D SF DEE,, FUTURE DEVELOPMENT w tr � MONTAVA SUBDIVISION PHASE D TRACT MM } O w KEY MAP LL N.T.S. ]DRAWN Z BRB 0 N CHECKED Z DAP DESIGNED BRB IIK ��1��(y � FILENAME 0009_Plat_Infra G(Lt��oQP� � 1 80.00' r - - - - -80 I� TEMPORARY 1 S5'�•(6 o I CONSTRUCTION~I o 63 94 0 01 ESMT o �o � 63.94 30' ELCO on Gi. \ „ w WATER T EST 1 30' SEWER ESMT. o \\ _ ' / / 30�'36 g, 25 0 OD _ ' - L- L ---- - - - - - - - - -SW47@350E 418.9W - - - - - - - - - - - - - - - \- - - -C s5 p6,0o' " 2 o� a S53 0�,36 E _ 0 w �� ; ow 16.00' 3 rti 21.50' 0 g � T Uj o.3s' o_ MAPLE HILL DR S38'47'35"E 562.08' — o g TZLA i b W a 494.00' 68.08' a ca� w o� TRACT C 0 � a. g o 553 p1 3g"E 83 9, � a a OS, DE,36 SUE 60 RpW Z oN by _ _, N 0_ w PROP. 72' ROW „ w _ _ C6_ _ O 41. 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CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 50 0 50 100 SCALE 50' acde 1•=50' feet DATE NOVEMBER 6, 2024 SHEET ���2�e� 10 of 10