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HomeMy WebLinkAboutDocument Markups - Subdivision Plat - 11/26/2024 FINAL PLAT FOR Z 0 F MONTAVA SU DIVISION PHASE D n o_ O V) � o W A PARCEL OF LAND LOCATED IN A PORTION OF THE EAST HALF OF SECTION 3Z TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. OWNER __1E MONTAVA PARTNERS LLC a A COLORADO LIMITED LIABILITY COMPANY 225 N. 9TH ST.,STE. 350 BOISE, ID 83702-5735 r Li m BY: PRINTED NAME: U) :] DRAWN TITLE: BRB ) STATEMENT OF OWNERSHIP AND SUBDIVISION SURVEYOR'S STATEMENT P STATE OF COLORADO SS CHECKED OJECT APPLICANT AND DEVELOPER ) DAP MONTAVA DEVELOPMENT & COUNTY OF LARIMER ) DESIGNED KNOW ALL PERSONS BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNERS OF THE FOLLOWING I, STEVEN PARKS, A LICENSED PROFESSIONAL LAND --LOCATION CONSTRUCTION LLC BRB DESCRIBED LAND: SURVEYOR IN THE STATE OF COLORADO, DO HEREBY 430 N. COLLEGE AVE, SUITE 410 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY, STATE THIS SUBDIVISION PLAT WAS PREPARED FROM AN 0 FORT COLLINS, CO, 80524 FILENAME A PARCEL OF LAND, SITUATE IN THE EAST HALF (E1/2) OF SECTION THIRTY-TWO (32), TOWNSHIP EIGHT ACTUAL SURVEY UNDER MY PERSONAL SUPERVISION, Z PHONE: (512) 507-5570 BY AS OF MONTAVA PARTNERS, LLC, A COLORADO 0009-Plat Cover THAT THE MONUMENTATION AS INDICATED HEREON WERE LIMITED LIABILITY COMPANY. NORTH (T.8N.), RANGE SIXTY-EIGHT WEST (R.68W.) OF THE SIXTH PRINCIPAL MERIDIAN (6TH P.M.), CITY OF FOUND OR SET AS SHOWN, AND THAT THE FORGOING p FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS p ENGINEER PLAT IS AN ACCURATE REPRESENTATION HEREOF, ALL � CDN TST INC. CONSULTING ENGINEERS WITNESS MY HAND AND OFFICIAL SEAL FOLLOWS: THIS TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. I 748 WHALERS WAY, SUITE 200 COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 32 AND ASSUMING THE SOUTH LINE OF THE MOUNTAIN VISTA DR FORT COLLINS, CO, 80525 NOTARY PUBLIC SOUTHEAST QUARTER (SE1/4) AS BEARING NORTH 89'57'58" WEST, A DISTANCE OF 2639.84 FEET, PHONE: (970) 226-0557 MONUMENTED BY A #6 REBAR WITH 2.5" ALUMINUM CAP STAMPED LS 17497 AT THE EAST END AND BY A p MY COMMISSION EXPIRES: 3" ALUMINUM CAP STAMPED LS 20123 AT THE WEST END AND NTH ALL OTHER BEARINGS CONTAINED Qr — SURVEYOR HEREIN RELATIVE THERETO; W STEVEN PARKS, PLS STEVEN PARKS J MAJESTIC SURVEYING, LLC MONTAVA DEVELOPMENT & CONSTRUCTION LLC THENCE NORTH 45'15 52" WEST A DISTANCE OF 71.08 FEET TO THE NORTH RIGHT OF WAY (ROW) LINE OF COLORADO PLS Cc 1 1111 DIAMOND VALLEY DR, SUITE 104 A COLORADO LIMITED LIABILITY COMPANY MOUNTAIN VISTA DRIVE AND WEST ROW LINE OF NORTH GIDDINGS ROAD, DEDICATED AS PARCEL 2 IN THE w WINDSOR, CO, 80550 DEED RECORDED SEPTEMBER 14, 1984, AS BOOK 2289, PAGE 1283 OF THE LARIMER COUNTY CLERK & NOTICE: ACCORDING TO COLORADO LAW, YOU MUST m PHONE: (970) 833-5698 BY: PRINTED NAME: RECORDER (LCCR), TO A LINE PARALLEL WITH AND 50.00 FEET NORTH OF, AS MEASURED AT A RIGHT COMMENCE ANY LEGAL ACTION BASED UPON ANY ANGLE, THE SOUTH LINE OF SAID SE1/4 AND TO THE POINT OF BEGINNING; DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER TITLE: k 4 THENCE NORTH 89-57'58" WEST, ALONG SAID NORTH LINE, A DISTANCE OF 2514.83 FEET TO THE EAST YOU FIRST DISCOVER SUCH DEFECT. NO EVENT MAY LINE OF THAT PARCEL DESCRIBED IN THE WARRANTY DEED DATED JUNE 18, 1904, AS BOOK 187, PAGE ANY ACTION BASED UPON ANY DEFECTT IN THIS SURVEY Eljj� STATE OF COLORADO ) 163 OF THE LCCR AND TO A LINE PARALLEL WITH AND 75.00 FEET EAST OF, AS MEASURED AT A RIGHT BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. COUNTY OF LARIMER ) SS ANGLE, THE WEST LINE OF SAID SE1/4; VIN D THENCE NORTH 00'33'32" WEST, ALONG SAID EAST LINE, A DISTANCE OF 2599.42 FEET TO THE NORTH THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY LINE OF THE SE1/4, THE EAST LINE OF THAT PARCEL DESCRIBED IN THE WARRANTY DEED DATED JUNE INK ��9 twwwwem 17, 1904, AS BOOK 187, PAGE 178 OF THE LCCR AND TO A LINE PARALLEL WITH AND 75.00 FEET EAST BY AS OF MONTAVA DEVELOPMENT & OF, AS MEASURED AT A RIGHT ANGLE, THE WEST LINE OF THE NORTHEAST QUARTER (NE1/4) OF SECTION VICINITY MAP CONSTRUCTION, LLC, A COLORADO LIMITED LIABILITY COMPANY. 32; NOT TO SCALE THENCE NORTH 00033'24" WEST, ALONG SAID EAST LINE, A DISTANCE OF 2590.24 FEET TO THE SOUTH ATTORNEY'8 CERTIFIC/►TE WITNESS MY HAND AND OFFICIAL SEAL ROW LINE OF RICHARDS LAKE ROAD, DEDICATED AS PARCEL 1 IN SAID BOOK 2289, PAGE 1283 AND TO A 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 LINE PARALLEL WITH AND 50.00 FEET SOUTH OF, AS MEASURED AT A RIGHT ANGLE, THE NORTH LINE 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 NOTARY PUBLIC NE1/4; 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 MY COMMISSION EXPIRES: Z THENCE SOUTH 89.39 06" EAST, ALONG SAID SOUTH LINE, A DISTANCE OF 1608.80 FEET TO THE WEST THROUGH REASONABLE INQUIRY AND IS LIMITED AS AUTHORIZED BY SECTION 2.2.3(C)(3)(F) OF THE LAND USE CODE. O LINE OF THAT PARCEL DESCRIBED IN THE WARRANTY DEED DATED MAY 15, 1886, AS BOOK 44, PAGE 253 ACKNON&EDGED AND AQENE12 TO BY OF THE LCCR ATTORNEY DATE NOTICE co THENCE SOUTH 45407'27" EAST, ALONG SAID WEST LINE, A DISTANCE OF 1289.40 FEET TO THE WEST ROW (NAME)LINE OF NORTH GIDDINGS ROAD, DEDICATED AS PARCEL 1 OF BOOK 2289, PAGE 1283 AND TO A LINE MONTAVA METROPOLITAN DISTRICT N0. 1,QUASI—MUNICIPAL CORPORATION AND POLITICAL SUBDIVISION OF THE STATE OF COLORADO PARALLEL WITH AND 50.00 FEET WEST OF, AS MEASURED AT A RIGHT ANGLE, THE EAST LINE OF THE ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS = NE1/4; ADDRESS: AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE BY. PRINTED NAME: Q Q W THENCE SOUTH 00'35'37" EAST, ALONG SAID WEST LINE, A DISTANCE OF 1679.98 FEET TO THE NORTH REGISTRATION NO.: OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF ROAD, DEDICATED AS PARCEL 2 OF BOOK APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR TITLE: m LINE OF THE SE1/4, THE WEST ROW LINE OF NORTH GIDDINGS 2289, PAGE 1283 AND TO A LINE PARALLEL WITH AND FEET WEST OF, AS MEASURED AT A RIGHT RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBUGA71ON TO ACCEPT = W O ANGLE, THE EAST LINE OF THE SE1/4; SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. STATE OF COLORADO '^ co ) SS U THENCE SOUTH 00033'45" EAST, ALONG SAID PARALLEL LINE, A DISTANCE OF 2591.59 FEET TO THE POINT COUNTY OF LARIMER ) V, OF BEGINNING. NaM Q THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY SAID DESCRIBED PARCEL OF LAND CONTAINS 12,621,362 SQUARE FEET OR 289.747 ACRES, MORE OR LESS 1. FOR ALL INFORMATION REGARDING EASEMENTS, AND RIGHTS-OF-WAY TST INC. AND MAJESTIC SURVEYING, LLC RELIED ON TITLE COMMITMENT NO. 1 3833-41 8 79 56 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. BY AS PRESIDENT OF MONTAVA METROPOLITAN DISTRICT NO. 1, QUASI-MUNICIPAL CORPORATION AND POLITICAL SUBDIVISION OF THE STATE OF COLORADO. a HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED INTO LOTS, TRACTS AND STREETS AS 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 SHOWN ON THIS PLAT TO BE KNOWN AS MONTAVA SUBDIVISION PHASE D, SUBJECT TO ALL EASEMENTS AND SECTIONS 12-120 - 12-122 OF THE CITY CODE. WITNESS MY HAND AND OFFICIAL SEAL L RIGHTS—OF—WAY NOW OF RECORD OR EXISTING OR INDICATED ON THIS PLAT. NOTARY PUBLIC O 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 BASIS OF BEARINGS INSTITUTE OF STANDARDS AND TECHNOLOGY. MY COMMISSION EXPIRES: C 4. MONTAVA SUBDIVISION PHASE D IS LOCATED WITHIN THE MONTAVA PUD MASTER PLAN AND MONTAVA PUD OVERLAY, ODP 180002 APPROVED PURSUANT TO ORDINANCE NO. 014, 2020, RECORDED ACIWOMRSO ED AND AGREED TO BY L THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH JUNE 4, 2020 AT RECEPTION #20200039330 IN THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO. PRINCIPAL MERIDIAN IS ASSUMED TO BEAR N89'57'58"W A DISTANCE OF 2639.84 FEET, BEING MONUMENTED ON THE BOXELDER SANITATION DISTRICT, A STATUTORY SPECIAL DISTRICT AND POLITICAL SUBDIVISION OF THE STATE WEST BY A 3" ALUMINUM CAP MARKER L.S. 20123 AND ON THE EAST BY A 2-1/2" ALUMINUM CAP MARKER L.S. 5. MONTAVA SUBDIVISION PHASE D IS SUBJECT TO THE CONSOLIDATED SERVICE PLAN FOR MONTAVA METROPOLITAN DISTRICT NOS. 1-7 APPROVED BY RESOLUTION 2018-083. OF COLORADO 17497 IN A RANGE BOX. 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 THE SANITARY SEWER EASEMENTS NOTED ON THE PLAT INCLUDE BOXELDER SANITATION DISTRICT FOR THE 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 PURPOSE OF CONSTRUCTING, ACCESSING, AND MAINTAINING A SANITARY SEWER SYSTEM. BOXELDER NOTICE OF OTHER DOCUMENT$ OF LARIMER COUNTY, COLORADO. SANITATION DISTRICT ACCEPTS THE SANITARY SEWER EASEMENTS AS ADEQUATE FOR ITS USE, AND APPROVES AND ACCEPTS THE ESTABLISHMENT AND VACATION OF THE SANITARY SEWER EASEMENTS AS ALL PERSONS TAKE NOTICE THAT THE OWNER HAS EXECUTED CERTAIN DOCUMENTS PERTAINING TO THIS DEVELOPMENT 7. PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR EACH SINGLE—FAMILY DETACHED, SINGLE FAMILY ATTACHED, TWO—FAMILY, TWO—FAMILY ATTACHED AND MULTI—FAMILY DWELLING SHOWN HEREON AND PURSUANT TO SEPARATE DOCUMENTS TO BE RECORDED HEREAFTER, AND APPROVES WHICH CREATE CERTAIN RIGHTS AND OBLIGATIONS OF THE DEVELOPMENT, THE OWNER AND/OR SUBSEQUENT OWNERS UNIT WITHIN PHASE D, THE CITY SHALL BE PROVIDED WRITTEN CERTIFICATION THAT EACH SUCH DWELLING UNIT COMPLIES WITH THE STRICTER OF EITHER (i) THE FEDERAL DEPARTMENT OF ENERGYS AND ACCEPTS THE ESTABLISHMENT AND DEDICATION OF PUBLIC RIGHTS—OF—WAY OVER AND ACROSS OF ALL OR PORTIONS OF THE DEVELOPMENT SITE, MANY OF WHICH OBLIGATIONS CONSTITUTE PROMISES AND "ZERO ENERGY READY HOME" STANDARD IN EFFECT ON DECEMBER 11, 2020 OR (Ii) ANY CITY LEGISLATIVELY—IMPOSED ENERGY EFFICIENCY OR CONSTRUCTION STANDARDS ON NEW RESIDENTIAL PORTIONS OF EXISTING BOXELDER SANITATION DISTRICT SEWER FACILITIES. COVENANTS THAT, ALONG WITH THE OBLIGATIONS UNDER THIS PLAT, RUN WITH THE LAND. THE SAID DOCUMENTS CONSTRUCTION THROUGHOUT THE CITY, PURSUANT TO SECTION I.F. OF THE DEVELOPMENT AGREEMENT TO SECURE PUBLIC BENEFITS FOR MONTAVA PLANNED UNIT DEVELOPMENT MASTER PLAN. BY. PRINTED NAME: MAY ALSO BE AMENDED FROM TIME TO TIME AND MAY INCLUDE, WITHOUT LIMITATION, THE DEVELOPMENT AGREEMENT, SITE AND LANDSCAPE COVENANTS, FINAL SITE PLAN, FINAL LANDSCAPE PLAN, AND ARCHITECTURAL ELEVATIONS, 8. EVERY DWELLING UNIT WITHIN MONTAVA SUBDIVISION PHASE D THAT QUALIFIES AS AFFORDABLE HOUSING OR WORKFORCE HOUSING SHALL BE COUNTED AS A REQUIRED AFFORDABLE UNIT PURSUANT TITLE: WHICH DOCUMENTS ARE ON FILE IN THE OFFICE OF THE CLERK OF THE CITY AND SHOULD BE CLOSELY EXAMINED BY TO SECTION I(H) OF THE DEVELOPMENT AGREEMENT TO SECURE PUBLIC BENEFITS FOR MONTAVA PLANNED UNIT DEVELOPMENT MASTER PLAN. ALL PERSONS INTERESTED IN PURCHASING ANY PORTION OF THE DEVELOPMENT SITE. WI STATE OF COLORADO ) — 9. IN ACCORDANCE NTH SECTION I.G.4. OF THE DEVELOPMENT AGREEMENT TO SECURE PUBLIC BENEFITS FOR MONTAVA PLANNED UNIT DEVELOPMENT MASTER PLAN: SS (1) THE CITY SHALL APPROVE THAT PORTION OF THE NON—POTABLE WATER SYSTEM PLANS NEEDED TO SERVE PHASE D PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR ANY STRUCTURE WITHIN COUNTY OF LARIMER ) PHASE D; AND (ii) THE CITY SHALL APPROVE THE INSTALLATION OF THAT PORTION OF THE NON—POTABLE WATER SYSTEM NEEDED TO SERVE PHASE D PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY, ANY STRUCTURE WITHIN PHASE D. BY AS OF BOXELDER SANITATION 10. NOTWITHSTANDING SECTION 24-42(A) OF THE FORT COLLINS MUNICIPAL CODE, OR ANYTHING ELSE TO THE CONTRARY, MONTAVA METROPOLITAN DISTRICT NO. 1 (OR ITS ASSIGNS) SHALL BE DISTRICT, A STATUTORY SPECIAL DISTRICT AND POLITICAL SUBDIVISION OF THE STATE OF COLORADO. RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF ANY PARKWAY, AS DEFINED IN CITY CODE SECTION 24-6 OF THE FORT COLLINS MUNICIPAL CODE, BETWEEN A PROPERTY OWNER'S PROPERTY WITNESS MY HAND AND OFFICIAL SEAL LINE AND THE EDGE OF THE ADJACENT LOCAL OR COLLECTOR STREET. NOTARY PUBLIC MY COMMISSION EXPIRES: PLANNING APPROVAL• APPROVED AS TO FORM. CITY ENGINEER TSTs INC. CONSULTING ENGINEERS BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES THE CITY OF FORT BY THE CITY ENGINEER OF THE CITY OF FORT COLLINS, COLORADO, EAST LARIMER COUNTY WATER DISTRICT 748 Whalers Way COLLINS, COLORADO, ON THIS DAY Suite 200 Fort Collins ON THIS DAY, EASEMENTS ARE ADEQUATE AND ACCEPTED AS SHOWN. Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 DIRECTOR OF PLANNING EAST LARIMER COUNTY WATER DISTRICT SCALE CITY ENGINEER N.T.S. DATE OCTOBER 2024 Il SHEET �� 1of15 z FINAL PLAT FOR I-_ MONTAVA SUBDIVISION PHASE D cn D_ z C U7 w 5 0 Lj a' A PARCEL OF LAND LOCATED IN A PORTION OF THE EAST HALF OF SECTION 32, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. Ld bk S89'39'06"E 2638.15' 0 CERTIFICATE OF DEDICATION S89:39'06"E 1608.80' R I C M A R D S LAKE R D - - THE OWNER DOES HEREBY DEDICATE AND CONVEY TO THE CITY OF FORT COLL INS, COLORADO (HEREAFTER °CITY'), FOR PUBLIC USE, FOREVER, A PERMANENT RIGHT-OF-WAY FOR STREET PURPOSES AND THE 'EASEMENTS" AS LAID OUT AND DESIGNATED ON THIS TI PLAT, PROVIDED, HOWEVER, THAT (1) ACCEPTANCE BY THE CITY OF THIS DEDICATION OF EASEMENTS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN THE EASEMENTS SO DEDICATED, AND (2) ACCEPTANCE BYTHE CITY OF THIS DEDICATION OF STREETS "' NE COR. SEC. I DRAWN DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN STREETS SO DEDICATED UNTIL SUCH TIME AS THE PROVISIONS OF THE MAINTENANCE GUARANTEE HAVE BEEN FULLY SATISFIED. THE STREETS DEDICATED ON THIS PLAT ARE THE FEE PROPERTY OF THE N SEC. 32 BRB FOUND #632 FOUND 3.25" 4 !CITY AS PROVIDED IN SECTION 31-23-107 C.R.S. THE CITYS RIGHTS UN[)ER THE EASEMENTS INCLUDE THE RIGHT TO INSTALL, OPERATE, ACCESS, MAINTAIN, REPAIR, RECONSTRUCT, REMOVE AND REPLACE WITHIN THE EASEMENTS PUBLIC IMPROVEMENTS REBAR W/ AL. BRASS CAP PLS I I CHECKED CONSISTENT WITH THE INTENDED PURPOSE OF THE EASEMENTS; THE RIGHT TO INSTALL, MAINTAIN AND USE GATES IN ANY FENCES THAT CROSS THE EASEMENTS; THE RIGHT TO MARK THE LOCATION OF THE EASEMENTS WITH SUITABLE MARKERS; AND THE RIGHT S 15278 IN I DAP CAP PLS 34176 � ITO PERMIT OTHER PUBLIC UTILITIES TO EXERCISE THESE SAME RIGHTS. OWNERS RESERVE THE RIGHT TO USE THE EASEMENTS FOR PURPOSES THAT DO NOT INTERFERE WITH THE FULL ENJOYMENT OF THE RIGHTS HEREBY GRANTED. THE CITY IS RESPONSIBLE FOR I IN RANGE BOX RANGE BOX I I z II DESIGNED MAINTENANCE OF ITS OWN IMPROVEMENT'S AND FOR REPAIRING ANY DAMAGE CAUSED BY ITS ACTIVITIES IN THE EASEMENTS, BUT BY ACCEPTANCE OF THIS DEDICATION, THE CITY DOES NOT ACCEPT THE DUTY OF MAINTENANCE OF THE EASEMENTS, OR OF II I EIRB IMPROVEMENTS IN THE EASEMENTS THAT ARE NOT OWNED BY THE CITY. OWNERS WILL MAINTAIN THE SURFACE OF THE EASEMENTS IN A SANITARY CONDITION IN COMPLIANCE WITH ANY APPLICABLE WEED, NUISANCE OR OTHER LEGAL REQUIREMENTS. ��� I I ! MENAME EXCEPT AS EXPRESSLY PERMITTED IN AN APPROVED PLAN OF DEVELOPMENT OR OTHER WRITTEN AGREEMENT WITH THE CITY, OWNER NOT WILL INSTALL ON THE EASEMENTS, OR PERMIT THE INSTALLATION ON THE EASEMENTS, OF ANY BUILDING, STRUCTURE, 75' I I 0009-Plat Cover IMPROVEMENT, FENCE, RETAINING WALL, SIDEWALK, TREE OR OTHER LANDSCAPING (OTHER THAN USUAL AND CUSTOMARY GRASSES AND OTHER GROUND COVER). IN THE EVENT SUCH OBSTACLES ARE INSTALLED IN THE EASEMENTS, THE CITY HAS THE RIGHT TO I I I I I Z I REQUIRE THE OWNERS TO REMOVE SUCH OBSTACLES FROM THE EASEMENTS. IF AN OWNER DOES NOT REMOVE SUCH OBSTACLES, THE CITY MAY REMOVE SUCH OBSTACLES WITHOUT ANY LIABILITY OR OBLIGATION FOR REPAIR AND REPLACEMENT THEREOF, AND i I ' CHARGE THE OWNER THE CITY S COSTS FOR SUCH REMOVAL. IF THE CITY CHOOSES NOT TO REMOVE THE OBSTACLES, THE CITY WILL NOT BE LIABLE FOR ANY DAMAGE TO THE OBSTACLES OR ANY OTHER PROPERTY TO WHICH THEY ARE ATTACHED. I I II I � � THE RIGHTS GRANTED TO THE CITY BY THIS PLAT INURE TO THE BENEFIT OF THE CITY'S AGENTS, LICENSEES, PERMTI TEES, AND ASSIGNS. I I w I 11 us MAINTENANCE GUARANTEE I 1 l I6 NE SECTION 32 1 r THE OWNER HEREBY WARRANTS AND GUARANTEES TO THE CITY, FOR A PERIOD OF TWO (2) YEARS FROM THE DATE OF COMPLETION AND FIRST PERCENTAGE ! I I to BY THE CITY OF THE IMPROVEMENTS WARRANTED HEREUNDER, THE FULL AND COMPLETE MAINTENANCE AND REPAIR OF THE DESCRIPTION OF LAND USE SIZE(AC.) 0 &M RESPONSIBILITY o 8 ! W IMPROVEMENTS TO BE CONSTRUCTED IN CONNECTION WITH THE DEVELOPMENT WHICH IS THE SUBJECT OF THIS PLAT. THIS WARRANTY AND (°1J TOTAL c� 0 9 I �A I GUARANTEE IS MADE IN ACCORDANCE WITH THE CITY LAND USE CODE AND/OR THE TRANSITIONAL LAND USE REGULATIONS, AS APPLICABLE. THIS LOTS 1 - 44 BLOCK 1 RESIDENTIAL 3.42 1.18% OWNER CA `� GUARANTEE APPLIES TO THE STREETS AND ALL OTHER APPURTENANT STRUCTURES AND AMENITIES LYING WITHIN THE RIGHTS-OF-WAY, EASEMENTS LOTS 1 - 18 BLOCK 2 RESIDENTIAL 1.69 0.58% OWNER - .N N I AND OTHER PUBLIC PROPERTIES, INCLUDING, WITHOUT LIMITATION, ALL CURBING, SIDEWALKS, BIKE PATHS, DRAINAGE PIPES, CULVERTS, CATCH - - P.,.0, I LOTS 1 - 32 BLOCK 3 RESIDENTIAL 2.50 0.86% OWNER s BASINS, DRAINAGE DITCHES AND LANDSCAPING. ANY MAINTENANCE AND/OR REPAIR REQUIRED ON UTILITIES SHALL BE COORDINATED WITH THE - - -* I I I OWNING UTILITY COMPANY OR DEPARTMENT. LOTS 1 - 42 BLOCK RESIDENTIAL 2.45 0.84% OWNER I I 50' THE OWNER SHALL MAINTAIN SAID IMPROVEMENTS IN A MANNER THAT WILL ASSURE COMPLIANCE ON A CONSISTENT BASIS WITH ALL CONSTRUCTION LOTS 1 - 17 BLOCK 5 RESIDENTIAL 1.31 0.45% OWNER F_+ V II 4 STANDARDS, SAFETY REQUIREMENTS AND ENVIRONMENTAL PROTECTION REQUIREMENTS OF THE CITY. THE OWNER SHALL ALSO CORRECT AND LOTS 1 - 19 BLOCK 6 RESIDENTIAL 1.29 0,44% OWNER G I E l REPAIR, OR CAUSE TO BE CORRECTED AND REPAIRED, ALL DAMAGES To SAID IMPROVEMENTS RESULTING FROM DEVELOPMENT-RELATED OR LOTS 1 __49� BLOCK 7 RESIDENTIAL - 1.88 0.65% OWNER BUILDING-RELATED ACTIVITIES. IN THE EVENT THE OWNER FAILS TO CORRECT ANY DAMAGES WITHIN THIRTY (30) DAYS AFTER WRITTEN NOTICE LOTS 1 - 76 BLOCK 8 RESIDENTIAL 4.15 1.43% OWNER i THEREOF, THEN SAID DAMAGES MAY BE CORRECTED BY THE CITY AND ALL COSTS AND CHARGES BILLED TO AND PAID BY THE OWNER. THE CITY ° SHALL ALSO HAVE ANY OTHER REMEDIES AVAILABLE TO IT AS AUTHORIZED BY LAW. ANY DAMAGES WHICH OCCURRED PRIOR TO THE END OF SAID LOTS 1 - 12 BLOCK 9 RESIDENTIAL 0.49 0.17% OWNER I I • V TWO (2) YEAR PERIOD AND WHICH ARE UNREPAIRED AT THE TERMINATION OF SAID PERIOD SHALL REMAIN THE RESPONSIBILITY OF THE OWNER. LOTS 1 - 20 BLOCK 10 RESIDENTIAL 1.07 0.37°% OWNER I TRACT A TRACTS EA, PA, DE, UE 0.74 0.26% MONTAVA METRO DISTRICT_ REPAIR GUARANTEE TRACT B TRACTS OS, PA, DE, UE 1.21 0.42% MONTAVA METRO DISTRICT TRACT C TRACTS OS, PA, DE, UE 0.01 0.000/0 MONTAVA METRO DISTRICT IN CONSIDERATION OF THE APPROVAL OF THIS FINAL PLAT AND OTHER VALUABLE CONSIDERATION, THE OWNER DOES HEREBY AGREE TO HOLD THE TRACT D TRACTS OS, PA, DE, UE 0.07 0.02% MONTAVA METRO DISTRICT CITY HARMLESS FOR A FIVE (5) YEAR PERIOD, COMMENCING UPON THE DATE OF COMPLETION AND FIRST ACCEPTANCE BY THE CITY OF THE E 14 COR. SEC. 32 ;0/ \ ! IMPROVEMENTS TO BE CONSTRUCTED IN CONNECTION WITH THE DEVELOPMENT WHICH IS THE SUBJECT OF THIS PLAT, FROM ANY AND ALL CLAIMS, TRACT E TRACTS OS, PA, DE, UE 0.08 0.03% MONTAVA METRO DISTRICT ! I \ FOUND 3-1/4" ! I Z DAMAGES, OR DEMANDS ARISING ON ACCOUNT OF THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS OF THE PROPERTY SHOWN HEREIN; TRACT F TRACTS EA, PA, DE, UE 0.31 0.11% MONTAVA METRO DISTRICT I ( CE 1/4 COR. SEC. 32 BRASS CAP IN I I AND THE OWNER FURTHERMORE COMMITS TO MAKE NECESSARY REPAIRS To SAID PUBLIC IMPROVEMENTS, TO INCLUDE, WITHOUT LIMITATION, THE TRACT G TRACTS OS, PA, DE, UE 0.01 0.00°/fl MONTAVA METRO DISTRICT I I SET 30" OF #6 MONUMENT BOX I � , ROADS, STREETS, FILLS, EMBANKMENTS, DITCHES, CROSS PANS, SUB-DRAINS, CULVERTS, WALLS AND BRIDGES WITHIN THE RIGHT-OF-WAY, REBAR WITH 3.25" LS 15278 ♦� EASEMENTS AND OTHER PUBLIC PROPERTIES RESULTING FROM FAILURES CAUSED BY DESIGN AND/OR CONSTRUCTION DEFECTS. THIS AGREEMENT TRACT H TRACTS EA, PA, DE, UE 0.92 0.32%° MONTAVA METRO DISTRICT / I V� TO HOLD THE CITY HARMLESS INCLUDES DEFECTS IN MATERIALS AND WORKMANSHIP, AS WELL AS DEFECTS CAUSED BY OR CONSISTING OF TRACT I TRACTS OS, PA, DE, UE 0.02 0.01% MONTAVA METRO DISTRICT I ! 38348 P STAMPED LS \ SETTLING TRENCHES, FILLS OR EXCAVATIONS. TRACT) TRACTS 0S, PA, DE, UE 0.07 0.03% MONTAVA METRO DISTRICT \\ 0 ! I I W FURTHER, TRACT K TRACTS OS PA DE UE 0.02 0.01% MONTAVA METRO DISTRICT THE OWNER WARRANTS THAT HE/SHE OWNS FEE SIMPLE TITLE TO THE PROPERTY SHOWN HEREON AND AGREES THAT THE CITY SHALL NOT BE LIABLE TO THE OWNER OR HIS/HER SUCCESSORS IN INTEREST DURING THE WARRANTY PERIOD, FOR ANY CLAIM OF DAMAGES RESULTING TRACT L TRACTS OS, PA, DE, UE 0.01 0.00% MONTAVA METRO DISTRICT FROM NEGLIGENCE IN EXERCISING ENGINEERING TECHNIQUES AND DUE CAUTION IN THE CONSTRUCTION OF CROSS DRAINS, DRIVES, STRUCTURES OR TRACT M TRACTS EA, PA, DE, UE 0.73 0.25/° MONTAVA METRO DISTRICT + _ , / �� r I LU♦A 0 INBUILDINGS, THE CHANGING OF COURSES OF STREAMS AND RIVERS, FLOODING FROM NATURAL CREEKS AND RIVERS, AND ANY OTHER MATTER ° _ _ I - - . I co TRACT TRACTS OS, PA, DE, UE 0.29 0.10% MONTAVA METRO DISTRICT WHATSOEVER ON PRIVATE PROPERTY. ANY AND ALL MONETARY LIABILITY OCCURRING UNDER THIS PARAGRAPH SHALL BE THE LIABILITY OF THE / \ OWNER. I FURTHER WARRANT THAT I HAVE THE RIGHT TO CONVEY SAID LAND ACCORDING TO THIS PLAT. TRACT 0 TRACTS OS, PA, DE, UE 0.01 0.00°% MONTAVA METRO DISTRICT TRACT P TRACTS OS, PA, DE, UE 0.05 0.02°% MONTAVA METRO DISTRICT j s SIGHT DISTANCE EASEMENT RESTRICTIONS TRACT TRACTS OS, PA, DE, UE 0.02 0.01°% MONTAVA METRO DISTRICT I / / a v v I > Q SIGHT DISTANCE EASEMENT - THE SIGHT DISTANCE EASEMENT IS AN EASEMENT REQUIRED BY �E CITY AT SOME STREET INTERSECTIONS WHERE IT TRACT R TRACTS OS, PA, DE, UE 0.00 0.00% MONTAVA METRO DISTRICT THE TRACTS TRACTS EA, PA, DE, UE 0.20 0.07% MONTAVA METRO DISTRICT IS NECESSARY TO PROTECT THE LINE OF SIGHT FOR A MOTORIST NEEDING TO SEE APPROACHING TRAFFIC AND TO REACT SAFELY FOR MERGING I i / �� 50' THEIR VEHICLE INTO THE TRAFFIC FLOW. THE FOLLOWING ARE REQUIREMENTS FOR CERTAIN OBJECTS THAT MAY OCCUPY A SIGHT DISTANCE TRACTT TRACTS EA, PA, DE, UE 0.29 0.10°% MONTAVA METRO DISTRICT EASEMENT FOR LEVEL GRADE: TRACT U TRACTS 05 PA DE UE 0.64 0.22% MONTAVA METRO DISTRICT 1. STRUCTURES AND LANDSCAPING WITHIN THE EASEMENT SHALL NOT EXCEED 24 INCHES IN HEIGHT WITH THE I \ / / / \ \ � I ! FOLLOWING EXCEPTIONS: TRACT V TRACTS 0S, PA, DE, UE 0.01 0.00°% MONTAVA METRO DISTRICT I // �,/ �� , ! N I O 2. FENCES UP TO 42 INCHES IN HEIGHT MAY BE ALLOWED AS LONG AS THEY DO NOT OBSTRUCT THE LINE OF SIGHT TRACT W --TRACTS--- EA, PA, DE, UE 0.28 0.10% MONTAVA METRO DISTRICT FOR MOTORISTS. TRACTX TRACTS EA PA DE UE 0.16 0.05% MONTAVA METRO DISTRICT I 'I ! w 3. DECIDUOUS TREES MAY BE ALLOWED AS LONG AS ALL BRANCHES OF THE TREES ARE TRIMMED SO THAT NO ' LA PORTION THEREOF OR LEAVES THEREON HANG LOWER THAN SIX (6) FEET ABOVE THE GROUND, AND THE TREES ARE TRACTY TRACTS OS, PA, DE, UE 0.37 0.13% MONTAVA METRO DISTRICT SPACED SUCH THAT THEY DO NOT OBSTRUCT LINE OF SIGHT FOR MOTORISTS. DECIDUOUS TREES NTH TRUNKS LARGE TRACT Z TRACTS DE, FUTURE DEVELOPMENT 0.14 0.05% MONTAVA METRO DISTRICT I �/ I Ln ENOUGH TO OBSTRUCT LINE OF SIGHT FOR MOTORISTS SHALL BE REMOVED BY THE OWNER. TRACT AA TRACTS DE, FUTURE DEVELOPMENT 1.58 0.54% MONTAVA METRO DISTRICT I " I N FOR NON-LEVEL AREAS THESE REQUIREMENTS SHALL BE MODIFIED TO PROVIDE THE SAME DEGREE OF VISIBILITY. TRACT BB TRACTS OS, PA, DE, UE 0.47 0.16% MONTAVA METRO DISTRICT ° ! I 4%. ' NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE PQ TRACT CC TRACTS OS, PA, DE, UE 0.03 0.01% MONTAVA METRO DISTRICT I I' I YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. TRACT DIDTRACTS EA, PA, DE, UE 0.89 0,31% MONTAVA METRO DISTRICT I Z U -I TRACT EE TRACTS OS, PA, DE, UE 0.07 0.02% MONTAVA METRO DISTRICT Z S \ / ,• \ ! Q TRACT FF TRACTS OS, PA, DE, UE 0.03 0.01% MONTAVA METRO DISTRICT o (A W I TRACT GG TRACTS OS, PA, DE, UE 0.58 0.20°% MONTAVA METRO DISTRICT t,J !W C TRACT HH TRACTS OS, PA, DE, UE 0.03 0.01% MONTAVA METRO DISTRICT N lq' � I � & I TRACT II TRACTS DE, FUTURE DEVELOPMENT 2.12 0.73% MONTAVA METRO DISTRICT I I rn I TRACT TRACTS DE, FUTURE DEVELOPMENT 2.40 0.83%° MONTAVA METRO DISTRICT 3 I TRACT KK TRACTS EA, PA, DE, UE 0.93 0.32%° MONTAVA METRO DISTRICT I I \ l y 4- 0 TRACT ILL TRACTS OS, PA, DE, UE 0.03 0.01% MONTAVA METRO DISTRICT TRACT MM TRACTS DE, FUTURE DEVELOPMENT 120.08 41.44°% MONTAVA METRO DISTRICT ± - .R TRACT NN TRACTS DE, FUTURE DEVELOPMENT 5.37 1.85% MONTAVA METRO DISTRICT I I TRACT 00 TRACTS DE, FUTURE DEVELOPMENT 10.35 3.57% MONTAVA METRO DISTRICT I I SE SECTION 32 // I TRACT PP TRACTS DE, FUTURE DEVELOPMENT 7.58 2.61% MONTAVA METRO DISTRICT I I 11 I ! TRACT QQ TRACTS DE, FUTURE DEVELOPMENT 10.12 3.49°% MONTAVA METRO DISTRICT TRACT RR TRACTS DE, FUTURE DEVELOPMENT _ _ 75.10 25.92°% MONTAVA METRO DISTRICT ! I I ! TRACT SS TRACTS EA, PA, DE, UE� 7.49 2.59% MONTAVA METRO DISTRICT I I I I RIGHT-OF-WAY 17.59 6.07°% CITY OF FORT COLLINS I ! ! I TST, INC. e?, iTOTAL LOTS 329 289.75 100.00% I I ! CONSULTING ENGINEERS POINT OF I 748 Whalers Way _75, �� � j I I COMMENCEMENT Suite 200 Fort Collins � ,��► ! . EA-EMERGENCY ACCESS EASEMENT, PA-PUBLIC ACCESS EASEMENT, DE-DRAINAGE EASEMENT, �\ ! Z I Colorado 80525 CeY�y�,,� y�tPJL� UE-UTILITY EASEMENT, OS-OPEN SPACE, SDE--SIGHT DISTANCE EASEMENT I FOUND COR. R#6 REBAR I o ! Rhone: 970.226.0557 i I S COR. SEC. 32 �\ W/ 2-1/2" I ur ! JOB NO. 1230.0009,O0 FOUND 3�r CAP IN AL. CAP PLS 20123 I ALUM. MONUMENT BOX I Z I SCALE ! I LS 17497 I I N.T.S. 0 POINT OF BEGINNING I I DAZE OCTOBER 2024 I N89'57'58"W 2514.83' MOUNTAIN VISTA DR ,�� SHEET N89.57'58"W 2639.84' N45'15'52"W 71.08, i i ��, (� 2 Of 15 aE� N SEC. 32 UNPLATTED MMM }`�1 ;' T 4 FOUND #6 REBAR W/ NE COR. SEC. 32 3.25" AL. CAP PLS 34176 �m 0 FOUND 3.25" BRASS CAP k ` .� 3 IN RANGE BOX RICHARDS LACE RD � x�;,0 Q C) PLS 15278 IN RANGE BOX mmmm NrvNMo�o0 z S89'39'06"E 2638.15' co co g.calm m o 0 E S89Z9'08" i 6O&W - j 900.00' - - - — — — — — — — — ' - --- - 708.80' o C) 05 Uj - - - - - - - - - - - - - - - - - - - - - - - - - --- - --- � � � o r - •-- -- - - - - - - - - - - - - - - - - T- - - - - - - - - - - - - - - - - -- - - - - - - - - - _.... - — _. - - - - - - - - - - - - - - - -- - - - - - w q I— - - -- - -- — - - - - - - - - - - - - - - - -- - - UTILITY ESMT. SEE SHEET 14 FOR DETAIL - - - - - - - - - - - - - - - - - - � I 4 I I I re-n, 1 I 4tia I I I � I I a 1 I 5 1 ! F I I m low rf' oW der5 ; R - DRAW BRB rs a Qrdle > e UNPLATTED I I 1 KEY MAP CHECKED DAP I I I i NE S32, T8N, R68W N. T. S.I I I l l NOT A PART I I I I DESIGNED BRB I I I I 4 RENAME 0009-Plat Cover I l q I I 1 SEE SHEETS 6 THROUGH 14 FOR MORE DETAIL I I I I I ( 1 q I I I ! © II I 'LEGEND o FOUND SECTION CORNER AS DESCRIBED 75' DIVIDE CANAL I I SET #4 REBAR W/ RED CAP. PLS #38348 AND RESERVOIR COMPANY i 50' 50' I PROPOSED LOT LINE CORPORATION — — — —— —— — PROPOSED EASEMENT BK 187, PG 70 & BK 187, PG 178 I EXISTING LOT LINE q � EXISTING RIGHT--OF—WAY EXISTING SECTION LINE EXISTING EASEMENT z IPLAT BOUNDARY II I i 0 ICI Ico TRACT M M o ,.j I I (A _ ' Q II I I Q�''' NOTICE: ACCORDING TO COLORADO LAW, YOU MUST Q i f m COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN N I N THISSURVEY WITHIN THREE YEARS AFTER YOU FIRST W 1 rn DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION co LA I BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED I I L4I MORE THAN TEN YEARS FROM THE DATE OF THE co 0 I oo CERTIFICATION SHOWN HEREON. II 1 I I I I > 0- IQ Z w g II I z rn � I ► I � I f I 1 -° C/) • I 1 ca UNPLATTED NW 1/4 S33, T8N, R68W NOT A PART I II I '©- I I I N�o I I I I 00 0 I I I I C, j II I I 1 w TST, INQ CONSULTING ENGINEERS 748 Whalers Way \ \ ! Suite 200 Fort Collins J \\ I Colorado 80525 Phone: 970.226.0557 ICE 1/4 COR. SEC. 32 , \\ 1 roe Na. 1230.0009.00 SET 30" OF #6 REBAR WITH I 3.25" AL. CAP STAMPED LS TRACT NN `` 1 100 0 100 200 SCALE 38348 \\ q 1" = 100, I I \ 1 scale 1"=100' feet DATE OCTOBER 2024 I \ E 1/4 COR. SEC. 32, SHEET N I I 8 \ 10 T8N, R68W, 6TH P.M. ti ...�. .�. . �..�.. �..�.. ,� .... .�.� ..w.. .... .. TRACT G \ .. . .....� .�... ...�. .. . EIR rwrwr ....E .�... .rr.YE rrwEEw .. .... FOUND 3-1/4 BRASS of 1 WON5 l� � ... +.r..� .NrE . ■r...E ..�. .EEi..E E.nn.E - , 3 MATCH UNE SEE SHEET 4 _ CAP IN MONUMENT BOX LS 15278 N j SEC. 32 NE COR. SEC. 32 ® FOUND #6 REBAR W/ AL. CAP MATCH LINE SEE SHEET 3 FOUND 3.25" BRASS CAP RANGE BOX " ' .` .. ..� � , Now Nmm www � WON " `I Imm .... '�` '.`t ".... "mm � """".". PLS 15278 IN RANGE BOX 3 I I \ 1 < mmmm 8 ` IX z I I TRACT G \ I � W I / 7 \ I 3 75' DIVIDE CANAL \ \ CAI .V w AND RESERVOIR 9 \ 6 \\ 1 M 4 COMPANY � _ — TRACT MM I .r CORPORATION / 10 / `. \ BK 187, PG 70 AND 1 A I / \ Z 8K 187, PG 178 a, �\ \ 5 \ \ I �O z 8 i i �� 28 ' /'11 BLOCK 2 4 W N I I 'c, 29 !, 12 ` \ 3 Y Un (A '�'" I 1 \;� /' \ 13 TRACT N N -4 hi I I TRACT M M 30 /�'�1' /27 y 14 ��',�.� 2 r*i 5 t�l I I 31 / /Gj �' X \ N o0) 0 I I 'py, , ��P \ 26 �!y 15 \ \ \ 1 / \ DRAWN j\ BRB V \ 32 O / //' \\\ \ 25 �O 1 \ \ CHECKED\ /' ' \\ I 0D I I 33 / ,,'� / 13 \\\ \ 24 �'1i 17 % � �\\ � I KEY MAP DAP 34 ,// / 14 \\ `\ 23 18/ � // \\ 4 1 I . DESIGNED 35 , / 15 \\ \ \ / \C\ / \ QO BRB FILENAME Ld 12 \r ICE 1/4"COR. SEC. 32 X R n 1011 BL 16 `\�y�\\ / ,�\�Q / \\\ 5 /'�\\ \ � 0009—Plat Cover } SET 30 OF #6 REBAR WITH o(n M 36 OCK 1 17 \\ .� , \ \ O I 3.25 AL. CAP STAMPED LS a o I I I 9 \y / 21 ,' /7 38348 0 o N I I 18 \\ ' ,' ' \ 4 I x w 37 1 1 1 8 8 `\\ / / \ \\ 100.00' Row PER I I w~Uj 19 / \ ,�\ / / \ \ \ ROAD BK R, PG 152 I 1 1 Q 1 20, TRACT C \ 10 3 / / \ \ & BK 2289 PG 12831 I I 38 1 I I 7 TRACT B / , 11 BLOCK 5 / \'\ \� S89'24'23"W I SHEETS 6 THROUGH - - - -_-_- - - - - - - - - - ,� - - I -ACT-Z _ I �23 �\ 2 \\ / 50.00' 1 SEE 14 FOR MORE DETAIL - - - - - RACT / 22 12 ` \ I I / ,'24 20 �-q,A 14 J,\\\ 6 \ 11 Oil40 1 I I 5 / 1 / / , _ 19 LG 15 \ 41 5 \\ \ I -n- - - (aS c�7,2 7 I /' \ 1 I 18 �O 16 �` 4 / \ \ E 1/4 COR. SEC. 32, I N89026'28"E 75.00' I9a�y (fir 1 I \ 4 / \��' 25 1 17 ' O� 17 F P' \ 3 \ T8N, R68W, 6TH P.M. LEGEND 41 1 I \ 3 \� 1� �,� �, \ 2 \ _ FOUND 3-1/4 BRASS ��[ °Q 'p'9 \ 2 ' TRACT P' 26 BLOCK 4 / /,- �\, \ 7 \ _ CAP IN MONUMENT BOX_l ANAL Pw a t�J(r �'� 1 /' �\ ' \ 1 `'' 1516 \\ \ ,, _ \ 11 v LS 15278 G G' � -A \ / \Q / 1 I z FOUND SECTION CORNER AS DESCRIBED 75' DIVIDE C �y W AND RESERVOIR ►'r 9 42 \ '�/ / �' 1 27 ' / \ BLOCK V - \ � ' / #3$� 'f \ r, Cyr / 14 g \ �' / 1 J ® SET4 REBAR W RED CAP PLS 48 COMPANY R �00� f ' / /30 y 1+� ,' 13 'p / �` 14 T 00 '`� 1 p PROPOSED LOT LINE CORPORATION e 1-p 43 \ TRACT L 29 28 10 \-9�, 19 \ TRAG I z BK 187, PG 163 '� 7,'-' b� \\ 44/' ' 1 `` 29 , i 2 [�` 11 \\ 18 13 I C} ~- — — — — — — — PROPOSED EASEMENT yZ (� ,/ / \ 28 ,� ��,, / 12 '� 17 \`\ 12 I TRACT SS p y�r� / 30 11 13 \ \ \ 11 EXISTING LOT LINE w I� 1 qZ U�� ' \ 31 ' 27 r� �; 14 5\ ~\ 10 I a EXISTING RIGHT—OF—WAY 'P3� vrl "LOf ! / \ 32 1 31 \ 10 `� \\ �` I 14TnTr7 •� k r ' / \ \ / �, `, , 15 TRACT 1f \ 9 �� 1 — — EXISTING SECTION LINE fJ �f-+ f 1_�/ (da / \ \ / /� 26 16 16 / \ el I (�13 �" but t / 1 \ l �1� 32 ; �/ 17 // / \ \\\ P 8 I - EXISTING EASEMENT Z �. � dl jr' ` 2 ` BLOCK 3 25 33� (� 8 TR A C T U OQ Q 19 18 / / 43 \ \� \ 7 I o PLAT BOUNDARY \ \ 24 r P 7 O \ w IN o� �, \ \ �,A \ 'gyp 34 � 6 \yC� 20 // / \\ I � CD elf I471v� h W. � ��' /' \ 3 \ \\ �[�,, � 1 �G� � ?Zyi 35 � ` � 5 / \.O 22 21 /,�''�V_ 41 \� \`\ 5 I r I ,,/4'v' 0 \ \ 1 �C� \ ,�. 24 23 G 40 44 \ J /\ 1�� ►o w r r, 4 \ .y r \ 22 36 �,� r 4 1J'% / '„\�zP 3g \\ 4 1 C \ opt! ,� f \ \ , 21 y, 37 \ 3 c) ' ,� 38 45 / `• 3 1 N I OLORADO LAW YOU MUST 0 I I , -y '� / / \ NOTICE: ACCORDING TO C , \ / \ 25 ,� � , 36 37 46 / \ 2 I COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN m O 5 "� \ \ \\ it �1 20 \\`\ 38 \ \ 2 1 2726 '� ' 35 BLOCK 47 /i \\ `\ 1 / 1 THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST W W / . / ' 34 48 ,� \ / I DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION TRACT R / 28 // 76� �' BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED 6 �` 18 r / \ ,, /,, 33 Q 42 \ MORE THAN TEN YEARS FROM THE DATE OF THE / \ s 41 \ 32 CEO 50 /' G i' 74 I CERTIFICATION SHOWN HEREON. ' /' \ 7 \ 17 39 40 1 3031 G� 51 / ��/¢'' 73 ' I \ > 0. c° / / 8' \ \ 16 ' 3 2 29 ��� 5352 ' /'' 71 72 3 2 f Q r ' \ 1 15 / 4 //' S4 / 69 70 / \ \ 1 Ln 55 68 \ 9 14 I TRACT J 6 / / 2728 56 /' /' �-yo 4\\ \ 1 z 8 7 ,' / 26p 5857 / ' 67ZZ 5 /f 13 ; y -1 9 // 25 G 59 / , 66 ''�, / 665 24 / i 11 O¢ I PG /C) / 23 9i ,'i 64 / 8 / I I \ 10 Q ` 't�' 10 ,'��'� 22 Qa 9'L 63 J� /' I 00 I2�11 , 21 -(,4 29 62 P / 15`14%13 G 30 P I TRACT QQ © O // 2© \�� 31 `�0 6061 �PJ �,� 12 11 10 BLOCK 10 o� / � l 16 I ( 33 / 49 13 ,p 9� I BLOCK 7 34 14 j 14 -yo I UNPLATTED 171 I 35 48 15 SW 1/4 S33, T8N, R68W 36 / 46 \ 16 NOT A PART18 I I 47 537 1517 19 42 4 19 1 TRACT RR ; \ \\ / \ 20 38\39�40 I - -.TRACT CC 4 2 I rn I 9�� / 5 \ I .. �p TRACT AA 6 7 I ©�' 8 m ' 12\11\10 1 z I I \ ' 1/5 I I �w I \ � TRACT 00 I z TST INC. laz 1 BLOCK 9 Q� 14 I CONSULTING ENGINEERS S I I . 0 748 Whalers Way / Z Suite 200 'Fort Collins I lu TRACT 19 Colorado 80525 0 I Ph one: 970.226 0557 OD I I # I Job NO. cn s I M1 1230.0009.00 20' BOXELDER I SANITATION DISTRICT --�{--��`— \ — — — — — —J ESMT. BK 1966, PG 543 I I 100 0 100 200 SCALE 1" = 100' TRACT JJ y scale 1'=100' feet DATE OCTOBER 2024 POINT OF COMMENCEMENT �,,, SHEET S COR. SEC. 32 R. SEC. 32 4 of 15 SE CO " � ' '.� '�"' � "� �" .,. ` " ."" 'x..' "'"m '� '� ""'�` ""� ","""" '..�" '.""' "...' 'r "_" """" "� „'. '� � "" �"�..` '"�..�"" ' FOUND ;�6 REBAR W/ 2-1/2" ALUM. CAP IN �,� r FOUND 3" AL. CAP PLS 20123 MATH LINE SEE SHEET 5 �✓ MONUMENT BOX LS 17497 3 LEGEND z FOUND SECTION CORNER AS DESCRIBED IL o SET #4 REBAR W/ RED CAP, PLS #38348md Fn z O _ Li PROPOSED LOT LINE � w - - - - - - - - PROPOSED EASEMENT E)'4 EXISTING LOT LINE h� EXISTING RIGHT-OF-WAY EXISTING SECTION LINE CE 1/4 COR. SEC. 32 -- - - - EXISTING EASEMENT w SET 30" OF #6 REBAR WITH 3.25" AL. CAP STAMPED LS PLAT BOUNDARY 5 � E 1/4 COR. SEC. 32 m -- FOUND 3-1/4" BRASS CAP IN MONUMENT BOX DRAWN LS 15278 -- BRB KEY MAP CHECKED MATCH UNE SEE SHEET 4 �I T. C Z wwr a �� wNw�M w�ww awwee r� r wars € eiee w�� aew�s awe s. ». s <. arm 1 V N . I . S. ESIGNED BRB D I � o ti TRACT 00 I I <, BLOCK RLENAME I �CA w Z ° pLG I I I 0009_Plot Cover I 8 ., I I I TRACT II I I ,� 20' BOXELDER I SANITATION DISTRICT N , . DISTRIC 46, P 53- 1—t � — — - - ESMT. BK 196 �I II° I I I SEE SHEETS 6 THROUGH TRACT JJ y � r _ I 14 FOR MORE DETAIL -16 — - - - - II � I t I ' I I I I I C�'AQ �' a< I I 6 `� �/ I m a I UNPLATTED I I k � , ,�' �OQ� / I w I SW 1/4 S33, T8N, R68W I NOT A PART I I fi I Ln I r I I I i I I TRACT PP CD j li II ! j I 14 1 I > J I ° I I 4 I I I NOTICE: ACCORDING TO COLORADO LAW, YOU MUST I I I I COMMENCE ANY LEGAL ACTION BASED UPON ANY TRACT RR I DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER W a I I I I YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT D co I p MAY ANY ACTION BASED UPON ANY DEFECT IN THISCIO 0 0 SURVEY BE MORE THAN TDEN YEARSo I I THE DATE OFOMMENCED FlA11INE CERII0N SHOWN HEREON FROM a I I © I I I I r ° 75' DIVIDE CANAL I I I AND RESERVOIR I 1 COMPANY CORPORATION I I I I ���'' ° BK 187, PG 163 I I x I V I I i \ \ 100.00' ROW PER \ ROAD BK R, PG 152 I I & BK 2289 PG 1283 I ` I I I 1 TRACT QQ q 1 I ` 1 of V) I \ 0 �� `\ `\ \ I z II 0 00 `\`\ I — TST, INC. o N \ \\ POINT OF BEGINNING I I CONSULTING ENGINEERS I o Y \ \ I 748 Whalers Way c m \ I`1 Suite 200 Fort Collins 1 1400.00' � — \ ` 1114.83' 1 Colorado 80525 Phone: 970.226.0557 N89*5T58'W 2514.83' `\`\ N45'15'52RW JOB No. MOUNTAIN VISTA DR N89 57 58 W 2639.84 MOUNTAIN VISTA DR \ sZAr?` t 1230.0009.00 71.08 (BASIS OF BEARINGS) 100 0 100 200 SCALE - 1" = 100' POINT mmmmw S j COR. SEC. 32 SE COR. SEC T8NF R68WM 6THP MT scale 1"=1�' feet DATE FOUND 3" AL. CAP PLS 20123 I { OCTOBER 2024 UNPLATTED FOUND #6 REBAR W/ 2-1/2" ALUM. I I CAP IN MONUMENT BOX SHEET LS 17497 �1� 5 of 15 xmww 14 ml� 07 � 1 CP. cl- Wrn N p 14 �' O 14 'i 0 Z 1 cn a N Q o 0 %n 6 � � w TRACT MM 7 9 5230879 SF 1 13 120.08 AC DE, FUTURE DEVELOPMENT a, ` 8 N. 4. w 10 LA vti cx? t0 12 m _ DRAWN _ w BRB ' 1 (ESMT. TIE) ,� CHECKED G1 � � r� yJ DAP �, � w �r � ��©•g� - _ �- DESIGNED BRB KEY MAP - - , 6„� __ f V 1 . �J. �// �� _ �� � ' ���p1 3 r� „� ��1�O _ `r FliENAME 0OCY9-PIat 6 _ 1 �srS530 3 501 4Cd 0�`3 / � f J f � r y� ' �q' �ES��• 553 -� � - - - - - - - - - - - - - - J S38'47'35"E 418.99' 1 1 S38'47'35"E 30.00' 1 1 [J I I 1 1 I I 1Z 1 130' BOXELDER l rn 1 1 +� �! SANITATION 1& �,1 a V I I SEWER ESMT. 1- 1 Q 1� m f I_ jo ,1 �e C 44 o Lq I I Lq TRACT NN 1 0l op 35.po 1 11 1 "'1 a , oo' o �I I CO 234026 SF 34. 6o w O LW a • 5.37 AG 1 1 253.©© 4 Op, RqW rn LO 1� DE, FUTURE DEVELOPMENT 1 1 5 p1'3�'„ NI 1 �L. 11 11 34 op' 3QC'K 6 o �d' y (ESMT. TIE) 5.50` 1 35® I O a 00 30 1 1 ' 30' WATE ESMT. 255p Z5 5 �'' o tn O � O I REC 0' ro O 30.00' 1 �: 00. p CJti O , N � O d- �- SD r I. T �; �`� P� o rn a, I�� 0 35•p0 I 1 1�� r� N N 0 e'e � - 1r ,p •p1 � N 3 p 16.00' p ! Q S38.47'35"E 877.50' - �Cq 52.00' f 52.00' 52.00' 52.00' 52.00' 52.00' 50.00' 56.00' 1 40.00' 40.00' 1 56.00' 50.00' 50.00' 50.00' 50.00' 51.50' u! '34•pp 01 c� 0 10.00' fig. I TRACT T 12683 SF 36 72' BLOCK 2 BLOCK 2 s' I 1 g' BLOCK 5 11 �. 0.29 AC EA, P A, c r 1194 SDE N Im W ROW _ _ UE p UE BLOCK 5 �, 6 DE, UE D ~ 0 LOT 7 , LOT 6 a . I o c t , LOT 19 4107SF o co a o o I I 0 39.55 � 51.80 1 � U �� ad 06 4056SF Da O LOT 5 0 o 0 o 1 o w o 1 0 0 o 0 o Ln S38' ' to 5' 0 0 4056SF �, © LOT 4 47 35 E 91.35 � 36' 36' O LOT 8 o n r O LOT 3 0 LOT 2 O LOT 1 I O z o 1 LOT 6 O LOT 5 UE ao 5O96SF ao 4732SF 4732SF 4732SF a 5096SF r J s; o LOT 4 O LOT 3 ,� LOT 2 O LOT 1 c� I r rn rn 4550SF I rn I 5096SF 4550SF 4550SF 4550SF 4550SF 5246SF 51, Cp o S38'47'35"E 96.33' r I w ¢ Y LOT 7 3277SF 5' n SDE m 1 ROW O LOT 18 2712SF - - 52.00'- - -52.00'- - Lo 00 SEE(D �L A I I I SDE = SEE DETAIL A SDE 0 `'' 91.00' LIE 1 97.00' a' T oP py ao 0 o I (TYP.} d �I &1 co TRACT G I I N a z o I 25.5' 25.5' o m LOT $ 3276SF 'o 0o 11 13.00' - .52.00'. - 52.00'- - -- -52.00' -50.00'- - -' -56.00'- - o 6 - -56.00'- - - - -50.00'- - -50.00'- - - -50.00' `-- -` -50.00'- - --59.00' - - o 0 1 0 0 415 SF II -_ - - - • o LOT 17 2910SF o 0.01 AC 52.00 r - - - - - - - - -- - - ��` - _ � - - - - - - -- -- -- - _ N N - - - - - - - - -- - - - - -- -- - - - - - - - - - - - r`�° SDE I ��4 0 o O N OS, PA, .00 q.00 I TRACT F 13641 5F 0.31 AG 3 E�LCo �` o w w o 30' -- TRACTS $$20 SF 0.20 AC a� a N -N38'47°35"W 91.00'- - 1" to 6 `� I , I 0 6 .00 31.00 so iv O DE, U N38'47'35"W 91.00' I EA, PA, DE, UE W R ESMT/ 00 in o LO a0 wA ESMT. �4. EA, PA, DE, UE q ai ROW f a I I R 1 ,"pl31' N "cNv LO REC r�1aT N C iv o ELGO TRACT V 00 Ln 4` ,may , , , r � � , - ,� I LC} O ATER ESMT. 47 SF 0.01 AC 31.00' 8.00' LO N o I r37.00 - -37.00 - -37. 0 - - 7.00 - -37.00 - -37.00 -37.00 - -40.00 - { ►� -34.00 - -28. -28.00 28.00 - 28.00 - -28.00 -28.00 28.00 - 28.00 -28.00 -29.00 W 00 Co R C# OS, PA, DE, UE p 0 LOT 9 a 5' I LO N LO i = � N W O CV 4732SF N I UE W SD'E I z z SDE SEE DETAIL A in SDE - - - -- -- --- �-- - - - -1 r 1 30' 30' tLO ,,_ ,� LL I I LL � ,� L� ,1 ,� Li- LL � r 31.00 - 22.00 27.50 - 27.504 0 27.50 27.50 - 22.00 oc N o W cn to 00 0�0 m m U) 00 0Vo (4 `a N W o I Lq C) Y 91.00, 1 o w co cla I 80' I �r oa «� � ¢ ¢ Ln Q SDE in� o L 8- o ''') a ' o ' } b ``� v � o PO o to © to 1- ROW c01 0 o Ln 0 n o Ln a � © LO o LO o Ln o L) b Ln cD z N r 00 00 1 5 O I O r j O L`5 O L'`) O �`� O L"j O O "� O N Q O Cn Li Ln L.L. Li.. Ln J N _ I O I O 1 r7 O N O N O O N O N o N O N O L°I O N O N O I In fn f/) U7 to U7 (n O J UE �- r r- N Ln *_ tD e- r CIQ .- Q LO r N 17 hr9 K) N N O © O W W _ I 1�d�. CA r CTL 4 Ch r C35 C71 Cn Cn (� r I Cn 0 1 r` 0) � CA o C7? C7) O) r CA CA C77 LL LV 0 O O O O O '� z 0 00 a o � O LO O Ln o Ln O 0 0 co CD N � H O I I H H F I- I- t- F- ' f- H r ,-- LOT 10 © 1 40 40 t o 0 0 o O O z cl U(n Lf3 0 O © 0 0 O © O 0 O ® ® O 0 O O r J L,! 4732SF N I 1 J J -J J J �! J J I 1 J J J � H ~ I- F- � ~ H" w O N O N O N O N O N N N .- W Z I 1 _ I o Cn rn a a) rn rn r a rn CD o U) Q 1 LO ;,to SDE 1 SDE BLOCK 2 1 1 BLOCK 5 BLOCK 5 - o o a a o 0 o Z W I 91.00' 128.00' 37.00' 37.00' 37.00' 37.00' 37.00' 37.00' 37.00' 40.00'1 1 34.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 29.00' J - J W S38'47'35"E 418.00' N3847'35"W 315.00' 1 BLOCK 6 2 20.00'-j 1 6 i 31.00' 22.00' 27.50' 27.50' 27.50' 27.50' 22.00' 31.00' N N oam`� HARWOOD LN 494.00' _ N N , , " N O W F W I - - - - - - LO o_ --�-_ - - - - -3 - 380.50 - H AR WOOD LN - - s38'47 35 E 216.00 23.81 a; o F 11 _ 1 S3847'35"E 874.50' - "' - g 12 (ESMT. 7 E) z in � ,. o N I 20.00' N i `� LO ■rrw� ...s ��- Ob �' loom AVOW xwr wrwM.r, rwr.. ,.tom � � ,rws ,� wwww .�► ,was MATCH UNE SEE SHEET 7 { ���� �Fj� d�� ���,� �� ��(v� MATCH LANE SEE SHEET 7 1 el LEGEND ev 'e w All ���G ,1� �15 �� �� � w6 ,,� � T3T, INC. FOUND SECTION CORNER AS DESCRIBED W ©� � �1 b� ."0 16'0 'k (--,NOTE: ALL 9'X12' TRANSFORMER EASEMENTS ARE PARALLEL CONSULTING ENGINEERS 10' LOT (A JF l( � A� $�' G✓f � � �4►� � `� b AND PERPENDICULAR TO ADJACENT RIGHT OF WAYS OR LOT 748 Whalers Way. SET #4 REBAR W/ RED CAP, PLS #38348 (n a ,,,�/ �j I s �� 6 ��.3 LINES UNLESS OTHERWISE SPECIFIED. Suite 200 Fort Collins Q► �'" IA G a Ate/ Colorado 80525 PROPOSED LOT LINE I, � © &A i .0 le Phone: 970.226.0557 - - - - - -- - PROPOSED EASEMENT TYPICAL 6 X10 SIGHT 6, ALLEY - 5 _ Or 3 its' d ((I& S-4 � ' t7 JOB No. DISTANCE EASEMENT 6 Cal f � �` NOTICE: ACCORDING TO COLORADO LAW, YOU MUST 1230.0009.00 (TRACT} gl COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN EXIST]NG LOT LINE I � l o ALE pIIl C'� I�'� q�{ / THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST 40 0 4fl Sc 1" = 40' EXISTING RIGHT-OF-WAY 1 10' LOTw - I^ / DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION + - - EXISTING SECTION LINE BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED scale 1 =40 feet DATE MORE THAN TEN YEARS FROM THE DATE OF THE OCTOBER 2024 - - - - - - - - EXISTING EASEMENT CERTIFICATION SHOWN HEREON. SHEET PLAT BOUNDARY DETAIL A �" � ��� SCALE 1'-40' �tlti C of 15 t5/ MATCH UNE SEE SHEET 6 NI10 Ui 31.QQ' 22.00' 27.50' 27.50` 27.50' 27.5mom0' 22.00' 131.00' N HARWO_OD LN _ Z 494.00' _ 3_ N _ _ _ _ � N 380.50' HARWO®D LN 9.12' S38'47'35"E 216.OQ' 23.s1' oo,I �' S38'47'35"E $74,50' - - �'� - - - - - - (ESMT. TIE) iN Z to to 0 Ln S3$'47'35"E 418.00' S38'47'35"E 316.71' SDE r 3 - w S38'47'35"E 91.00' 128.00' 37.00 37.00' 37.00' 37.00' 37.00' 46.00' 28.00' 40.00' I 34.00' 28.00' 28.00' 28.00' 28.00' 28.00' 30.0 t65.00' 19.71' p p 9'x12' TRANSFORMER I I ESMT. N SDE I SDE BLOCK 1 SDE SDE LOT 16 1853SF I BLOCK 4 SDE . 0 '0 I Q 0 LL LL_ LL_ L- w L� o f 1 I 9' L- LL w Li- LL_ LL 0 5' I N 65.00' N 0 ROw T U o LOT 28 4823SF cn Un V) cn Un In Un Un co Un cn cn LO o TRAC In I n r` r co I o I 0 I 1 wUE© 00 00 0D 00 00 0 Q) UE I b o p N M cn co a (D w w � �t 27926 SF W W o °0 o to o r� o rn b w l o 0 0 1 Q I � T 'n o In © 'O o 0 o kn o � a LOT 15 1430SF o o (Q w O 0 0 0 o x N , C i �y5 d in Ca _ ►'7 o s� 0 1'`) p r`7 o en p � £ rn � � N N N N N N � I 5 0.64 AC ao 91.00' 11 LL_ N r r (o In r n r N Lo 1 r ,- 1 I 0I 1._ r N _ o r m 00 1 r- N I N 65.00 N 3 OS, PA, DE, UE r N U Cn L N N Cn N N N CA N CA (tit (V I 3 C73 N I CA a I �+? w N rn N O) N 0 .- C) - 0) N I a o In CQ (f] r- I- I- {- 1- r �- f 7 UE coo r o 0 0 0 0 0 I u� I o 1 I N N o 0 o a o N N LOT 14 1430SF N N �` � 0 I (tit d In J J _j J J din N J I I N .j _, J J _j _j ira 5' N N 65.00 N z o 0 I °� z � z I I I TRACT O I o T _ UE allo .I - In OVA m N LOT 29 4732SF N 1 w L , , I I ,I T320 SF 272 SF I z , ,I ►on LOT 13 1788SF Io ,- In d 37.00 -37.00 - -37.00 - -37.00 - -37.0 - -46.00 ` - cn 40.00 I--28.00 28.00 28.00 - 2$.00 -28.00 -30.00 Oy LO N I I ► 0.01 AC I fl.fl1 AG ri \ DRANK N Y �' N38'47'35"W 231.00' 30' ELCO 34.00 N N 91.00 I 1 � WATER ESMT. 8.00' OS, PA, DE, UE o/•��' N TRANSFORMER M OS, PA, I I o di 65.00 9'x12' BRB �- I,.I REC# y 40.00 DE, UE �• g 19.00 TRANS R Q(� I CHECKED J 1 ")� , " -� - 20.00' 1 1 o N 8.00' /�°c N3s'47'35"W 75.05' L3 r S38'47'35"E ESMT. �, 'v� DAP - - - - - - - -- .--N3$'4735 W 259.00 - - - -- - -- - / � 0] I , , , , r o I "� - - - - - --�� L4 v`ni 15.62' N86`14'57"E �' �1// S38'47'35"E 76.50' o p 1 37.00 - -37.00 -37.00 -- -37.00 -- - 37.0 - - 3 0 - -37.00 - ' o I 56.62 ' rLj yrss3.47 35 E 22.33' 41.23' ��Q DESIGNED o LOT 30 4732SF o o M I rn '� 0 I o N NO3'12'25"E 10.83' I 4S 93•S1�29'18» �� )- 4.00' BRB I In � w w o W I o I °) N I J \ I 3' 0 2� f 123. TRACT S384735E 106.50' FILENAME ULn vL`i ULn U cLn vi cLi� t' in �' N �` ' `` C'J 1 I N o 00 93 �" N 1 91.00' I M¢ I r r-. r rn c� 0 I rn I I \ �27'29 I I N LOT 12 �• © ?50, OS. P 4g2 SF 0009_Plat co w (o co co (0 r z 2 9J r i 2 A 0 �` °� 3352SF cu ^� $S , D 29 O 0 PO o n o o o p p � �- I I \ op% I yr!'��►" 1 N o 0 S2 • UE AC C17 S38'4735"E 76.50' I to (� to m �t v) LO rn :0 rn rn 00 Cs) rn N z o I z o0 I _34.00 �`` �� 30. '� I�• Uy' I ,d a r� a „0 129'1 D»f �y r r I r 00 0 0 o n u 1 r r F- I- e` N I �?I 5754SF `34.p r -A7t _CO � ,'� t o0 o w � V 00� 0, 22.00 2200 28.50 so I LOT 24 ECc o 0 (n 101 4.00 ROW a°'o I _ © LOT 31 4823SF K) I 0 0 0 0 0 o a , I `n I 0' _ i EC r ESMT 42 o o N �► iy BLOCK 4 In to W J J J M J J J J 4Q,Q0 1 I C/J 34.00, a TRgO A ©3 VJ• 0 0 4 co a °) 00 I x I BLOCK 1 2Q.QQ' S38' , " 80r 4 3 '�'` T M 22 © • �, ►- (Q lri " Q to 0 4 �• o LL w ILL. , . In In 4 I I Y o - o O: r 31!? © o co � ._ o R ai Un Un Un 30 30 N 11) to , " r 1 N (1 r , r , , ` I R W o hry r1 4q �}0 2/,s , J 0 b ''n 1y/ 0) p (.0 � N38'47 35 W 91.00 N . 9 37.00 37.00 37.00 37.00 37.00 37.00 37.00 \ I rn :''3 -34 Pq SF © 0 -_ o ,\ �• , o 0 LO rn In w ` 1 I CO 0 ,a 00'_ `` �N u� U ?3 q 2$SO, o 0 0 0 4 a, L,� c`v o o N o r I S38'47'35"E 259.00' / co `� '� o rn �- 21• E C TRACT D J rn 0 0 34,p 2g'1 » `' o co o LOT 4 `n ao ad ao N z n Lo o 0 0 / I 0 8 28 w ur I N a 2911 SF p z o o & Fi / !1' - 40.0 o CIV "0 Q -3 W 4S S0' �' o h :'� 4210SF N V) CI) N Cn Cn In 0.07 AC I`nn rN Ofd,S,9ti�c�`� 3�, ! ! I © (v ,7 •� O0_ 7 S21 2.po•.2 o co r 0 0 0 C14 I O I I �r ti o o r� 4. , 2. , �r co 0 OS, PA, DE, UE I N " , 8 10.00 2 ' W _- I- _ In w 'F S3847 35 E i�,rq °F ! ! -+�� 30.g6' � a rn 28 , 29 ,. 2.On, ,r 2 J J J ao J In T �' I a0 0 0 DO_ 10.00 18 `r z N38'47'35"W 91.00' 1 74.55' ©�pFcFs ti ! ! I / �lI' _ N I 34 00, o (v "� o rn '29.00, E 2)l s9,28,50' � z SDE in f__ 00 0 0 o I N o c:�' °�89r ' // // I \!r I S2129, 34 0 nr o 4 29, --� 4�SS'- , o N d o LOT 32 3276SF N LOT 12 2721 SF / ! I 8 E �- o 0 0 0 _ 18.21 22.00 22.00 28.50 N o ? p 1 co cfl I (t; cra a I ` I 1S4 34. 0 " o rn o qCT '28 N38 47 35 W 90.71 N In N >� rh - TR A C T B ! / 80 00 12.16 .r 0) o TR 0004 'n 91.00, I z I 74.55' 0 52693 SF ! ! TRACT P 2289 SF , " ,-- 21•84' O c N p (� C) p Q 90g 2800' `� 4i o z 00 1.21 AC ! +('�/ S38'47 35 E 91.13 C18 S 5 LL I o o C) ! / 1 0.05 AC -_ _ 34, , o m ^0 cn 4 Pq' ©E 0'02 28.00,_' ® - - - -N38'47'35 W� c`o.4' 0 GD I o LOT 11 1640SF o OS, PA, DE, U UE 00 U qC 3 N ,,_; 1 _ c� o N w / / I OS, PA, DE, , " ,-- `� © "� o 2 0 E 4,87, 0 0 o N 38 47 35 W 131.13 3 z r LOT 33 3276SF I N 74.55 N / / o - - C19 4.p �r ,� o (° © L- 5 65.00' N co CO I o -- O �� 0) N d co o © o rry Y I N ! / 3 OC O '� " i'7 O CO O UE In I o o , ..,,I ! crj - N2�. 4,0©, 4 -f W rn N o tl c. .� LOT 42 1918SF 91.00 I N LOT 10 16405E N N !/ ti// m I '� � `�2s�$"Ws 2$ , 2 ,� o; (v o � °j r 0 NCN I N 74.55 c i N3$'47'35"W 91.13' .�s ss, 521• 00 0 ' ua 'Aj ►�� to � 65.00 I / / I w o C20 - 29' » 29. , ti rn N LO r` - 0 J o 1 I N 38'47'35"W z ^"'/ / �n � 18 ©0 0 ^'� C rn o 0 m LOT 34 3276SF I 1 Ion ^��/ !/ I N W I 140.D0 40.00 S212gigh-_ ! 1 __ 359 93, 29 00, -1 o �o LOT 38 N LOT 41 1430SF N W "� +) I LOT 9 x� ,� z 1 BLOCK 3 34, ss� � _ 2 4463SF LO LO N 65.00 � N / 10.00 00 0 to N `1 N _ � Z 91.00 I In 2947SF '� ! I s 00 �5' ,� -- $ Z N38'47'35"W 5' I ti00� �°/! "'j! I z w 1 UE o w o 34,p0, A/VNq Z 129,18 _ 28 00, '` 2 � Q N LOT 40 1430SSF It N I 0 I UE io I ��•3, "�y �'� S- zw/ �s' I m 0o in " 3 S21 , �- '559,g !� T 28.000 N 65.00 N Row c° I I y36•Q0 2� s0. 3�IL / .oaf/ I 1 U) 0 o N LOT 28 rn 4.00 0 18» 3 _ 3 6 RgCT 18 63 (n Y o 0 r/1 o iv ,W rn 3 E �` 3 "' p 9 -LOT 39 2452SF v, r N / C. rn N 0 9 10.00 " S S •23 LOT 35 I Ss �°'/ I I o I rn o 0 N Cn r 4493SF N ro � 5 ' S9. 3 �"� �� '� P F I 3 LOT 8 p / �/ I z o pLO o rn 2g 0 ' '�� D 0 00 S51'12'25"W ,t 5437SF RF o• O O� ' O• � ! 9' I z o t\ o o �i 0 '� E AC -� °' z 3208SF d= 4 I UE N «? \ F(O ��, O ! / UE N o N o :� "0 o rn 29 °�_ _ C 24.79 36.0 36.0 \ \ Flo �h `� ! / I ,-1 "' r cL o (v o o 4 00' ry �'-- 2.55' 21 C22 ' " m ® I 0 6 A� ,r T \ 0 fi / I I a, o k rn 0 4 28,00, _ �\ N38'47 35 W 49.07 m 1 �fl11y6a`1 '3�: \\ \ d f�� /'y00. I 1 J r o n! '� Q CIj p�j 28 00' ` -_ \\ C r " r w D( �35, TRACT L I -40.00 - - o d a co 4 h k. 2 `' g v r� 2� . I 320 SF 34. o N rn N $c,,' (o 4 4 28 00' �3 N38 47 35 W 79.07 CIO 9 x12 TRANSFORMER I I I O _ "0 N o (v el- r� 28 \ - .0 , �. S ESMT. 0.01 AC--N I o i 3 0 (`v o N a 40 w 4 O0• \ \\ Q LOT 36 O� \ D3 ! a p .,�`'� �. OS, PA, N 30' 00'` -► �- © (v o (�` \ \ 5770SF A \ S• ``'� O h 00. " DE, UE n R Wq R LC 3 0 ."� ,.: A o cv $ `C24 „ , �j3 �0 h�0 Oh' \` S0, N38 47 35 W 105.00 I- I 8.00' 1 �C EST 4 W. '` o °j (�' o 4 o LO+G N38'47 35 W 49.07 , , , i 2.5fl' I 60,00 S0 © o o a a o ! 2 rn N o ,�• 3 \ TRACT J' a S 0O DK 0• ©0. , 2j 27.50 22.00 22.00 33.50 {ESMT. TIE) ' I -f 30 \ 16 S0, �ry �'\ LL LL L� BLOCK 1 0 29• - TRACT 0 rn o °j ?> S'p \\ 3206 SF w h S A \ 0.fl7 AC c) 0. 4� '� p '22. (n V o l 0 N38'47 35 W 100.00 I 00 k �j ,� (� r' a {`' "� O , /,.g �3 / h - r� r7 I`- Ki I o o I- - `2 0S �09 SF o °j 00 N LOT 17 (ti F O' �' •. O� �'`' 00 / Q© O oN _cv N 0 d o 0 o I I rN 1 LOT 31 36fl0SF a a 9 00' Pq 0, -f �- d o A�3 .� OS PA o Z "�• ! 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MATCH UNE SEE SHEET 12 JOB NO.Phone TYPICAL 6'X10' SIGHT 6 1230.0009,00 12 DISTANCE EASEMENT 6, ALLEY - LEGEN °� NOTICE: ACCORDING TO COLORADO LAW, YOU MUST SCALE 1" = 40' (TRACT) EXISTING LOT LINE COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST 11 I 10' LOT NOTE: ALL 9'X12' TRANSFORMER EASEMENTS ARE PARALLEL -0- Fo ON CORNER AS DESCRIBED EXISTING RIGHT-OF-WAY DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION DAB OCTOBER 2024 AND PERPENDICULAR TO ADJACENT RIGHT OF WAYS OR LOT - _ BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED INES UNLESS OTHERWISE SPECIFIED. 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"� ` OS, PA, DE, UE to 2 C13 26,Op o L� 14 31555� o N51'i 2 25 E 299.02 G10 C11Cy- (- N51'12'25"E 480.50' \ 1 �' ' C1 1 1 � 1 pp, Q I I` 71.03 w / / , W r TRACT Y 16267 SF 0.37 AC BLOCK 7 28.5Q 22.00 22.0Q 27.50 28.50 22.00 27.50 28.00 28.00 28.00 25.02 �, SDE I M o M 0 / e 16.00 16.00 1 M c J OS, PA, DE, UE I BLOCK 8 4`5 - 1 11 a945� o`'' TRACT Z 3 (� / 16.00 16.00 � � , " M 6132 SF :t rn / ,�/ dls N51'12 25 E 233.00 L L LL L O O L L L L L i.,- L L Z s,, 1 o LO 0.1 4 AC 00 C n / , r r r , , 1 r } r (n V) Vy Vy (n (n (n V) Uy Cn (n Cn 3 �y (T C� C7 1 0. mr� 21.50 21.50 •• 28.50 22.00 27.50 27.50 22.00 27.50 27.50 22.00 28.50 d N N �, cn d N N 00 D0 D0 Do d- d- W c t o, 4 pp DE, FUTURE (n / �' o u L L L L L rn 0 0 0 a) 0 0 d- 't �t d- w 0 LO O ! 1 sn g1' o � O N (n Vy (n � cry L L L L L L L L L o 0 © 0 0 © 0 Ln w Ld Ln o 0 0 In 0 Ln o o o in o In � u) 00 ry TO ,n O DEVELOPMENT r, 0 0 0 0 r-, w 0 r- r-- a � o Ui '� N o N d N O `� i-3 Lo `� O N o `� o N d `� d "� C7 N O N Ln r- W 1 F a 66 6 as. _ d _ d . �-. cn in _ r oo : � 0 u) c i d- c9 a, g 4S <r ROW I K7 O O O O O O O O O in O LCKDo r) DO a0 D0 aL] 00 o I d N O N O N O N M r� N (n N CD N 0) N CA N d - O Os O p 1 j 12 3pri In 0 d- o 00 b 00 0 d 0 r` O co o 0 47.29 o O o o - o d "n O ,- O 0 r o o o d d o O ►� r� 1 5 1 o (0 N51#12'25"E LC) Lri d Lri Pq Lo N L6 - L6 0 Lri ;t LO (n u) 00 Uri r- to (0 L0 Lr) Lri d LO , ) Lri N LO ui o o a o 'o�D �� 'ago o © o © o © o z ©, 1 D� o _ r � (D - to (D � ca CD r to o cQ c4 (D (D (o to (a (D (D 1 o �1 >- �; �� r rs H H H L') H V-- 1- f- H I- J J J J �`] J J J J J J J J ,1 I � g1• O m 30' I O DL b- O2, d- O 0 0 0 0 0 V) o 0 0 0 0 0 0 0 0 0 p.p0 �? ` }�� /M• �� T N -i J J J J J J J J J J J J J J , , I 94S� DRAWN 32.46 62.45 1 11 p G ' - - - ' r f , 1 f 1 f 1 , r f , , , , 1 f 1 1 f r r „ `g 21,50 - - 21_50 - 28.50 - 22.00 27.50 -27.50 22.00 27.50 - 27.50 22.00 -28.50 �28,50 - 22.00 22.00 -27.50 28.50 - 22.00 -27.50 -28.00 28.00 - 0 `28.00 28.00 18.46 ` 56,24 W 1 0 +40� BRB CT- O s --- - -- - - - - - - - 1 " 1 -r - -- - -- -- - - CHECKED -� < �' - '25"E 352.00'- - - - - - - - - - ` - - - - -N51'1225 E 348.46 -- - -- - TRACT DD '36• ��' 11 g1.Op, _ .o(� ;3 ct`l✓' OT SOO, 16.00 16.00 N51 2 ,►� _ DE O L$ hp h / 16.00' rn IS'� TRACT W 12357 SF 0.28 AC A, PA, DE, UE �'' O SEE DETAIL A o �30' LCO 65• o w (� DAP y 16.00' cu, (TYP.) n+ WATER ESMT. 38622 SF 0.89 AC •56,24 W 1 ` ® o [i�� `O V'G� s!� 1�• / , " ' BLOCK 7 N N BLOCK 8 f " 1 REC EA PA DE UE S36 _33.0© g45� a• DESIGNED C4 �� T 5J 00, 0S,� , �, / - � - - - - - - N51'12 25 E 328.06 N51`12 25 E 351.96 # ' 32 g-7 1 �O� 10 30 °`y A BRB l 1 f f , } / 1 ' , 1 1 1 , 7 f / ! , , f 7 1 T8 O / ";, •28.50 2200 27.50 - -27.50 22.00 27.50 • 27.50 - 22.00 -28.50 28.50 - 22.00 22.00 -27.50 28.50 - 22.00 22.00 27..�0 29.0Q .00 2$.00 - 28.00 -26.96 1 0 m d+s L L L L L L L L L L L L L L L L L U I o 1 0 FILENAME R3 `b• / m (n Vy (n (n (n Vy (n Uy Uy (n (n (n 0 Vy (n (n Vy o 1 Op �,� j ,Op �S,(� • �' / oe / S• a w N 0 r r 0 r r-- o N r) 0 0 r N 0 0 co u- 1 1 ,� 91' o 0009_Plat Ln . 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J J J J J J J at J J J J J J J J J a0 P� t� J I p 19.80 5 .88 �, / r , r 1 } f / F-- F- (n 0 Z 1 p,G� p G N Z / " /�0 28.50 22.00 27.50 27.50 22.00 27.50 27.50 22.00 28.50 28.50 22.00 22.00 27. 0 28.50 22.00 22.00 27.50 0 0 0 0 0 3 1 Lp �R ().0� � /I / N51'1143 71.68 / � - " f 1 " J J J J J L'i I SUEto N51'12'25"E 233.00' N16.40'05"W 5.43' N51'21'13"W 5.16' S51 12 25 W 100.00 S51 12 25 W 100.00 33•p0 I o 1 0 2g12 O / (�L ESMT. TIE) r b (ESMT. TIE) b 1 0' ' \ U 0 QS! 1 / L o d L 33•p "E �S•53 0 rn 1 N g1 pp 1 4 \ L6 6 9 x12' 1 �29.00' 2$.00' 28.00' 2$.00' 35.85' g'24 Q. . 1 � oo 9'x12° d- d• TRANSFORMER L { ,436 5 N / v�l 0 TRACT BB TRANSFORMER w ESMT. TRACT GG25298 SF S51'12'25"W 148.85' � M ' II '� ©� $ 31a5sto o ��t�' j o y TRACT AA Q 0.47 AC ESMT. 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I t; r; 77` I 0 m cO 0 0 rn C0 0 (n 00 0 0 0 va ROW n N N N N N N r� ©, rn 00 00 Do 00 00 00 Do 0 CD I N 65.00' N DE, FUTURE 1092 SF Ley In LO Ln ►� ry Ln LO r) n Ln LO In rn 0 0 0 0 0 0 0) n d- d- It d- d- d- d- M DEVELOPMENT IM ROW 0.03 AC Z d'0 �o �o b r o - o �0 - b o �o �0 0 w w Ln 0 0 0 0 o Ln o In 0 0 0 0 o In w w 0 0 Ln a In o In o Ln 0 o b In o Ln o r` 3 I r N N r N N O O O O O O O O d O O O O O O W OS, PA, DE, UE '- o 0 0 0 d o d o 0 0 0 � � N N N N N N (" . N � � (� N N • N N N N N N Ln � I Lon LOT 2 1788SF Idn 00 m r O � r ' r• * D0 -* cn M I~? © � r- r N � r) d- ,- V) � (D r- LO LO CO r- O r CD r � (%r ,- In � d- r a- � r) C� r) 07 d. 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TIE} - 3 546.50' MONTAVA AVE _ 590. 0' MONTAVA AVE 92, �' N51'12'25"� Ix - - -00- - - - - - - - - - - N51'12'25"E 1136.50,- 0- - - - - - - - - - o 0 - 57,92' o I - - 2' Mlrn m t� I uo LO N 57.92` - �t S51`12 25 W rn N LtwluLw >wILrw wLwrrw � MATCH UNE SEE SHEET 14 - „""' ."'• '" '. �� /Vo�.e � 14 00 mm , o Mom' o ,� m=m "f eof-w 14 LEGEND NOTE: ALL 9'X12' TRANSFORMER EASEMENTS ARE PARALLEL _ 14 AND PERPENDICULAR TO ADJACENT RIGHT OF WAYS OR LOT FOUND SECTION CORNER AS DESCRIBED w LINES UNLESS OTHERWISE SPECIFIED. SET #4 REBAR W/ RED CAP, PLS #38348 V) 10' LOT ® 6 PROPOSED LOT LINE I NOTICE- ACCORDING TO COLORADO LAW, YOU MUST TYPICAL 6'X1O' SIGHT 6 ALLEY - COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN -- - - - ---- -- PROPOSED EASEMENT DISTANCE EASEMENT 6' THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST 7 I (TRACT) DISCOVER SUCH DEFECT, IN NO EVENT MAY ANY ACTION TST ' 13 EXISTING LOT LINE BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED 8 NQ EXISTING RIGHT-OF-WAY I 10 LOT MORE THAN TEN YEARS FROM THE DATE OF THE CONSULTING ENGINEERS f �� ' CERTIFICATION SHOWN HEREON. 748 Whalers Way C! ► -••- - EXISTING SECTION LINE Suite 200 Fort Collins 10 - - -- -- - - EXISTING EASEMENT Colorado 0 Phone: 970.226.0557 PLAT BOUNDARY DETAIL A .etas NO. S� ,-_40' 1230.0009.00 12 40 0 40 80 SCALE 1" = 40' 11 scale 1'=40' feet DATE OCTOBER 2024 SHEET KEY MAP �ti� 8 of 15 N . T. S.. 14 NOTE: ALL 9'X12' TRANSFORMER EASEMENTS ARE PARALLEL : AND PERPENDICULAR TO ADJACENT RIGHT OF WAYS OR LOT LINES UNLESS OTHERWISE SPECIFIED. ,k LEGEND NMI14 NOTICE: ACCORDING TO COLORADO LAW, YOU MUST SEE DEDTAIL A FOUND SECTION CORNER AS DESCRIBED w COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN , o} (TYp ) ��ar 10' LOT Z 14 THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST SET #4 REBAR W/ RED CAP, PLS #3834.8 c DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED / oO PROPOSED LOT LINE 6 z 0 MORE THAN TEN YEARS FROM THE DATE OF THE / 4j `;6• TYPICAL 6'X10' SIGHT ALLEY - 0 hj S - - - - - PROPOSED EASEMENT DISTANCE EASEMENT CERTIFICATION SHOWN HEREON. / ! 9� 6, (TRACT) >Ld 6 �� EXISTING LOT LINE 7 9 // ' J7 \ EXISTING RIGHT-OF-WAY 10' LOT 15,15, 4 GF/ , . T y ———— — — — — EXISTING SECTION LINE % S � O EXISTING EASEMENT DO 9� PO1% � PLAT BOUNDARY I DETAIL A SCALE 1"-40' W 10 ,lv / o� �2 12 '�(' 131.00' r� oO. 77019. bflo (SEWER ESMT. TIE) �• DRAwN 11 °` 9 g�S S8. B R B / CHECKED 1 c� O / 6 DAP 3i9Qs '� ��1S• DESIGNED KEY MAP � , <p .��� �' BRB T 9 00 / FILENAME I V . E . S. . " /ryOo 9y�s 10K' / // 4 0009_Plat / `c4 Oq`of ��fl"'� � � ��^�� f ?�F �� 2�F� c `� ,2, 00 Q TRACT MM „aj 5230879 SF / oo &j 120.08 .AC �' 9�0 16Ss,� // // !`' � DE, FUTURE DEVELOPMENT ryA . °9 ��. lb 1001* / /_10. ,�o, i 5 0+1 s• '� ry ti 9 L w� �y. \ (ESMT. TIES) ' , 61-, U"- 21 °"�, °' `�'� � l�, �/ TRACT OO p �� • 451009 SF P P asp. ° 11 � �,� `L� 4��` / �' co 10.35 AC Z . DE, FUTURE DEVELOPMENT p 0 Jew 1 4.92'ap ' I I f W �W S1 sooy�� F �lb-� 41,14 CL s' tk s 10 00, s w• 1� ,1 4 1 101.57' r — SEWER ESMT. TIE ' c , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — .- - - - -- - - - -- - - - - �- - - - - - - - - - - - -- - 1 1 � O.flO' 3Q.OQ' 261.34 - - -- - - - - - - 378.64 3 9i. 5�9 <b�+•�. e�,u► N4035'37"W 1679.98' S00'V4rE 2591.59' 0 E 1/4 COR. SEC. 32, T8N, ni c� R68W, 6TH P.M. FOUND N o 3-1/4" BRASS CAP IN j-,o o Cl MONUMENT BOX LS #15278 N GIDDINGS RD N00 — �� o �N SOO'35'37"E 26333.48' NE COR. SEC. 32 SOO'33'45"E 2642.14' o,110 FOUND 3.25" BRASS (0 C) m CAP PLS 15278 IN o RANGE BOX POINT OF COMMENCEMENT ._. SE COR. SEC. 32, T8N, R68W, 6TH P.M. -- FOUND #6 REBAR W/ 2-1/2 ALUM. CAP IN MONUMENT BOX LS #17497 - - - - - - - - - - - - - - - - - - - - ©mU? n_0 cac jcmm UNPLATTED UNPLATTED TST, INCL 5W S33, T8N, R68W NW S33, T8N, R68W CONSULTING ENGINEERS �` 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 40 0 40 80 SCALE 1 n 40' scale 1.=40' feet DATE OCTOBER 2024 SHEET �1� 9 of 15 MATCH UNE SEE SHEET 8 rm �mw . . , A .. ..x bi evww.: �' MOM 0 I. � ow zoo wLU U' W _ N3 546.50' MONTAVA AVE MONTAVA AVE < 3� 1 2'25"E 00- - - --� - - - - - - - - „ ,- o Oo- -- - - 590.00 - - - - ¢ o 0 4.92' 57.92' w N51'1225 E 1136.50 r� _ '0LID "re) O oI z I TRACT LL ' 1092 SF SDE I 57.92 w -J � I� � S51'12'25"W w 0.03 AC SEE DETAIL A rn s ry „ , 12.00' 1 fi.00' 16.00' 16,Q0' 1 fi.00' 16.00' 16.00' OS, PA, DE, UEJ 12.00' ( to - N N51'12 25 E 480.50 N51'12'25"E 560.00' N K �� 21,50 23.50 23.50 23.5Q 23.50 21.50 28.50 22.00 22.00 27.50 27.50 22.00 22.00 28.50 29.00 28.00 28.00 28.00 28.00 28.00 28.00 28.00 30.00 © 65.00 0 i5 W TRANSFORMER fl.45' (ESMT. TIE) BLOCK 9 BLOCK 10 BLOCK 10 `n LOT 3 1788SF �' W ESMT. I o 0 0 l� 5' � , LL O L- LL- LL- LL- LL LL LL- Li- O O LL- LL LL d Isf U E N N 00 . b L L- LL- LL- LL- U- Lr_ LL L� L- U- L- Li.. L� LL 6 5.00 N C) C) C) C) C) C) (n C) C) C) C) C) N (!l C) C) C) Ul Cl r r C/) (� Lt) C) C) (n C1 C) C) r7 O O cfl � ) N N N n N N "t 07 O 0) 00 00 w u7 L w LO 00 00 rQ cD 00 O tp CD I� N 0) O O O O O O 0 d- 00 00 oa 00 00 O - O O cm o n o o ")) o M o �o �o r u7" "}` `n o Ln o o o 0 o 0 o O o O o LQ � 3 cQ o Ln o � o Lu-) o u) o LLn o Lo o I� o w o n o O LOT 2 1430SF o � � a - C`` O `" O - 0 N O N O r O � O N O N O - O - O O O N O N O N O N O N O N O N O N r S N O N O N O N O N O N O N O N O N O O N , N 10 • w ,sz u� N 65.00 N Pr) 3 T N r r r O ,- Cn r D9 r r r ( r Ln r I r K r N r r r r 0) r 00 r r {d r In r r I`� 17 N r r r Cj r r r- r r r r W C r 0) r O r) O m CD O O Im c3D O r a) �(� Q) N O r 0) M r m r O r m r (p r r Cr) r O r 0) C3 O M O) 0) n I A z o o p~ © o 0 0 © o 0 o I n � � ti �- r I- r p- r- �- r F r n r "o LOT 1 1852SF o :f / �U m J J J J J J J J J J J J O O O O O O O O a0 pp O O p O O O O O Z / If J J J J J J J J J J J I N BLOCK 10 N Z ! 77' m Un � Z z I I`7 f +�+ DRAWN Row , , r , r S51'12'25"W 65.00' / 5 BRB .� 21.50 - 23.50 23,50 - 23.50 23.50 - - 21.50 28.50 22,00 22,00 '27.50 27.50 - 22.00 , 22.00 -28.50 - 29,00 - 28.00 - -28.00 -28.Q0 28.00 - 28,00 - -28.00 -28.00 30.00 i ! CHECKED S51'12 25 W 4fi7.OQ z o /! ' DAP 6.00' 1 fi.00' 16.00' 16.0d soE , m 41° 36' ,. 1 fi.OQ' '� ��+ 12.00 m r ..1 }_ SEE DETAIL A h m S38'47 35 E O / DESIGNED N51'i 2 25'E 7 1' �t S (IYP.} 8.50' (6 BRB _ _ _ __ _ _ _ i S51'12'25'W 349.37' /� _ _ _ _ _ L ! r-- -- -- -- - - - - - -- - - - - N51`12'25"E 228.00' - � -- - - -- - - - - - - - - - „ m - - - L 2- � S38'47'35"E * /! FILENAME 0009�Idt �-N38'47 35 W 0 a S51'12 25 W 303,00 " 8.50' n / I I . " 23.00 f 15' w S38 47 35 E L_ iq o N51'12 25 EI M 23,00' l ;0 m 10.00' / m , „ (n0 m� N51'12 25 E� f VN51`12'25"E I O 7.00' 10.00 tl/ n TRACT K K �q�I<) 40510 SF o J 0.93 AC u ^�`v<p Q ry"\ Q o 225.00' (6I o' o EA, P A, D E, U E G ! �. �`� (SEWER ESMT. TIE) LO z L0 N `�► ! C-3 Q �� © TRACT JJ < on ita 104329 2.40 A C F =ir) in z in 3 A �r � !! %K '4' 10, Q3 DE, FUTURE DEVELOPMENTto � O r� LO ti� ,` ! �'`�qL `�� ,[ k Z M o0 LO TRACT it L z z z [y 92403 SF � rn 2.12 AC ! Oro DE, FUTURE DEVELOPMENT o �? ! w0 oZm J N n 0 F v) w w r� f m p o�w f o2� 0`, ! 00 w T ca F - 10.00' d ! LLLYYYO ! ESMT. TIE) ! ! Q W V �, ,� � S51 12 25"W Q ROW / �'� / co W z �, ! :3 V o m TRACT 00 / w� 3a--�1- 3a 451009 SF f/ f/ �M d 0 (j o W 10.35 AC f ! W K3 DE, FUTURE DEVELOPMENT f / W �. co 30' BOXELDER / 87.82' ?f r ! ! SANITATION I- 30 ELC� (WATER BLOCK 9 SEWER ESMT. I I I R GA ESMT. ESMT. TIE) j' I / ��},•� f/ f / N51'12'25"E 211.82' C32 _ / �K f! 84.00' / (SEWER ESMT. TIE) C3.3 a / - - N51'12'25"E 247.82' 70 +n // °oo, s / 8 ! s o S51'12'25"W 288.82' ! '� �� ! (0 MATCH UNE G��a�E 1 \ !! CV SEE SHEET 11 R pR `� ! +<v C40 NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN \ !! f w� THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION 14 BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED 14 MORE THAN TEN YEARS FROM THE DATE OF THE b \\ f CERTIFICATION SHOWN HEREON. \ f / / \ / / - -, LEGEND 7 9LJj 13 FOUND SECTION CORNER AS DESCRIBED w w 10' LOTS ,� �S. l '- SET REBAR W RED CAP, PLS 8348 cn © ! ` ✓ <'/ �, . �3�• o / '�� os �. TST, INC. PROPOSED LOT LINE �! Ir fl O(r'I'-q �} .� CONSULTING ENGINEERS TYPICAL 6 X1 Q SIGHT 6' 9� / / �' • ,10' - - - - - - - - PROPOSED EASEMENT 6, ALLEY - 1� E� ! �jam' 748 Whalers Way DISTANCE EASEMENT TRACT 7 Suite cl2cfl0�oo8rt05Collins 25 EXISTING LOT LINE ) �s -�' Phone: 970.226.0557 12 EXISTING RIGHT-OF-WAY I 10' LOT p�'o f// JOB NO. 1230.0009.00 EXISTING SECTION LINE / / 40 0 40 80 SCALE 11 - - - - - - - - EXISTING EASEMENT f 1" - 4Q' PLAT BOUNDARY DETAIL A �/� / scale 1"=40° feet DATE ! OCTOBER 2024 & �I SCALE 1*-40` / NOTE: ALL 9'X12' TRANSFORMER EASEMENTS ARE PARALLEL ! AND PERPENDICULAR TO ADJACENT RIGHT OF WAYS OR LOT �,� SHEET KEY MAP 6TH P.M. = !/ LINES UNLESS OTHERWISE SPECIFIED. 10 Of 15 �� R6SW,�� SE CDR. SEC. 32, T8N, N . T. S. _� FOUND #6 REBAR W/ 2-1/2" ALUM. CAP ,, ! IN MONUMENT BOX LS #17497 ! MATCH UNE SEE SHEET 12 o v /,/ // LEGEND /©© is / / FOUND SECTION CORNER AS DESCRIBED Q D SET #4 REBAR W/ RED CAP, PLS #38348 © z F, N ' �t�// /�' PROPOSED LOT LINE �QQ�`l. �l��O �© © w; �� � p - --- - -- - - - PROPOSED EASEMENT G r / fit}, EXISTING LOT LINE // //���� EXISTING RIGHT—OF—WAY I 14 N S51'12 25"W (A / // --- •-•- EXISTING SECTION LINE 538.4 / ,4 ll� / / — —— — — — — — EXISTING EASEMENT o CD �y�«t� / 30.00'�/18.69' PLAT BOUNDARY N51'1 +. 14 TrG Qs GO .a;. 14 CV Ex1, P 25.00' WATER/ESMT. A y1 TRACT RR � C-•54`� ��G \ 31.00' TIES) DRAWN / 3271411 SF \ 6 BRB 75.10 AC S38.47'35"E /\ CHECKED DE, FUTURE DEVELOPMENT 37.07' \\ \ 9 DAP DESIGNED N51*12'25"E--- \ y� BRB 30.00' ti FILENAME FIN N38.47'35"W ��-� o- \ \sue j2, '�'� 8 0009—Plat 37.07' F ?� 10 12 6 uDI \ \\ KEY MAP I S00'33'45"E 554.02' \ N . T. S. Do �� \ NOTICE: ACCORDING TO COLORADO LAW, YOU MUST \ \� COMMENCE ANY LEGAL ACT10N BASED UPON ANY DEFECT IN VVV \ \ THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST \ ©�1 DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED \ MORE THAN TEN YEARS FROM THE DATE OF THE CERITFICAITON SHOWN HEREON. \ rA 80.00' ROW PER \ �tr�` ROAD BK R, PG \ NOTE: ALL 9'X12' TRANSFORMER EASEMENTS ARE 152 & BK 2289 PARALLEL AND PERPENDICULAR TO ADJACENT RIGHT PG 1283 `\ nv►�\ OF WAYS OR LOT LINES UNLESS OTHERWISE \ SPECIFIED. z \ 4 30' 50' \ co LO Ld o \\ v O 00 a TRACT PP �\ v � Zl� 329984 SF 1 7�3 cn 7.58 AC 1 _A -00 X DE, FUTURE DEVELOPMENT \ Q co c -� `• TRACT QQ 1 441014 SF 1 a� r 10.12 AC U / %A DE, FUTURE DEVELOPMENTLd Q �-� uE N } as 000 ry n can � 1 � > I z z o CO in LO 0x N N (n w w _ _ _ I N N W I ,?� LO ,L Z cmI0' CD v00i c°0n u°Qi POINT OF I BEGINNING - - - - - -- - - -- - - _ - - - - --- -- -- -- -- -- - — — — — — — — — — -- - - -J - - - - - - - --- _ _ __ -_ -_ C0 - -- - - - - - - - - - - --- - - - -- - - - - - 40.00' — —— — — —— — — — —— — 618.18' I N45'15'52"W 71.08' S"45!E 2M.59� SE COR. SEC. 32, T8N, R68W, 6TH P.M. uti FOUND #5 REBAR W/ 2-1/2" ALUM. - PQ M N GIDDINGS RD CAP IN MONUMENT BOX o LS 1t cn 0 0 17497 -c 0go N00'33'45"W 2642.14' E 1/4 COR. SEC. 32, T8N, TffCONSULTING ENGINEERS POINT OF COMMENCEMENT N R68W, 6TH P.M. FOUND u, . w 3-1 4" BRASS GAP IN 748 Whalers Way / Suite 200 Fort Collins m �'- MONUMENT BOX LS #15278 Colorado 80525 C')v Phone: 970.226.0557 omo -o C>0 i v JOB NO. m� -- -- - - -- - --- - - -- - - - - 1230.0009.00 — _ � ---- -- - - -- - - -- - - -- -- - - - - - - - --- --- - ---- - - -- - - -- -- - - - - - - - - -- -- - - - - -- - - - - - - - - - - - _ - - - - - - - - --- - - -zmm - - - - - -- -- - - - - SCALE — — 3 M 1" = 50' 0' UE BY SEPARATE ( 0m UNPLATTED v DATE OCTOBER 2024 I REC;DOCUMENT a C!'i Y� C>m ' (� 6 Z A m SW S33, T8N, R68W SHEET 50 0 50 100 -- � - -- -J ��� 11 of 15 scale 1"=50' feet UNPLATTED — SW 1/4 S32, T8N, R68W — — --- — CE 1/4 COR. SEC. 32 I S00'33'32"E 2648.64' 75' DIVIDE CANAL AND RESERVOIR SET 30 OF #6 REBAR WITH 3.25 AL. I I I N89.26'32"E S j COR. SEC. 32 COMPANY CORPORATION CAP STAMPED LS 38348 " FOUND 3,. K AL. CAP PLS 20123 187, PG 163 NW1X3rW 2599.4r �5.Oa 877.22' 322.20', SEPARATE E B 10 1400.00 REC#DOCUMENT 01 04 30' BOXELDER J I rcn a v o i ANITATION DISTRICT tk E MT. BK 1928, PG 822 Ld Q� & BK 1970, PG 32 CID IR cn Im a I w Uj S51'12'25"W 80.00' TRACT c SS '� I , � N38'47'35"W 50.00' 326406 SF I Ex. 30' E30XELDER 7.49 AC SANITATION EA, PA, DE, UE DISTRICT ESMT. REC# 20230038914 m UIT 4 I I DRAWN I BRB S38'47'51"E 80.00' I `. CHECKEC 0 DAP !TRACT MM N E00879 SF DESIGNED \ / �$o - 120.08 AC BRB g � \ ��y, � � E �b� I '� �, FUTURE F1LEN AM E �� S EVELOPMENT 0009_Plat �� I A Rr-ANOT SUBJECT TO I Sj. EA, PA, DE, UE) ,'"�� I ° �'`Q T?r' �'' a\� / '' 183.39' 159.60' ems, t5' �i5`- p,� (�'a .6hat N00'3 '3 "W 342.99' 14k I _00'35'37"W 342.99' f TRACT RR `. F',�` �. �„�4y ��t� -Pam . - �, 3271411 SF MATCH LINE SEE SHEET 7 © 75.10AC Ih DE, FUTURE DEVELOPMENT j SQL � pp, 14 mmim 'IN 14 80.00' ROW PER ROAD BK R, PG �( 14 152 & BK 2289 PG 1283 30' I 50' 00 cfl 6� 7 9 LLJo Q� 13 5 0 CD � / -i F- 8 ♦♦^^ a- V� Cn Lu I z PG C�� LU CO ' I 1,coo -' xm ILL C11 `oa C144 � - - - - - — KEY MAP- N01'45'43"Wd — _ — _ — _ - - - - - _ _ — _ �- _ _ — - - -_ _ _ _ — _ - - � � —� � - - - - - - - — -�— — — — 1602 59' — — — -- — — — — ;��,- Z 00 _ f� . T. . ^ - - N01'45'43"W 1597.41' �1 Z i' / ,�� L11 I / / 5b 30' ELCO WATER ESMT. ��P° I" LEGEND SEE SHEET 8 FOUND SECTION CORNER AS DESCRIBED A SET #4 REBAR W/ RED CAP, PLS #38348 PROPOSED LOT LINE - — — — — — — - PROPOSED EASEMENT EXISTING LOT LINE EXISTING RIGHT-OF-WAY EXISTING SECTION LINE k O 1z �� - — — — — — — - EXISTING EASEMENT PLAT BOUNDARY ° NOTE. ALL 9'X12' TRANSFORMER EASEMENTS ARE PARALLEL-' 30' ELCO WATER ESMTS. AND PERPENDICULAR TO ADJACENT RIGHT OF WAYS OR LOT SEE SHEET 11 � LINES UNLESS OTHERWISE SPECIFIED. TST, INC. I / / CONSULTING ENGINEERS NOTICE: ACCORDING TO COLORADO LAW, YOU MUST 748 Whalers Way COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN Suite 200 Fort Collins THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST Colorado 80525 DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION Phone: 97 .226.0557 POINT OF COMMENCEMENT BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED J08 No. SE COR. SEC. 32, TBN, R68W, 6TH P.M. '� MORE THAN TEN YEARS FROM THE DATE OF THE 1230.0009.00 FOUND #6 REBAR W/ 2-1/2" ALUM. g� CERTIFICATION SHOWN HEREON. 100 O 100 200 SCALE 1» = 100, C6 CAP IN MONUMENT BOX LS #17497 scale 1"=100' feet DATE OCTOBER 2024 S00'33'45"E 554.02' SHEET rrwwt trw�r, rrrYrt �i �� we �® �a wmwm amw ww" � ww�rr wwwM � �wrrr wwwr MATCH LINE SEE SHEET 11 12 of 15 N 4 SEC. 32 FOUND #6 REBAR W/ 3.25" AL. 14 CAP PLS 34176 IN RANGE BOX MATCH LINE SEE SHEET 14 aae� .� . arare rewrre rw . . �..., aawE ,i... aara ■w..e rwwwu =7 aaaa I'i WNW awry \ Im \ 1 I 75' DIVIDE CANAL 0 1 10 r 14 AND RESERVOIR o COMPANY Iq CORPORATION 0 1 I U 1` o 1 BK 187, PG 70 & 0O 1 I s _ Cn a. U I � U BK 187, PG 178 © r„ cn �` O 0 REC A200400 92 1 ` c0.S CA 0I 00 TRACT MM o I j 0 ��X 1 Ld u, r V I 5230879 SF 6 I 120.08 ACpmEig r i L rn DE, FUTURE 7 9 �, cn w o DEVELOPMENT W MM I 1 I 0 1 120' 0 W Q o Z 13 1 M6N a w :3 LS32 E 1/4 COR. SEC. 32 UE o 0 o L4 I N 8 OF 6 REBAR WITH X a5 w � 5 L. CAP STAMPED LS I (ESMT. TIE) 1 W o 10 38348 0.85' i I w - - - I — — — --- —— —v — L12 N89'39'S5"E 339.61' r' S8957'59"E 212.55' f' w �y 1 12 m FN 00 _ —40.630'' y - - - -- - - - - - ---- - --- -, " - -- - -- -- - -- - - - -- -- - �— -- -5$9'57`59"E 350_0T — N- - -- - - - - - � �r� 11 �RAA4N BRB .� �. r N89'39 55 E 339.41 — — — — — — — —— —— —— �� COUNTRY CLUB RD - -- , — N89.17'4 " C° �C — — N 89'26 28 E 75.00 c° '€C1E° —x00 — - — 1--�- �� DAP W (YN N / a �W I I 33.96' w o CNo N fU I DESIGNED BRB� _ I I (ESMT. TIE) o KEY NEAP w t� a- � FILENAME 1 I x006 _ — — —— — —— — — 0 NC I� 0009-Plat MZcn r+� 0— 00 o < L 83' o00 N t:m m ! (A ROW - - - - - - - - - - En0- - �- - - - -- -- xzEn I w W A N I I 06wit 47.0' 36.0' LEGEND U a © ZFOUND SECTION CORNER AS DESCRIBED � , SET #4 REBAR W/ RED CAP, PLS #38348 I PROPOSED LOT LINE — — — -- — — — — PROPOSED EASEMENT I " EXISTING LOT LINE POUDRE R-1 1 I N65'10 30 E 3 .17 SCHOOL DISTRICT I PLATT D EX. 20' UTILITY ESM . �lE) UN E I BK 1889, PG 512 EXISTING RIGHT—OF—WAY res 1 TO E. LARIMER CO. I EXISTING SECTION LINE I 1 WATER DISTRICT iv / !,`� \ icy >, —— — -- — -- — — EXISTING EASEMENT �? �! L17 \ �� PLAT BOUNDARY X'—L1 3 0. X. 5D SEWER Si\ ," \�s !. --- `� REC I \A�. �,\ �� NOTE: ALL 9'X12' TRANSFORMER EASEMENTS ARE PARALLEL AND PERPENDICULAR TO ADJACENT RIGHT OF WAYS OR LOT , LINES UNLESS OTHERWISE SPECIFIED. TRACT SS �• / y '9 I I 326406 SF \ 75' DIVIDE CANAL 7.49 AC \ /��� > NOTICE: ACCORDING TO COLORADO LAW, YOU MUST 0 AND RESERVOIR EA, PA, DE, UE �' S `�s, ��, COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN COMPANY E* .,rPTfE T'ARGE6 41 \ THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST co CORPORATION j t DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION I BK 187, PG 163 AREA NOT SUBJECT TO EA, PA, DE, UE) 77 BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED > ��. MORE THAN TEN YEARS FROM THE DATE OF THE ., CERTIFICATION SHOWN HEREON. fm Q 0 e d and " F � �•ed Taa7E' 195°' r�� >kcH I / co I I "oe-ee� o fy ms +s rx rae a V 4.6 i 6 /// A, %go o I Imp !y m v �rf / ,, Q a �. )< N51'12'25 S38'47'35"E 47.00' / gj� / TRACT QQ I 30.00' / ,�\\ / �Q // 4 10.12 .124 C o y1 la\ / ,rL $4j / DE, FUTURE .yo L19 // ,�°'��' DEVELOPMENT I ems\G L18— I I bb� �� \\ S38'47'35"E 47.00' SO I 0o . \ • / '�`1' / ell I I 30�00' 25 W �,�,�a -��, 4- C41 // o. Flo I / TRACT RR TST, INN I %Sl�cP. / // 3 SF � CONSULTING ENGINEERS 1 � / 75.10 75.10 AC o. // DE, FUTURE DEVELOPMENT 8 Whalers l Suite 0 Fort Coins I ! Colorado 80525 Phone: 970.226.0557 .OU• / Jo® Na. 1230.0009.00 / SCALE � 40 0 „40 s0 1 = 40, I I / - I ew®ek Now raerrr rr�rKrw sw reaae�s snare �ww arww� rwurw aware aaar� sum rwrae awr�rre rwwwr�a awlwer � wow raw � e�wwa a� WONawwrr mom mom �owrrrr � r�rrwrw wr�u auw�w as eweia s war,iru swwrrr ,rroew aarar aswrirr sear aeaar awn a awaw agar aroma ra�rr �� a �a r�wwN � BCQIe 1"=40' feet DAM MATCH LINE SEE SHEET 12 OCTOBER 2024 SHEET �y 13 of 15 S COR. SEC. 32l r FOUND 3" AL. CAP PLS 20123 POUDRE R---1 I r- CD SCHOOL DISTRICT----- I C C - - - - - - - - - - - UNPLAD IOD - - _ - - - - - - - - - - I ;o 20' UE BYSEPARATE I EX. 33` — — — — — — r I DOCUMENT HALF ROW (NORTH) — RE REC# 20040004921 / f f - I # r MAPLE HILL MAPLE HILL 0 EX, 33' I I i / REC# 2DD4DD04921 ex `� I I REC# 20040004921 � / ��' 75' DIVIDE CANAL AND N SEC. 32 " HALF ROW (S UTH) I / RESERVOIR COMPANY - - - - - - - REC# 2oo4a 8393 - - -CE 1 j4 COR. SEC. 32 x r 9�ti I I CORPORATION - - - -- - - - - - - — - - - FOUND #s REBAR W/ 3.25 AL. o OF 6 REBAR — — - _ - - S'�� _ _ - _ --� L — — — — — BK 1887, PG PG 1078 BK CAP PLS 34176 IN RANGE BOX j o y SET 30 # w - - - - - „ - - - - - -I- - y --WITH 3.25" AL. CAP - - NOO'33 32 W 2648.64 I --- - - - N00'3324"W 2641.44' ry STAMPED LS 38348 S COR. SEC. 32 I I H--�-75.00' • " ff / Cap Q " 28 Ef NOV"240W 2590�.24' cFOUND 3 AL. CAR PLS 20123 I I � I C I .85' ESMT. TIE) 1148.35' 140D.00 17 11 322.2D �O' J �l/er "�xt — _— N00'09'05"W 2507.37' — —— —— — ——I w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- --- -- - - - -- - - - - -- -- - - - -- -- - - -- -- -- - - -- -- - -- -- --- -- - -- -- -- -- -- - - --- ---- - - - - - - - - -- -- - - - - - - - - -- - -- - - - -- - - - - - - - - -- - -- - - - - --- - - - - - -- - - -- -- - -- - - - - - -- - - - - - - - -- - I - - - - � -- -- 00'0905"E 24$7.25' Q � a EX. 30' BOXELDER I m SANITATION DISTRICT Q m .. NOTE: ALL 9'X12' TRANSFORMER EASEMENTS ESMT. BK 1928, PG 822 W ARE PARALLEL AND PERPENDICULAR TO DRAWN & BK 1970, PG 32 I TRACT MM ADJACENT RIGHT OF WAYS OR LOT LINES BRB z UNLESS OTHERWISE SPECIFIED. 5230879 SF CHECKED W I 120.08 AC DAP Z I DE, FUTURE DEVELOPMENT NOTICE: ACCORDING TO COLORADO LAW, YOU � r ,gyp I 3 4 MUST COMMENCE ANY LEGAL ACT10N BASED DESIGNED JDi I UPON ANY DEFECT IN THIS SURVEY WITHIN BRB I THREE YEARS AFTER YOU FIRST DISCOVER FILENAME TRACT SS I SUCH DEFECT. IN NO EVENT MAY ANY ACTION ' 0009-'la# 326406 SF I � EX. 30' BoxELDER BASED UPON ANY DEFECT IN THIS SURVEY BE .49 AC SANITATION COMMENCED MORE THAN TEN YEARS FROM THE 7 EA, A UE DISTRICT ESMT. DATE OF THE CERTIFICATION SHOWN HEREON. REC# 20230038914 «mown a,�r wNw. € ,. rrw wrwaer MATCH NE SEE MIDDLE E 1/4 COR. SEC. 32, T8N, R68W, 6TH P.M. FOUND 3-1/4" BRASS CAP IN MONUMENT BOX LS #15278 NE COR. SEC. 32 N j SEC. 32 FOUND 3.25" BRASS FOUND #6 REBAR W/ 3.25" AL. CAP PLS 15278 IN " , �Y Ad "' 0 RANGE BOX CAP PLS 34176 IN RANGE BOX S89`39 06 E 2638.15 RICHARDS LAKE RD a Lam N W�►p�M y /�� Q 0 0 0 I Y o O Ji 060E I V W.W r 9 fY OC D:m 0 O r- 9DD.D0' 708.80' �' - - L 2 1 ` S89'39'06"E 604.87' S89'39'06 E 902.67 ' V N90'00'00"E 558.18' N00'00'00"E 29.71' N90'00'00"E 243.36' �N66'24'20"E 43.87' UTILITY ESMT. (WIDTH VARIES) 71.30'F- - T - - - - - - - - - -- - -- - - - - - ` - N90'0000"E10-4.0_0 - - - -- `- - - -- -- -- - - - - - - - - - - -- - - -- - - - - - - - — — — — — — - - — — — — — — - --- -N90—'O0—' —'—"— 0000E� —— N89'39'06"W 645.10' N89'39'06"W 807.66' 15.00' N90'00'00"W 357.80' r �S66'24'20 W 43.71' Mi z 14 MIDDLE LNa� �3 w � 4 UNPLATTED BOTateTOM ; 0 20' �O, Q a NE NOT 2ATPART SW TOP UE I I o Z s -`• > :3 le I -71 Q .I I TRACT MM 2 13 s � W Q 5230879 SF 3 D co 120.08 AC 8co I I I I DE, FUTURE DEVELOPMENT 7'070270E 1289.40P 10 Q_ I I 0I to d I of IC5 0 � 0 I of 10 a w 12¢ II Im N 11 z J o C" I� I QN I C' I ICo � 0 Q w 1 ► I 1 1 KEY MAP I I I I J . T. S. WWI I mvi6m wow ... xmm ..... ....., MATCH LINE SEE ABOVE N SEC. 32 FOUND #6 REBAR W/ 3.25" AL. CAP PLS 34176 IN RANGE BOX CE 1/4 COR. SEC. 32 SET 30" OF #6 REBAR MATCH LINE SEE MIDDLE WITH 3.25" AL. CAP � r , STAMPED LS 38348 I 2� © LEGEND glA FOUND SECTION CORNER AS DESCRIBED TRACT MM p� 5230879 SF 120.08 AC UNPLATTED 50' UE 8Y 100.00' ASET #4 REBAR W/ RED CAP, PLS #38348 DE, FUTURE DEVELOPMENT � p NE j 532, T8N, R68W aocu�Er�T ROW PER PROPOSED LOT LINE ROAD BK — PROPOSED EASEMENT NOT A PART REC# I R-318 & - - - - - -- \ � Qi BK 2289 .o y C c I PG 1283 EXISTING LOT LINE �� I �' / �s� c-a `D I o 50' 50' EXISTING RIGHT—OF—WAY n c �o W �> o �o '� I G 1' Im>rn o I -- -- EXISTING SECTION LINE Z no ZrF- a) Co a) r ZJ 0 RICO 0 15' UE BY 1 I z D C7 — — — —— — — — EXISTING EASEMENT TW, INC. _ __ _ __ _ _ CONSULTING ENGINEERS SEPARATE — --— ——-- - —— m = NE COR. SEC. 32 PLAT BOUNDARY 748 Whalers Wa ` ���g m�: DOCUMENT — — — — — — — — — N00'35'38"W 596-59' — — D Y C-� � # - - - _ �oc�m -- - _ ''- - - - -- �- - - - - _ - - - — —— —— '_ - - - - - - - - - - - - - - �. � � FOUND 3.25 Suite 200 Fort Collins — — — — —— — — —— — — — REC — — — — r 645.86 Q BRASS CAP PLS y� Colorado 80525 ----- - -- - - - -- - -- -- -- 979.98 c'�1 Phone. 970.226.0557 - - -- - = -- - `261.34' -- 15278 IN RANGE �— NOQ3S'37"�V 1679.98' o �' Box �— JOB NO. t_ NOO'35'37"W 2633.48' _ �— 1230.0009.00 r i N G I D D I N G S R D o 1°° ° 1°° 20° SCALE 1" = 100, 17=rz:— — ———— — — -- scale 1"s100' feet DATE _ OCTOBER 2024 5 UE fi SHEET - POINT OF COMMENCEMENT r UNPLATTED NW � 533, TBN, R68W SEPARATE � I d '�,��- � Y UNPLATTED NW � 533, T8N, R68W SE COR. SEC. 32, T8N, R68W, 6TH P.M. DOCUMENT �►6 � IDoe.• � � 14 of 15 FOUND #6 REBAR W BOX LS 217497 REC# �'e ��� R��CAP IN MONUMENT Z O cv? a z a O U c!l Ld F Q G m DRAWN BRB CHECKED DAP DESIGNED BRB RLENAME 0009_Plat CURVE TABLE CURVE TABLE CURVE TABLE CURVE RADIUS LENGTH DELTA BEARING CHORD CURVE RADIUS LENGTH DELTA BEARING CHORD CURVE RADIUS LENGTH DELTA BEARING CHORD C1 118.00' 287.38' 139'32'27" N39'12'27"W 221.44' C21 139.50' 5.79' 2'22'43" S22'40'39"E 5.79' C41 118.00' 101.25' 49'09'39" N84'23'51"W 98.17' C2 560.00' 96.74' 9'53'53" S48'04'40"E 96.62' C22 139.50' 36.34' 14'55'34" S31*19'48"E 36.24' C3 139.50' 34.66' 14*14'02" N44'05'25"E 34.57' C23 165.00' 49.83' 1718'17" S30'0826"E 49.64' LINE TABLE LINE TABLE C4 165.00' 40.99' 14*14'02" N44'05'25"E 40.89' C24 190.50' 57.54' 17*18'17" S30'08'26"E 57.32' LINE LENGTH DIRECTION LINE LENGTH DIRECTION C5 190.50' 11.61' 3'29'28" N49'27'41"E 11.61' C25 40.00' 36.16' 51'48'03" S25'18'24"W 34.94' L1 21.97 N51*12'25"E L21 14.71 S0'00'00"E � r „ , �� � ' : � � " � �� C6 190.50 35.72 10'44 34 N42'20 40 E 35.67 C26 87.00 78.66 51 48 03 S25'18 24 W 76.00' L2 33.45 N3'12'25"E -3 9.44 S51`12'25"W C7 245.00' 18.12' 4*14'18" N49'05'17"E 18.12' C27 40.00' 26.67' 38*11'57" S19.41'36"E 26.18' L4 6.00 S38'47'35"E C8 245.00' 42.74' 9'59'44" N41'58'16"E 42.69' C28 87.00' 58.00' 38*11'54" S19'41'34"E 56.93' L5 13.00 N51'12'25"E C9 275.00' 68.32' 14*14'02" N44'05'25"E 68.14' C29 305.0 7g_20' 52'26'55" S63'11'51"W 269.55' L6 10.00 N38'47'35"W C10 305.00' 2.98' 0'33'37" N50'55'37"E 2.98' C30 275.00' 251.74' \52'26'55" S63'11'51"W 243.04' L7 1 .38 N 1'12' 5" 0 L$ 1.38 S51'12'25"W C11 305.00' 28.05' 5*16'12" N48`00'42"E 28.04' C 1 245.00' 224.27' 52'2W55" S63'11'51"W 216.52' v,♦� L9 39.16 S3$'4$'i 7"E ,..■� C12 305.00' 27.76' 5*12'53" N42'46'10"E 27.75' !C32 64( .01' 23.69' 2-07-15" S52'16'03"W 23.69' L10 15.34 N35'49'13"W C13 305.00' 16.97' 3'11'19 N38'34'03"E 16.97' C33 64 .01' 246.88' 22'06'05" S64'22'43"W 245.35' L11 11.00 N51'12'25"E , , „ , r „ , :r r L12 40.90 N89'17'45"E C14 139.50 219.13 90'00,00" S612 25 W 197.28 C34 245.00 54.80 12'48 57 N32'23 06 W 54.69 U i_13 6.50 N5112'25"E � ♦� Q C15 165.00' 259.18' 90'00'00" S6'12'25"W 233.35' C35 275.00' 108.81' 22*40'15" N27.27'27"W 108.10' r " v� L14 12.67 N38'47 35 W C16 190.50' 247.97' 74'34'52" S6'13'26"W 230.83' ; C36 305.00' 83.27' 15'38'36" N30'58'17"W 83.01' 1-15 25.33 -N51'12'25"E 0 C17 190.50' 25.69' 7'43'35" S34'55'47"E 25.67';i C37 640.00' 101.24' 9'03'47" S85'28'07"W 101.13' L16 12.67 S38*47'35"E > 0 C18 190.50' 57.54' 17*18'17" S30'08'26"E 57.32' C38 600.00� 288.41' 27'32'3q S64'58'40"W 285.65' L17 6.50 N51'12'25"E L18 9.00 N51'12'26"E C19 165.00' 49.83' 17*18'17" N30'08'26"W 49.64' C39 600.00 117.82' 11.15'0 " S84'22'28"W 117.63' L19 10.00 S38.47'35"E z C20 139.50' 42.13' 17*18'17" N30'08'26"W 41.07' C40 560.00� 379.34' 38'48'44" S70'36'47"W 372.13' L20 9.00 S51*12'25"W 0 f f � r V Tn INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Port Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 NOTICE: ACCORDING TO COLORADO LAW, YOU MUST SCALE N/A COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN DATE THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST OCTOBER 2024 DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED SHEET MORE THAN TEN YEARS FROM THE DATE OF THE �� of �� CERTIFICATION SHOWN HEREON.