The URL can be used to link to this page

Home My WebLink AboutMONTAVA - PHASE D CORE AND IRRIGATION POND - BDR240006 - SUBMITTAL DOCUMENTS - ROUND 4 - Subdivision Plat Z FINAL PLAT FOR MONTAVA SUBDIVISION PHASE D Z a' O � (n w > 0 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. 01MER LU MONTAVA PARTNERS LLC ~ �®® � A COLORADO LIMITED LIABILITY COMPANY ® 225 N. 9TH ST.,STE. 350 ®� BOISE, ID 83702-5735 smim 11®® Lj BY. PRINTED NAME: m mu '1®® DRAWN TITLE: BRB STATEMENT OF OWNERSHIP AND SUBDIVISION SURVEYOR'S STATEMENT I UIDI PROJECT APPLICANT AND DEVELOPER STATE OF COLORADO j SS CHECKED DAP I®®®®® MONTAVA DEVELOPMENT & COUNTY OF LARIMER ) KNOW ALL PERSONS BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNERS OF THE FOLLOWING I, STEVEN PARKS, A LICENSED PROFESSIONAL LAND ®®®® p OCATION CONSTRUCTION LLC DESIGNED 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 U) 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 PLAT IS AN ACCURATE REPRESENTATION HEREOF, ALL ® fgl 0 N ENGINEER WITNESS MY HAND AND OFFICIAL SEAL. FOLLOWS: THIS TO THE BEST OF MY KNOWLEDGE, INFORMATION L TST INC. CONSULTING ENGINEERS AND BELIEF. sm ® NO 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 WITH ALL OTHER BEARINGS CONTAINED w SURVEYOR HEREIN RELATIVE THERETO; w STEVEN PARKS, PLS CONITIRACT PURCHASER 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 w 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 UJI m 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 ® 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 ® TIC: THENCE NORTH 89'5758" WEST, ALONG SAID NORTH LINE, A DISTANCE OF 2514.83 FEET TO THE EAST YOU FIRST DISCOVER SUCH DEFECT. IN 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 DEFECT IN THIS SURVEY ® 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 ® ) SS DATE OF THE CERTIFICATION SHOWN HEREON. ANGLE, THE WEST LINE OF SAID SE1/4; COUNTY OF LARIMER ) THENCE NORTH 00'3332" WEST, ALONG SAID EAST LINE, A DISTANCE OF 2599.42 FEET TO THE NORTH VINE DR 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 HoeA 1 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. NOT TO SCALE THENCE NORTH 00'33'24" WEST, ALONG SAID EAST LINE, A DISTANCE OF 2590.24 FEET TO THE SOUTH ATTORNEY'S CERTIFICATE: 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 ACIWONYLEDGED AND AGREED TO BY OF THE LCCR ; ATTORNEY DATE NOTICE co THENCE SOUTH 45'07'27" EAST, ALONG SAID WEST LINE, A DISTANCE OF 1289.40 FEET TO THE WEST ROW MONTAVA METROPOLITAN DISTRICT NO. 1, LINE OF NORTH GIDDINGS ROAD, DEDICATED AS PARCEL 1 OF BOOK 2289, PAGE 1283 AND TO A LINE (NAME) 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 QUASI-MUNICIPAL CORPORATION AND POLITICAL SUBDIVISION OF THE STATE OF COLORADO 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 0 W THENCE SOUTH 00'35'37" EAST, ALONG SAID WEST LINE, A DISTANCE OF 1679.98 FEET TO THE NORTH OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF B M > REGISTRATION NO.: ITE.APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR Y.1 LINE OF THE SE1/4, THE WEST ROW LINE OF NORTH GIDDINGS ROAD, DEDICATED AS PARCEL 2 OF BOOK RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT W O 2289, PAGE 1283 AND TO A LINE PARALLEL WITH AND 50.00 FEET WEST OF, AS MEASURED AT A RIGHT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. STATE OF COLORADO ) D co V ANGLE, THE EAST LINE OF THE SE1/4; SS THENCE SOUTH 00-33'45" EAST, ALONG SAID PARALLEL LINE, A DISTANCE OF 2591.59 FEET TO THE POINT NOTE& COUNTY OF LARIMER Q OF BEGINNING. Q FOR ALL INFORMATION REGARDING EASEMENTS, AND RIGHTS-OF-WAY TST INC. AND MAJESTIC SURVEYING THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY > Q SAID DESCRIBED PARCEL OF LAND CONTAINS 12,621,362 SQUARE FEET OR 289.747 ACRES, MORE OR LESS 1. LLC RELIED ON TITLE COMMITMENT NO. 13833-4187956 PREPARED BY FIRST AMERICAN TITLE J W. 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, Q 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 QUASI-MUNICIPAL CORPORATION AND POLITICAL SUBDIVISION OF THE STATE OF COLORADO. HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED INTO LOTS, TRACTS AND STREETS AS SECTIONS 12-120 - 12-122 OF THE CITY CODE. WITNESS MY HAND AND OFFICIAL SEAL. Z SHOWN ON THIS PLAT TO BE KNOWN AS MONTAVA SUBDIVISION PHASE D, SUBJECT TO ALL EASEMENTS AND NOTARY PUBLIC RIGHTS-OF-WAY NOW OF RECORD OR EXISTING OR INDICATED ON THIS PLAT. 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 O BASIS OF BEARINGS INSTITUTE OF STANDARDS AND TECHNOLOGY. MY COMMISSION EXPIRES: 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 ACKNOWLEDGED AND AGREED TO BY 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 N89'5758"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 ENERGY'S 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. STATE OF COLORADO ) 9. IN ACCORDANCE WITH SECTION I.G.4. OF THE DEVELOPMENT AGREEMENT TO SECURE PUBLIC BENEFITS FOR MONTAVA PLANNED UNIT DEVELOPMENT MASTER PLAN: (i) 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 ) SS ._. PHASE D; AND COUNTY OF LARIMER ) (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, ESTIC SURVEYING 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: TST, INC. CON 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 48 WN alers Way COLLINS, COLORADO, ON THIS DAY Suite 200 Fort Collins Colorado 80525 EASEMENTS ARE ADEQUATE AND ACCEPTED AS SHOWN. ON THIS DAY, 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 SHEET 1of 15 Z FINAL PLAT FOR MONTAVA SUBDIVISION PHASE D Z a' O � CO w w 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. w S89'39'06"E 2638.15' CERTIFICATE OF DEDICATION S89'39'06" 1608.80' R C H A R D S A K E R D E _ _ _ _ _ _ _� � _ _ m THE OWNER DOES HEREBY DEDICATE AND CONVEY TO THE CITY OF FORT COLLINS, 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 FF b - - - - - - _ _ _ _ _ _ _ _ _ - - - - - - - - - - - I I 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 BY THE CITY OF THIS DEDICATION OF STREETS TI NE COR. SEC. I DRAWN DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN STREETS SO DEDICATED UNTL 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 6 32 FOUND 3.25 I CITY AS PROVIDED IN SECTION 31-23-107 C.R.S. THE CITY'S RIGHTS UNDER THE EASEMENTS INCLUDE THE RIGHT TO INSTALL, OPERATE, ACCESS, MAINTAIN, REPAIR, RECONSTRUCT, REMOVE AND REPLACE WITHIN THE EASEMENTS PUBLIC IMPROVEMENTS # SBRASS CAP PLS 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 RIGHTREBAR W/ AL. 'i7' I I DAP TO PERMIT OTHER PUBLIC UTILITIES TO EXERCISE THESE SAME RIGHTS. OWNERS RESERVE THE RIGHT TO USE ll-IE EASEMENTS FOR PURPOSES THAT DO NOT INTERFERE WITH THE FULL ENJOYMENT OF THE RIGHTS HEREBY GRANTED. THE CITY IS RESPONSIBLE FOR CAP PLS 34176 �j 15278 IN 1 MAINTENANCE OF ITS OWN IMPROVEMENTS 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 IN RANGE BOX RANGE BOX I z I DESIGNED 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 i 1 Q I BRB 1 I or I I I FILENAME 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 ?� 1 1 1 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 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 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 No11 THE RIGHTS GRANTED TO THE CITY BY THIS PLAT INURE TO THE BENEFIT OF THE CITY'S AGENTS, LICENSEES, PERMITTEES, AND ASSIGNS. i I I w MAINTENANCE GUARANTEE I I cn THE OWNER HEREBY WARRANTS AND GUARANTEES TO THE CITY, FOR A PERIOD OF TWO 2 YEARS FROM THE DATE OF COMPLETION AND FIRST Z II NE SECTION 32 1 m ( ) PERCENTAGE I I N ACCEPTANCE 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 z O I rn IMPROVEMENTS TO BE CONSTRUCTED IN CONNECTION WITH THE DEVELOPMENT WHICH IS THE SUBJECT OF THIS PLAT. THIS WARRANTY AND (%)TOTAL o IQ I W 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 W 1 1 W GUARANTEE APPLIES TO THE STREETS AND ALL OTHER APPURTENANT STRUCTURES AND AMENITIES LYING WITHIN THE RIGHTS-OF-WAY, EASEMENTS LOTS 1 - 18 BLOCK RESIDENTIAL 1.69 0.58% OWNER 1"Q0 II 1 00 AND OTHER PUBLIC PROPERTIES, INCLUDING, WITHOUT LIMITATION, ALL CURBING, SIDEWALKS, BIKE PATHS, DRAINAGE PIPES, CULVERTS, CATCH -P BASINS, DRAINAGE DITCHES AND LANDSCAPING. ANY MAINTENANCE AND/OR REPAIR REQUIRED ON UTILITIES SHALL BE COORDINATED WITH THE LOTS 1 - 32 BLOCK RESIDENTIAL 2.50 0.86% OWNER �1 1 OWNING UTILITY COMPANY OR DEPARTMENT. LOTS 1 - 42 BLOCK RESIDENTIAL 2.45 0.84% OWNER I� 50' LOTS 1 - 17 BLOCK 5 RESIDENTIAL 1.31 0.45% OWNER CNj1 11 I I THE OWNER SHALL MAINTAIN SAID IMPROVEMENTS IN A MANNER THAT WILL ASSURE COMPLIANCE ON A CONSISTENT BASIS WITH ALL CONSTRUCTION LOTS 1 - 19 BLOCK 6 RESIDENTIAL 1.29 0.44% OWNER C N STANDARDS, SAFETY REQUIREMENTS AND ENVIRONMENTAL PROTECTION REQUIREMENTS OF THE CITY. THE OWNER SHALL ALSO CORRECT AND 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 IV I I 1 O BUILDING-RELATED ACTIVITIES. IN THE EVENT THE OWNER FAILS TO CORRECT ANY DAMAGES WITHIN THIRTY (30) DAYS AFTER WRITTEN NOTICE LOTS 1 - 76 BLOCK RESIDENTIAL 4.15 1.43% OWNER THEREOF, THEN SAID DAMAGES MAY BE CORRECTED BY THE CITY AND ALL COSTS AND CHARGES BILLED TO AND PAID BY THE OWNER. THE CITY LOTS 1 - 12 BLOCK RESIDENTIAL 0.49 0.17% OWNER II I SHALL ALSO HAVE ANY OTHER REMEDIES AVAILABLE TO IT AS AUTHORIZED BY LAW. ANY DAMAGES WHICH OCCURRED PRIOR TO THE END OF SAID ki TWO (2) YEAR PERIOD AND WHICH ARE UNREPAIRED AT THE TERMINATION OF SAID PERIOD SHALL REMAIN THE RESPONSIBILITY OF THE OWNER. LOTS 1 - 20 BLOCI< 10 RESIDENTIAL 1.07 0.37% OWNER I I V TRACT A TRACTS EA, PA, DE, UE 0.74 0.26% MONTAVA METRO DISTRICT m 1 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 0.00% MONTAVA METRO DISTRICT / \ 4 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 1 I \ I to CITY HARMLESS FOR A FIVE (5) YEAR PERIOD, COMMENCING UPON THE DATE OF COMPLETION AND FIRST ACCEPTANCE BY THE CITY OF THE I I \ E 1/4 COR. SEC. 32 1 (0 I I 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" O 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 CE 1/4"COR. SEC. 32 �- BRASS CAP IN I I I O 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% MONTAVA METRO DISTRICT SET 30 OF #6 \ MONUMENT BOX 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 co 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, I AL. CAP STAMPED LS UE 0.02 0.010% MONTAVA METRO DISTRICT 1 38348 \ I I SETTLING TRENCHES, FILLS OR EXCAVATIONS. TRACTJ TRACTS OS, PA, DE, UE 0.07 0.03/° MONTAVA METRO DISTRICT I 1 I W TRACT I< TRACTS OS, PA, DE, UE 0.02 0.01% MONTAVA METRO DISTRICT FURTHER, 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 IL TRACTS OS, PA, DE, UE 0.01 0.00% MONTAVA METRO DISTRICT 1 /�� I > FROM NEGLIGENCE IN EXERCISING ENGINEERING TECHNIQUES AND DUE CAU11ON IN THE CONSTRUCTION OF CROSS DRAINS, DRIVES, STRUCTURES OR TRACT M TRACTS EA, PA, DE, UE 0.73 0.25% MONTAVA METRO DISTRICT _ \ \ BUILDINGS, THE CHANGING OF COURSES OF STREAMS AND RIVERS, FLOODING FROM NATURAL CREEKS AND RIVERS, AND ANY OTHER MATTER TRACT N TRACTS OS, PA, DE, UE 0.29 0.10% MONTAVA METRO DISTRICT J 1 / \\ coU 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 SIGHT DISTANCE EASEMENT RESTRICTIONS TRACT Q TRACTS OS, PA, DE, UE 0.02 0.01% MONTAVA METRO DISTRICT I I `� / / \ V > Q SIGHT DISTANCE EASEMENT - THE SIGHT DISTANCE EASEMENT IS AN EASEMENT REQUIRED BY THE CITY AT SOME STREET INTERSECTIONS WHERE IT TRACT R TRACTS OS, PA, DE, UE 0.00 0.00% 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 TRACTS TRACTS EA, PA, DE, UE 0.20 0.07% MONTAVA METRO DISTRICT / 50' 1 1 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: \ \ I Z 22% MONTAVA METRO DISTRICT 0 UE 0 DE PA, , . . 1. STRUCTURES AND LANDSCAPING WITHIN THE EASEMENT SHALL NOT EXCEED 24 INCHES IN HEIGHT WITH THE TRACT U TRACTS OS,FOLLOWING EXCEPTIONS: TRACT V TRACTS OS, PA, DE, UE 0.01 0.00% MONTAVA METRO DISTRICT III // // \� \\ I I(n I 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 // \ 1 I o FOR MOTORISTS. TRACT X TRACTS EA, PA, DE, UE 0.16 0.05% MONTAVA METRO DISTRICT CA 3. DECIDUOUS TREES MAY BE ALLOWED AS LONG AS ALL BRANCHES OF THE TREES ARE TRIMMED SO THAT NO PORTION THEREOF OR LEAVES THEREON HANG LOWER THAN SIX (6) FEET ABOVE THE GROUND, AND THE TREES ARE TRACT Y 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 WITH TRUNKS LARGE TRACT Z TRACTS DE, FUTURE DEVELOPMENT 0.14 0.05% MONTAVA METRO DISTRICT / of 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 m I FOR NON-LEVEL AREAS THESE REQUIREMENTS SHALL BE MODIFIED TO PROVIDE THE SAME DEGREE OF VISIBILITY. ry TRACT BB TRACTS OS, PA, DE, UE 0.47 0.16% MONTAVA METRO DISTRICT 1 0) 1 NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACT10N BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE TRACT CC TRACTS OS, PA, DE, UE 0.03 0.01% MONTAVA METRO DISTRICT I ry YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED ° TRACT DID TRACTS EA, PA, DE, UE 0.89 0.31/° MONTAVA METRO DISTRICT MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. I Z TRACT EE TRACTS OS, PA, DE, UE 0.07 0.02% MONTAVA METRO DISTRICT O / TRACT FF TRACTS OS, PA, DE, UE 0.03 0.01% MONTAVA METRO DISTRICT o o / t� TRACT GG TRACTS OS, PA, DE, UE 0.58 0.20% MONTAVA METRO DISTRICT v t�l 1 TRACT HH TRACTS OS, PA, DE, UE 0.03 0.01% MONTAVA METRO DISTRICT ci N TRACT II TRACTS DE, FUTURE DEVELOPMENT 2.12 0.73% MONTAVA METRO DISTRICT .1.� II II / R1 TRACTJJ TRACTS DE, FUTURE DEVELOPMENT 2.40 0.83/° MONTAVA METRO DISTRICT TRACT I<K TRACTS EA, PA, DE, UE 0.93 0.32% MONTAVA METRO DISTRICT 0) CA TRACT LL TRACTS OS, PA, DE, UE 0.03 0.01% MONTAVA METRO DISTRICT 0o m TRACT MM TRACTS DE, FUTURE DEVELOPMENT 120.08 41.44% MONTAVA METRO DISTRICT TRACT NN TRACTS DE, FUTURE DEVELOPMENT 5.37 1.85% MONTAVA METRO DISTRICT �` I I / I TRACT 00 TRACTS DE, FUTURE DEVELOPMENT 10.35 3.57% MONTAVA METRO DISTRICT III SE SECTIONI 32 / I TRACT PP TRACTS DE, FUTURE DEVELOPMENT 7.58 2.61% MONTAVA METRO DISTRICT 1 1 I I TRACT QQ TRACTS DE, FUTURE DEVELOPMENT 10.12 3.49% MONTAVA METRO DISTRICT II II I TRACT RR TRACTS DE, FUTURE DEVELOPMENT 75.10 25.92% MONTAVA METRO DISTRICT 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 III I TST, INC. I CONSULTING ENGINEERS TOTAL LOTS 329 289.75 100.000/0 75' I POINT OF I c 748 Whalers Way EA-EMERGENCY ACCESS EASEMENT, PA-PUBLIC ACCESS EASEMENT, DE-DRAINAGE EASEMENT, I I COMMENCEMENT Suite 200 Fort Collins \� 1 Z_ I Colorado 80525 UE-UTILITY EASEMENT, OS-OPEN SPACE, SIDE-SIGHT DISTANCE EASEMENT III �� SE COR. SEC. 32 I I Phone: 970.226.0557 FOUND #6 REBAR o S COR. ��SEC. 32 \� W/ 2-1/2" C� roe No. 1230.0009.00 FOUND 3 AL. CAP PLS 20123 1 I ALUM. CAP IN MONUMENT BOX 1 z I SCALE 11 �� LS 17497 1 I N.T.S. POINT OF BEGINNING 1 I DATE OCTOBER 2024 N89'57'58*W 2514.83' MOUNTAIN VISTA D R SHEET N89'57'58"W 2639.84' N45'15'52"W 71.08' 2 Of 15 N j SEC. 32 UNPLATTED FOUND #6 REBAR W/ NE COR. SEC. 32 3.25" AL. CAP PLS 34176 IN RANGE BOX RICHARDS LAKE RD FOUND 3.25" BRASS CAP mmmm 0 7,-70 o 0 o PLS 15278 IN RANGE BOX S89'39'06"E 2638.15' N N N O-0 O 00 cc ao m o S89.39'06"E 1608.80' C w`° A 6 900.00' F — - - — — — — — 708.80' — - - - - - - - - - - - - - - - - ® z - - - - -I I o Uj UTILITY ESMT SEE SHEET 14 FOR DETAIL � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I LU 4 v I I I 1 1 I I I I I I I I I I I I I I I I I I I Q I I I I 5 m I I I I OHO tx • I I DRAWN BRB KEY MAP I I I CHECKED UNPLATTED I I I DAP NE 4 S32, T8N, R68W I I I N . I . S. S NOT A PART I DESIGNED I I I BRB 1 I I I FILENAME 0009_Plat Cover I I I I I I I I I I I I I I SEE SHEETS 6 THROUGH I I I 14 FOR MORE DETAIL I I I I I I I I I I I I L. -I- 0 1 1 1 ' LEGEND o II 1 1 FOUND SECTION CORNER AS DESCRIBED 1 1 75' DIVIDE CANAL I 1 - SET #4 REBAR W/ RED CAP, PLS #38348 AND RESERVOIR I 50' 50' 1 COMPANY PROPOSED CORPORATION I ILOT LINE BK 187, PG 70 & I PROPOSED EASEMENT BK 187, PG 178 1 I I EXISTING LOT LINE I I I I I i v EXISTING RIGHT—OF—WAY I — — EXISTING SECTION LINE I 1 I EXISTING EASEMENT I 1 1 i I I Z 1 PLAT BOUNDARY O I IcoJ I I TRACT MM 1 > J I I i Cn Q Q Q v NOTICE: ACCORDING TO COLORADO LAW, YOU MUST M I 1 FrT COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN Y.1 N THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST W W 1 w DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION D co > BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM i I I 1 0DI CERIIFICAl10N SHOWN HEREON.THE DATE OF THE Q O o Z 11 1 Q o O II i Q J w • N I I I Z z I o I I I I I C/) 1 I OD o UNPLATTED 1 NW 1/4 S33, T8N, R68W I I NOT A PART I I I I 1 I I N Co 00 O m I I I 00 I I 1 I I I 1 I I I $ I I I I I I I W` II i i I I I \ I r+7 TST, INC. I I \ I 0) CONSULTING ENGINEERS v 748 Whalers Way m Suite 200 Fort Collins m Colorado 80525 / / \ CR. Phone: 970.226.0557 CE 1/4 COR. SEC. 32 // // \\ I JOB NO. SET 30" OF #6 REBAR WITH 1230.0009.00 3.25" AL. CAP STAMPED LS 38348 �// TRACT N N \\ 1 100 0 100 200 SCALE 1" = 100' I / \ scale 1"=100' feet DATE j \\ OCTOBER 2024 `o0 8 E 1/4 COR. SEC. 32, SHEET I I TRAzx CT G \\ T8N, R68W, 6TH P.M. �- �- � � � � :_ — � `1 � � � � � � — � e CAP IN FOUND ON MONUM/4" BRASS 3 0f 15 MATCH UNE SEE SHEET 4 , ENT BOX- , LS 15278 N I SEC. 32 NE COR. SEC. 32 ®® FOUND #6 REBAR W/ AL. CAP ® — MATCH UNE SEE SHEET 3 FOUND 3.25" BRASS CAP RANGE BOX ,'� \ ° PLS 15278 IN RANGE BOXmmmm IN, I1 3 I I \ I � o o I I 8 \ 10 cn N IN, Im = Of o Of I I BRACT G \ I � Fn o I 7 \ I W w 75' DIVIDE CANAL \ Frl [if AND RESERVOIR 9 \ 6 \�— — — TRACT MM 1 4 COMPANY '� CORPORATION / \ BK 187, PG 70 AND / IN, \ 1 5 z BK 187, PG 178 \ �%/ //\ \ \ \ I to I z I I O� 28 //11 BLOCK 2 4 �\ 1 OD\xx29 / 12 \ \ I 1C) W o N I I �\\\�� / /�/ / \ 13 \ �p\\ 3 TRACT NN J 30 / / / \ �0 \ 2 / / r<i 5 N I I TRACT MM / / / P' / 27 y 14 \ �\ / 1 rn m I I 31 /�PG� � 26 9�� 15 m 9� j/ \ \ 1 // \ I C4 DRAWN O \ I �A BRB O 25 O 16 \ \ \ / \ -P 1 KEY MAP CHECKED DAP 33 32 / // 13 \\\ \ 24 ��/i 17 \ \ / / \ I I I 34 T. DESIGNED \\ y I I � 35 / / 14 \\\\ \\ 23 18// ��O // \�\ O� I N . I . S. � / / 15 \ \ / \� BRB Ld w / / 12 \\ \ 22 \ �\� / 6 \ J I FILENAME \ I CE 1/4 COR. SEC. 32 ~00 o � / / / 16 \\ / 00 I J n / 11 \\9 \ / �� \\ O rn 0009_Plat Cover \ \ } I SET 30" OF #6 REBAR WITH o �o 36 / 10 BLOCK 1 17 \\�'� \ / // �\ // \\ 5 // \\ O� °' I 1 3.25" AL. CAP STAMPED LS M o 0 1 I 1 9 \\y / 21 / \� i7 138348 0 0 N 1 I 18 \\ / /' / 8 \\ 4 / / � I 1 1 X Q w 37 1 1 1 8 \\ / / \ 100.00' ROW PER w t:� 19 9 \ \ ROAD BK R, PG 152 I I Q 38 1 I I 7 TRACT B 20 TRACT TRACT C / \ 10 \ 3 / / �� \ \\ & BK 2289 PG 1283 _ _1_ / BLOCK 5 / _ _ / S89'24'23"W I SEE SHEETS 6 THROUGH 1 TRACT E I TRACT 0 // 22 12 \'per\\ 50.00 i1 14 FOR MORE DETAIL _ //� / / \ 21 13 C�j,\ 1 - - 39 II 6 /// \ \ //24 20 yy� 14 S\\\ 6 40 1 1 5 / / / �- - 19 GG 15 \ �y 5 �\ � -I- - - 1 I / �Q \ \ / r 18 00 16 \�` 4 / E 1/4 COR. SEC. 32, I N89'26'28"E 75.00' 1 I \ 4 // �� \ \ r / O P� \ 3 \ T8N, R68W, 6TH P.M. 1 LEGEND 41 11 ��I \ 3 // ��\\ \ \ 25 \`BLOCK 4`\ /7, / �� 17 \�� 7 n 2 �\ ��\ FOUND 3-1/4" BRASS 1 9 \ 2 TRACT P' 26 ` \ // \QQ \ / \\ 1 , CAP IN MONUMENT BOX, /' \ \\ \ // 16 \ 8 / \� LS 15278 I z FOUND SECTION CORNER AS DESCRIBED 75' DIVIDE CANAL 1 / \�\ / \ \ � / 15 \\ \ I / -v" 1 AND RESERVOIR 42 \ 9\ // / /30 \ 27 �C� / // 14 g \\] BLOCK 6 \\ \� \ \v / I SET #4 REBAR W/ RED CAP, PLS #38348 COMPANY / 13 CORPORATION \ 43 \ TRACT L / 29 \ \ \ � / �, z 28 10 \y / 19 \ 14 TRACT 00 1 � I PROPOSED LOT LINE BK 187, PG 163 \ \ / / \ \ \\ `� 11 \\ � 18 13 1 PROPOSED EASEMENT \ 44/ / / \ 28 \\ \\ 29 \\ \ 12 ��PG / 12 \ 17 \\ 12 i � I EXISTING LOT LINE I TRACT SS 31 \ \ 30 11 13 \ 11 / \ / 27 \ 14 5\ \ 10 I EXISTING RIGHT—OF—WAY \ \ 10 / \\ \\ 2 / \ 26 \\ \ 31 \\\ \ 9 15 16 TRACT V 16 \\ 9 �w i — — EXISTING SECTION LINE \\ 32 \ Qom/ 17 /// / \ \\\ P 8 1 No EXISTING EASEMENT / \ 25 33 \ 8 I TRACT U 18 �/ / �'`< 1 O PLAT BOUNDARY O BLOCK 3 \ \ \ .� Q \ OQ 43 \ \ 7 2 \\ \\ \\ 24 \\\\\ '\�P34 \ \ \ 76 GAO 2019 //// 42 �� \ 6 3 \ '�y \ 23 \Z\ \\ \ O\� 21 / O / \\ I co 5 / \23 22 //G�Q 40 41 44 5 I m J 22 \ 36 \ � 24 / P / \ 4 N > J 4 \ \\ �, \ \ \�Z\ \\ \ 4 �90 ///�� 3839 45 / \\ 3 i NI `\\ / // <1 \ \ 21 \\\ 37 \\ \ 3 25 / / / \ 2 I NOTICE: ACCORDING TO COLORADO LAW, YOU MUST / 5 \ \ 2 �`,n� / 36 37 46 / \ COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN m \ \ \\ \ \ 20 \\\\\ 38 \\ \ 1 2726 '// 35 BLOCK 8 47 // \\ \\ 1 / \ 1 I THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST W W PG \ 19 TRACT R \ 28 / / / 34 48 / / 76� \ / /� I DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACT10N > 6 �J \ 18 // \ /// 33 49 / O / \ / 1 BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED \ \ 42 \ / / / `Qj// 75 I MORE THAN TEN YEARS FROM THE DATE OF THE / \ 41 \ 32 GCG 50 / G/ 74 CERTIFICATION SHOWN HEREON. � Q Z 39 1 30 72 coo / 16 / 2 / 29 �� 52 / 1 3 > g Q \\ \ I I 3 71 53 // 70 2 Q J iv \ I 15 / 4 // 54 / 69 / \ IN 10. I I 9 J I � 5 / / \ 56 55 �'1 68 \ 1 \ /J 14 I TRACT J 7 6 / / 27 28 � / �,� 4\\ \ Z I z 8 // // 26 0 �O 5857 i/ 6667 'S� 5 O 12 13 -1 9 /i/� 2425 G�'� 59 // 65 .S, / 6 11 1 P``' /Q) / 23 9/ //i 64 / 7 O /�P / / 63 J� 8 / I \ 10 OOQ I I ` 12�11 / 2122 ` �� 29 62 P P 10 9 TRACT QQ O\,\G� 15 14� '3 / // 20 G 3130 O 60 61 xPJ �,p 12 11 BLOCK 10 I 16 r / 3332 / // 49 �� 00� '90� / // I 50' So' 19�, 1 I BLOCK 7 34 'Al/ 48 / / 141 3 �� / // �-70 I UNPLATTED 17 1 1 35 / // 46 \ 15 / // � I SW 1/4 S33, T8N, R68W 18 1 1 I 36 '�'/ 44 \47 16 / '� I NOT A PART \ I 1 1 37 / G� / 45 17 / I 19 1 // 41 42\43 1918 TRACT RR 20 / 38\ / \ 1 \ \� - -// // 39\40 IN, --TRACT CC 4 2 r 5 3 \ 1 �00 TRACT AA 8 12\11\ 9 /1/ OG� 1 � II I I \ 10 / // 1 z �� TRACT 00 1 z w 1 / </ BLOCK 9 �0 I I TST, INC. Ga z J 11 CONSULTING ENGINEERS N OO I GG p to Whalers Way Suite 200 Fort Collins I Colorado 80525 I I TRACT II I Phone: 970.226.0557 -;h. 0 00 20' BOXELDER 1 1 TDB NO. 1230.0009.00 SANITATION DISTRICT —�—� \ _ — — — — — J ESMT. BK 1966, PG 543 1 1 — — 100 0 100 200 SCALE � I I 1" = 10 0' I TRACT J J — scale 1"=100' feet DATE 0 I I � ' - OCTOBER 2024 -16 POINT OF COMMENCEMENT SHEET S COR. SEC. 32 � / �' SE COR. SEC. 32 4 Of 15 FOUND 3" AL. CAP PLS 20123 MATCH UNE SEE SHEET 5 FOUND #6 REBAR W/ 2-1/2 ALUM. CAP IN MONUMENT BOX LS 17497 ®mill mmmm 3 LEGEND Z -$- FOUND SECTION CORNER AS DESCRIBED Z v SET #4 REBAR W/ RED CAP, PLS #38348 O (n w PROPOSED LOT LINE > w PROPOSED EASEMENT 4 EXISTING LOT LINE EXISTING RIGHT—OF—WAY EXISTING SECTION LINE CE 1/4 COR. SEC. 32 EXISTING EASEMENT 1U SET 30" OF #6 REBAR WITH 3.25" AL. CAP STAMPED LS PLAT BOUNDARY o 5 E 1/4 COR. SEC. 32 m FOUND 3-1/4" BRASS CAP IN MONUMENT BOX LS 15278 DRAWN BRB KEY MAP CHECKED z MATCH I.JNE SEE SHEET 4 \ / ,v I I DESIGNED DAP �o N . T. S. BRB \�✓ i TRACT 00 I z I W Z , II < BLOCK 9 �/o I I FILENAME J I� I 0009—Plat Cover o � II II ` I I TRACT II i I 20' BOXELDER SANITATION DISTRICT -- —� - — — — — — I 0 ESMT. BK 1966, PG 543 I I — — — J SEE SHEETS 6 THROUGH TRACT JJ _ _ I 14 FOR MORE DETAIL -16 � I m o I UNPLATTED GAO i/ I SW 1/4 S33, TBN, R68W �p CA C I NOT A PART I I Cn I i CA m I I I TRACT PP I I II I I c J J I II II I I > Q NOTICE: ACCORDING TO COLORADO LAW, YOU MUST TRACT RR COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN j I I I I YOU FIRST DISCOVER R SUCH DEF CT IS SURVEY WITHIN TE IN NO EVENT YEARSAFTER o I I o I MAY ANY ACTION BASED UPON ANY DEFECT IN THIS o o SURVEY BE COMMENCED MORE THAN TEN YEARS FROM Q O o I I o i THE DATE OF THE CERTIFICATION SHOWN HEREON. I I IV I I � I I > Q Q 75' DIVIDE CANAL I I i I I F AN COMPANYOIR I I I z CORPORATION BK 187, PG 163 I I I O I I I I I I I I II I I I I I I I I I \\ \ 100.00' ROW PER I \\\\ ROAD BK R, PG 152 I \ \ & BK 2289 PG 1283 I \ \\ I I \\ \ I I I \ I vvvv TRACT QQ I I \ I LIESTICSURVE \ \\ I I I \ \\ Cn I I I \ \ I z omr \ \\ 0 °°Of a- \ \ I o l I 00 \ \ I _ TST, INC. o Y N \\\\ POINT OF BEGINNING CONSULTING ENGINEERS / o m \ \ I 748 Whalers Way Suite 200 Fort Collins 1400.00' — — \ \ 1114.83' Colorado 80525 N89*5T58"W 2514.83' Phone: 970.226.0557 MOUNTAIN VISTA DR N89'57'58"W 2639.84' MOUNTAIN VISTA DR \\ N45'15'52"W JOB NO. (BASIS OF BEARINGS) 71.08' 1230.0009.00 100 0 100 200 SCALE 1" = 100' POINT OF COMMENCEMENT S COR. SEC. 32 SE COR. SEC. 32, TBN, R68W, 6TH P.M. scale 1"=100' feet DAB OCTOBER 2024 FOUND 3" AL. CAP PLS 20123 UNPLATTED FOUND #6 REBAR W/ 2-1/2 ALUM. I I I CAP IN MONUMENT BOX SHEET LS 17497 5 Of 15 I 14 i' 0 rn \ N � 14 rn 0 O 14 o \ cn 0_ Of N Z zo U) o 6 w TRACT MM N 7 9 5230879 SF \ Z 13 120.08 AC w DE, FUTURE DEVELOPMENT o� 8 N w 10 LA o 0- Ln 12 JPIZ N m _ DRAWN BRB 25.00' (ESMT. TIE) UI\ CHECKED C1 DAP KEY MAP , , _ 34p g� , , DESIGNED BRB �� E T / � ' / / 53 p1e 36n / FILENAME N . I . S. / S 5�•0�,36'E 25�50 \ 0009-Plat 0)Ld ELCO 53.0/,36„E 22�50 ' / CD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ rn S38°47'35"E 418.99' C2 S38°47'35"E \ \ 30.00' \ \ I I \ \ I I \Z \ 30' BOXELDER \�6'. Z\ \ r i SANITATION \Ln 00 �\ SEWER ESMT. \- \ cn I I Yn N\ I. 10 W\ 0 Lq 1 o TRACT NN 00 Co 00 I ° 234026 SF \ \ pp 34. so w N w I I 5.37 AC N I I N DE, FUTURE DEVELOPMENT \ \ 3'p1'36 E pp, 3� \ \ 5 N \ \ 34'pp' 34 00 o 3d z 1 I p0 1 0-) o �' 30 rn (ESMT. TIE) 5.50' \ 5 5p, 35. N rn o o 0') I I \ I 30' ELCO WATER ESMT. 25 5p' w o O J REC# CP �+ 0 0 O rn SIDE 30.00' oo d p N � o CD � 0') J 0p 1 I N \ vi - N j p,, 35. p, 1 i 1 iCo pp,_ i 3 5�•p1, 1�1 0 \ co S I I 16.00' S38°47'35"E 877.50' N ,34.00' r o' Go ;n M 10.00' 52.00' j 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' v! ,3q•0 I WADER ESMT' 89 p1' v 0 Q BLOCK 5 .0 TRACT AC 1 EA, PA, � 6"w ROW BLOCK 2 BLOCK 2 �E I I 9. C.0 \ � REC# N53°01'3 SDE m o UE BLOCK 5 \ r N W 0 0 0 1 1 I ,� .41 N DES UE 00 LOT 19 4107SF m 00 U Q v 39.55 �• 51.80 � v o LOT 7 0 LOT 6 0 - I N v� J 36' 36' 0 LOT 8 0 °�° 4056SF 4056SF ago 0 LOT 5 0 LOT 4 0 LOT 3 0 LOT 2 0 LOT 1 1 o z 01 LOT 6 0 LOT 2 0 LOT 1 c� I UE V O O O O O 0 LLJ 01 O O O O O LO ' " ' 5 4732SF � 4732SF � 4732SF � 4550SF � o LOT 5 0 LOT 4 0 LOT 3 S38°47 35 E 91.35 � 5096SF w rn rn rn rn 0 5096SF J 5096SF 0 51 o LOT 7 3277SF O U 4550SF 4550SF 4550SF 4550SF 5246SF �p 0 S38°47'35"E 96.33' Q 01 rn rn rn rn rn , o f SDE I m I N ROW It Y 5' ( I 0 LOT 18 2712SF m v 0 w SEE DETAIL A I I SDE o I N V 91.00' UE 00 Q 0 1 - - 52.00 - - -52.00'- - 0 - - (NP ) 0 1 0 1 SDE ;n SEE DETAIL A 1 0 1 I N 97.00' U TRACT G 1 - . - - . - - - - I z I - ( ) 25.5' 25.5' o m LOT 8 3276SF c 1 Z 415 SF 52.00' 13.00 52.00 - - - - 52.00 - 52.00 50.00 - - 56.00 - - O O 56.00 - - - - -50.00 - - -50.00'- - - -50.O0' - - - -50.00f- - - - -59.00' - - O o I 0 0 O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ o LOT 17 2910SF o 0.01 AC Ti:;I o f r7 SDE I o 0 N OS, PA, 1 TRACT F 13641 SF 0.31 AC 30' ELCO 1 O W w o 1 30' ELCo TRACTS 8820 SF 0.20 AC 0 o N38°47'35"W 91.00'- 66.00' 31.00'� 60' N 0 DE UE N38°4735"W 91.00' 1 EA, PA, DE, UE R CATER ESMT. 1 ao in `0 %n a0I WATER ESMT. EA, PA, DE, UE 00 , � I # "' N N N REC# N N 30 ELCO TRACT V ROW OD 'n I I I Ln 0 WATER ESMT. 247 SF 0.01 AC 8.00 F-- N N 0 0 1 r37.00'- -37.00'- -37.00'- -37.00'- -37.00'- -37.00' -37.00'- -40.00'- - 1 34.00'- -28.00' -28.00' 28.00'- 28.00'- -28.00' -28.00' 28.00'- 28.00' -28.00' -29.00'\ w ao REC# 0 31.00' - N ao OS PA, DE, UE y W 0 0 LOT 9 0 5' 1 U I 00 N - � - - - - -� W O N 4732SF CV 1 UE w SDE 1 z z SDE SEE DETAIL A �n SDE N - - - - - - - - N 1 30' 30' o `n 04 `n I I ,� ,L LL LL- LL- � �'_ L� I I L� ( ,� LL- L- LL- LL- � � N 31.00'- 22.00' 27.50'- 27.50' -27.50' 27.50'- .22.00' -J 1 N Y 91.00 1 I I r- cn r- cn cn cn r- 0 1 I Cn Cn m m Cn C Cn w SIDE Lo �i WW I0 (D (0 (0 co � o 00 N N () I I co co co co co co co � so o � � � � � ro LO N U n L� ' � � n n n n n O N N N N N N N L� O o o ' o o ' o o "� o o (D ROW o I o o u7 o u7 0 U) o Ln 0 Ln 0 L� o LO o u7 0 Ln o 0 z LL LL 00 J I N O 5 O O O O O O O O I p 1 O I r7 O N O N O O N O O O O O O O 1 (n M Cn Cn N U O O W J N J a- N M Ln r' CO 00 a- a- _ m UE I I rn rn rn rn rn rn rn rn r 1 0 m 1 � m � rn rn 0 � rn � rn `� rn � m � o 'n rn CO rn � rn � N N No 0 0 0 0 0 � `�' 0 � ;w Z O 0 LOT 10 0 0 0 0 0 0 0 0 0 1 40 40 t o 0 o r w O N o o N O o 0 0 0 z N I- �- O N N N 4732SF N I I E-- � � {- F- � � � O a0 O N O � O N N N ON w Z I I O O O O O O O O J rn � O - N d u7 N O 1- J 0 J J J 0 0 0 0 0 0 TT� w U0 p 0) O CD 0) O O Q) 0) O LC) J 1 v LL SDE I Irj,3 SDE BLOCK 2 1 1 BLOCK 5 BLOCK 5 o 0 0 0 0 0 o J o z a 3 w 1 91.00' 28.00' 7.00' 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 J J -I J � r7 20.00'-� S38°47'35"E 418.00' N38°47'35"W 315.00' 1 BLOCK 6 !1' L N wi 31.00' 22.00' 27.50' 27.50' 27.50' 27.50' 22.00' 31.00' ooU I HARWOOD LN _ O w F w 1 - - - - - 494.00 - _ o- - - - - - -o - - 380.50 - H AR WOOD LN - - 9.12 S38°47 35 E 216.00 23.s1' m w 11 LO _ �`' S38°47'35"E 874.50' �' (ESMT. ITE) Z N IAJESTICSURVEY 1 20.00' Sri i MN(LjL- N N r ® ®oNEW= ® s MATCH UNE SEE SHEET 7 MATCH UNE SEE SHEET 7 LEGEND TST, INC. FOUND SECTION CORNER AS DESCRIBED w NOTE: ALL 9'X12' TRANSFORMER EASEMENTS ARE PARALLEL CONSULTING ENGINEERS af 10' LOT AND PERPENDICULAR TO ADJACENT RIGHT OF WAYS OR LOT 748 Whalers Way SET #4 REBAR W/ RED CAP, PLS #38348 cn LINES UNLESS OTHERWISE SPECIFIED. Suite 200 Fort Collins 80525 PROPOSED LOT LINE I 6, Phone: Colorado0.226.0557 TYPICAL 6'X10' SIGHT ALLEY JOB N0. 6' - - - - - - - - - PROPOSED EASEMENT DISTANCE EASEMENT (TRACT) NOTICE: ACCORDING TO COLORADO LAW, YOU MUST 1230.0009.00 EXISTING LOT LINE COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN SCALE THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST 40 0 40 80 1" = 40' EXISTING RIGHT-OF-WAY 1 10' LOT 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' 6 of 15 MATCH UNE SEE SHEET 6 nN 1.00 i 77. i27.5 2i7.5 I®31.00' "00' i ' 0 ® i cq 2 HARWOOD LN - 494.00' - . o- - - - - - F)o - - 380.50' - HARWOOD LN - - 912' S38°47'35"E 216.00' 23.81' 0)1 I S38'47 35 E 874.50 (ESMT. TIE) N U LO 0 Z 0 O N Ld N SDE 1- N ``' S38°47'35"E 418.00' S38°47'35"E 316.71' > 0 S38°47 35 E 91.00 28.00 37.00 37.00 37.00 37.00 37.00 46.00 28.00 40.00 34.00 28.00 28.00 28.00 28.00 28.00 30.00 65.00* 19.71 LU SDE ,I i SDE BLOCK 1 SDE w i I SDE I I BLOCK 4 SDE , I Lq LOT 16 1853SF \ f 9'x12' TRANSFORMER ESMT. Op 0 1 Q 0 LL LL LL w LL. LL. 0 I I Li- I 9' w LL- LL- LLL- LL LL- 0 5' I ONo N O CJ�W 1 LOT 28 4823SF cn cn cn cn cn cn � co U) N U) � � UE 65.00 O RO TRACT U O r� r� C- � r- I,- r- r- O r O 1 1 UE 0 00 00 00 00 00 O r r7 Ln L0 I rn co co (0 co co 00 rn I o f � Li- o 0) l 0 0 o N w o ' 0 ' 0 ' o "� o w l 0 o t o I N o LOT 15 1430SF O 0 27926 SFCO O Lv .. 17 P7 P7 17 r7 0) M r N O N O N O N O N O N I r 5 0.6 4 A C 00 W 1 O O O O O r 0 I O 1 1 r O O O O O N N 2 91.00' L� `a r c0 r r r r� r N 1 r r r o in I N 65.00 N �' OS PA DE UE N N N N r r O r 0-) r 00 r r- N e , e r W QJ 1 Cn �j N N N N N N 0) N I d) N 1 m 0 1 n W N 0) N 0) N 0) r 0) r 0) r y N H 00 5 O H F- I- t- H H n N I O O N ZCJ \ r Q 1 1 r I N i- f- O LOT 14 1430SF o _ o UE O r O O O O O 0 r I O r N 0) I I N Q Lo J J J J J J L() N J N O O O O O O r CV N N z cp O 0 N a_ z z l N I 1 I 5' N N 65.00' N Ln oN LOT 29 4732SF N I a Q I 1 I I TRACT C TRACT 0 1 0 LO �,= N uE 000 0 0 0 O� m 1 0 'n r i � '�' L37.00' -37.00'- -37.00'- -37.00'- -37.00'- -46.00'- - U) I 40.00'I 0320 SF 01 AC I 0 01 AC 272 SFI z , ,1 Ln LOT 13 1788SF Ln -28.00 28.00 28.00 28.00 -28.00 -30.00 � � � O� N 1 Q W N38°47'35"W 231.00' 30' ELCO , OS, PA, 34.00 1 0 � N N \S DRAWN V 91.00 I WATER ESMT. 8.00 OS, PA, I p o�/,.F, N 65.00 9'x12' BRB LO p I Ln? REC# 40.00 1 DE, UE DE, UE O h o C14 �j�,�� 19.00' TRANSFORMER ti1Q�� I CHECKED N 1 - - - - - - - - - - -N38°47'35"W 259.00'- - - 20.00- - O / r C'j �/N DAP -� - - - - I $.00 N38°47'35'W 75.05' L3 S38'47 35 E T i f , , 0 ,� I W - - - - - - - - - �f L4 (nn 15.62' N86.14'57"E 6 lNj S38°4735"E 76.50' 0 0 -37.00 - -37.00 -37.00 - - 37.00 - - 37.00 - 37.00 - -37.00 - ' O U) C14 56.62 , / -S83°47'35"E 22.33' 1 M DESIGNED 1 N LOT 30 4732SF N I o(Mn 1 rn 1, O w 1 �o N 1 ��NO3°12'25"E 10.83' 31 I 45 93,S?1?9�18�� 41.23' � \�0�j �Y 4.00' gRg Ln U) 1 w L`' 0 w C° O I 1 °' N 1 O * 1 TR S38.4735"E 106.50' O I L� L� L� L� L� L� L� p r 1 p N N (\ I \ (o 1 N I N O ?? 00, 23,g3, �� q C N 1 - - FILENAME �" cn cn cn cn cn cn � M 1 r \ N r Q 1 r N2j. 8" (V N 2, O 24.9 0009_Plat 91.00 I I M Q N N N LO \ 2s 3 I p c0 c0 c0 c0 c0 c0 N I I I z �2 �8„w d I T 1 LOT 12 co 50' S, P ? SF o o 0 0 0 o 0 1 s300 1 I 3352SF �cu ^� 28 50' q, DE U0.29 qC C17 S38'47'35"E 76.50' 0 1 in o 0 0 0 0 o O o I z 3 h� J N o 00 � S?1. E 00 I 0) 0) 0) rn 0) 0� 0) N z0 LO I 00 LOT 24 0 %� 30• I O ^ "� 29 18" N 22.00' 22.00'F28.50' so' rn 1 00 00 I 1 � � 1 I 61 5754SF 34.00�- _ RE�A>�R£FCO ,M ^ co 0 0 E 101.00, 4.00' ROW ao LOT 31 4823SF w I o 0 0 0 0 0 0 / I I 00, \\# SMT T 4 3 o O ``�, N N ' r � 3 2.0 , o BLOCK 4 3 LO M 1 J J J J J J J � 40.00 I„ , r tl 4' � RqC W Q %r) M r I iO 1 BLOCK 1 20.00' S38°47 35 E 80 1 o 0) 1 34 , T M 22.00, �, co ^ o a o � o) O LL- LL- LL. , r� N /\ I ROW ' O v 00 E 31�30 2> o co o aD cn cn cn 30 30 N Lri f » f 1 , , , , f , f 1 \ I V ' MO o rn q, P .SF S0,\ �' O .y w 0, c0 7 N ,n N38°47 35 W 91.00 N 137.00 37.00 37.00 37.00 37.00 37.00 37.00 / I O 0 3 \� U q 50, co 1 w I� 0 � w � \ I � � o o � 4.00, � � q, OE 0.73 28 0 co n �• ^ o � � Ln 0 � 0 rn TRACT D r I S38°47 35 E 259.00 / J co N 0; 0 0 4 3 21° E C c0 ^ - I. z O 10 0 0 LE "o o / 2 0 0 0 4• , ?9 O h o ,� in N o cv o N o w cn N p 2911 SF p z O O F 40.0'- --40.0' I In cv ''� d 00 18 28 ,, cO c� 0 o LOT 4 N n ao N ao r ao N I N I ,& + / / I 1 0 0 o 0) ^3 W 45 50 O 4 ."0 4210SF N 0) 0) 0) LO a r n 0.07 AC M LO iN �S,T•9,1,0j-', O• / / I '� 3 o N ^� � 4 0', 2 7; 10.00 S 22.on, J o Co co O O O r LL o OS, PA, DE, UE I N I S38°47'35"E �/c q�.c�,p / / 1 / O.gsf ,, � 0� o o 28 212 » ?2 0 Lip J J J J Op cn c� I w �0 �F T /° / / / I , o 0 o rn 00, ,29 10.00 9 18 ?) 0 5 i<,�4, z w "� E '28 0, Q w z N38°47'35"W 91.00' 1 74.55 30o3 �S�T / / I � N I 34.00 0) o, o o 00• 1.59, 0 40 SDE in f- � � p O O N O O 6 I I `S21' 3 O N d \� � O N O o o I Ln Lq 9'sr / / r 29'1 „ 4.00 0) O 0) 29• S$ a o LOT 32 3276SF N LOT 12 2721 SF / 8 o 0 0 0 $ , 0 1 N a- o co c0 I / I 1 E 15 3 o ^� � � `� 0 0 18.21 22.00 22.00 28.50 ai N r 1 r7 r� r r� r7 0 TRACT B / / I ` 4 80, 4.00 12.16 � 0 _ 0 co o T \?8 0 , N L" J 91.00, 1 I z I 74.55' O 52693 SF / / I TRACT PI 2289 SF\ f " ?1.84, o o 0) RgCT Q 900 28.00,E N38'47 35 W 90.71 N o z L - I 00 1.21 AC / S38.47 35 E 91.13 = I o 0 0 / // *' I 0.05 AC C18 3 p` MN N �� 0S, Pq 9 SF 0 28 0 SDE L0 o LvL O O I o LOT 11 1640SF o 04 w OS PA, DE, UE / / Y I OS, PA, DE, UE " 4'00' 0' ,� d o rn OE, V 02 qC 0 ' 3 N38'47'35"W- N 0N0 QO 0 0 ,� - - - - - z r LOT 33 3276SF I N 74.55 N / / V 0 N3_8°47 35 W 131.13 C19 34.0 o o o o f 4.87 "� `� I `� / / 1 O N 0 3 e`�Ck 0 0 N o m O UE 65.00' 1 W L` V 91.00, I o LOT 10 1640SF o / / m 1 ��29. 4.00 4 co n� o 0 LOT 42 1918SF N I O 11 N 74.55' N // // 1 w o N38'47'35"W 91.13' C20 \ \ 8 w S�s.68, S2j228 00' o '� °' ,� r i r�i N 65.00' N W o f 0 I I N38°47'35"W z '�^�/ / 9'18„ 29.00, �, ` , 0 N N LO o m LOT 34 3276SF o 1 0 00/ / I N 1LO 40.00 j 40.00 2 3 �\ jj , Lq5 I C� w 29. E 59.93' 29 �' In 0 LOT 38 rn 0o LOT 41 1430SF o LOT 9 N // �'�// I z I I s' BLOCK 3 34 p , 27° �8 E Ss� r ��\ ,00 28 4463SF N N 65.00' N w 91.00 LO 2947SF `� h � 0 s N N 10.00 Op O co N NFC-4 Z Z 1 C7 410 o`°/ oo/ I z � UE � 0 34 �� q N/�/ ?129,� 28 � 2 N 0 I � N38'47 35 W 5 Ln 33 )035, �o/ �5j I �w I w o 00• q00 �18\� 00� LOT 40 1430SF o o O 72' UE 1 i 8of2\„W O, 2 S0, 3�� j/ h / I I o (0 0 N °� 34.00 52129 „ N\ 359 3 �, TR 28 , Ln N o i Row I g6 i� _ ' ' 8 9 ' T 00 cn 65.00 Y N / o • LOT 28 1 _ qC N O LOT 35 M \ 2 S o/ I 0 N 0 N N 0' 9 10.00' CS 8g 83 LOT 39 2452SF V o Q �: I 8� 6 / CO �o ~ I o rn N rn r 4493SF ,� 00 30 5 E 359 ;0� R 1 - J O I 5437SF I �, 30. LOT 8 O, O,/ �/ , 1 0 o LO M , 3 � P SF 23 3s.o' 3s.o' °° \ Fc ��,�Nnj� 3208SF Oo �F S // uE 1 z N I O N ~o z `� ,,� o rn 29'00 DELVE 0 qC S51°12'25"W N\ \ s 2�, co`�' �h�' / 1 r 1 r J °� c0 0 0 ?9 00, N C21 24.79 m 01 \ 0 �� 1 2 o w ' o ,� 0 28 , 2.55-- 0 C22 N38°47'35"W 49.07' 0 Ln o N rn 00 m rod vA 3S, I TRACT L 1 -40.00 - - - -i-� J �, 0 00 co 0 0) ?8.00,IV- \ �l W 9'x12' TRANSFORMER I 1 320 SF I 1 34.00,- o 0 M N o 28•p0, \ \ 23 N38 47 35 W 79.07 Q LOT 36 .00� \\ NOO° p- / �cy �� O S ESMT. 0.01 AC 1 1 0o I 34 o N N o Ln w 28 00, \ \ Q J O 6' OS, PA, 30• 0 � 0 Cv v- \ 0. 5770SF O o �h O, , , DE UE II r� REwgTER �c0 34 0 °^� °j ^ O N `n e \C24 \. Q c� o \ S R O SO, N38'47 35 W 105.00 1 I c Es 0 w 0 cv o�, O v �) \S \\ S>>, 00 , �� `'� o I 8.00' # MT 0,. �' O o O(; N38°47'35"W 49.07' 0\ 8 ti co 6 �, /" O / `o O �.,� , ; 2.50' 0, 2 rn Lv o t? \ 16 S O .O O 27.50 22.00 22.00 33.50 I 60.00' I 3 S o N \ ,TRACT J' S , °�' AD O O� 216 O� cps �O LL lL L.L. (ESMT. TIE) I\ 0 ` 0 0 V- TRgC 0 0 ko °' 2 S \ 3206 SF Q o � � BLOCK 1 0 � " f � ^ n �\ O 3 ?2, 2S \' `�' rn o o I o 1 N38'47 35 W 100.00 I I `?9.00• T K o Ly ,� �S Off, \ 9 A \ 0.07 AC o O r r r7 I o 0 - Og O' S- O� O //�� / SO, �� ^0 ,cV Ln o 0 oo I 1 rc i I LOT 31 3600SF o I 9.00' O ' Pq U. 0 0j ^ ,� LOT 17 �� sr3,, OS PA }. �o � �• /� O O 11i o cD � 2 S SF Q� N \ O o �� ,�• G 00, 2) O N O o cri I , p 0 4171 SF C O `b 2 \ , d co O N O p N I p o w I 1 S 10.00 S ? 28 0 F lJ 2 qC 0 40 ��`b O ,F 2' DE UE �� o M 21• 0 E O .10 ��v O 1 \ o � �� o O S o Lci Lri (0 O I� 1 OLO f I w w 21° 9 1 „ 2 �, q� O S r \ ��0 16 O ^ f- r�i r�i LO 100.00 TRACT H 2s' O O 0 00 r 1 00 ir) N 40165 SF 2S0 £ 356 3 ,00 28 2 �� Al �o �,�0 2g' \ \ o oh O O \ pc / ,�• 00, \ ~ N I N I�' 34' 3Do 00'- O �O O ''� S) c0 y Q -50.01'- - 22.00' 22.00' I 1 0 I 0.92 AC ?8 , � 2j \' ,`� O ,,�'� •89, \ \ �3 f / MO Q / �� \ 1 LOT 32 3600SF o EA, PA, DE, UE 00 / S , L h' p� 1 I \ �., 6 J ,/ \ f ff f 1 r Z �J O .� // ,50p C / � 10 S6, \\ -,N38'47 35 W 94.01 I 1 I z LO 1 30.15I �, s0�° 0 LOT 14 C0 \ \\ I z I J�L6-I J cL``� \SR220 �W 2710SF 9 Y o O, \ \ UE 33.50 S38'47'35"E 100.00' I O \ tij� � CO \ - - - - - - - - - - - - - - - - - _ _ _ N38°47'35'W 207.41' N51°12'25"E `3� �'2 �° 6� , r \o - - - - - - - - - - - - - - - - - - - - - - - - - - n L_ ti O• \ TRACT A 32266 SF 0.74 AC O SDE 0 I 7.10' 'n S S6 62 O N \ O \2 O O ,�' g \ I o SEE DETAIL A O 30' ELCO N38.47'35"WT S S �2 0) \ S , 99, / O / �o. \, o "� � S EA, PA, DE, UE I •O , O' S' J � W \ o0 TYP. N 1 WATER ESMT. 10.00' 21.60' O m o SPFc o �O o ,,ya J \ \ - N38'47'35"W ,114.33' N ( ) REC# S38'47'35"E 482.44' f f p UE LOT 13 c`n•� Lq o O N.Cb �� 38.33 - -36.00 - -40.00 +- 1 -55.00 - - -50.00 - - - -50.00 - - - 50.00 - - - -51.00 - - - - -56.00 - - - -51.00'- - - -51.00- - - - - -58.44'- - i Lq 2840SF N N Cb I I 1 TRACT 1909 SF 0.02 AC S01°45'43"E N 65.00' LO cb w w l0 0 0 OS, PA, DE, UE 8.22' z 0 80 OI LL Ll- lL Ll- LL- O LO 60 LOT 41 w (0 No I Row � � U) cn cn � O o I o 0 LL- LL- w Li- 0 1 0 LOT 12 1430SF O 40 0 40 80 O� ; / O' 4 5557SF LO � 1 rn rn Ln o 0 o rn Lfl r rn OCDo w N 65.00' N scale 1"=40' ry / \ �� MO%cV O N 0 I W I w 1 o Ln � rn rn O 0 Ln C7 Ln 0 Ln 0 c0 W 0 0 0 0 1 feet / \ 0o Q� 04 r Ln I i!)I O O O d O in O O O O O O 00 w �Q 10 0 LOT 42 rn r rn 1 N 40.0 Ni0) 0) 0) 0) 0) 0) L� N 3 W 1 (:! LOT 11 1430SF p 40.0 0) N O r7 d Ln N r d r . r ^ 4922SF Z I N F- I-- N c0 00 0, N f N 60' \; � cS z � � � N N 65.00 N 99, ��, ,��' 8 , O O 1 r r l O 0 0 0 0 r I- �- r I ROW _ J J LO Ln 1 J J J J JLO O O O 0 r 1 I z Z LO 0 I BLOCK 3 Z J J J BLOCK 3 J SDE z I LO LOT 10 1853SF LO AJESTICSURVEYI 1 ao SDE 00 , 69.84' 36.00' 40.00' I I 55.00' 50.00' 50.00' 50.00' 51.00' 56.00' 51.00' 51.00' 65.00' 28.00'I `V 65.00' N 30---130 6 S38'4735"E 145.84' 10.00' S38'4735"E 582.00' �� o M 7 9 ` C2� TEALBROOK DR , 13 �F - - 184.45 - - - - -coo - - - - 652.00 - - TEALBROOK DR - - - S38°47'35"E 1896.45' S38°47'35"E 1896.45' TSN INC. 8 b CONSULTING ENGINEERS w M 748 Whalers Way LLI I Suite 200 Fort Collins 10 N 10' LOT 1� Colorado 80525 C28 MATCH UNE SEE SHEET 12 Phone: 970.226.0557 JOB N0. TYPICAL 6'X10' SIGHT 6' i 12 DISTANCE EASEMENT 6, ALLEY - LEGEND 1230.0 9. 0 (TRACT) NOTICE: ACCORDING TO COLORADO LAW, YOU MUST SCALE 1" = 40' EXISTING LOT LINE COMMENCE ANY LEGAL AC11ON BASED UPON ANY DEFECT IN 11 1 , FOUND SECTION CORNER AS DESCRIBED EXISTING RIGHT-OF-WAY THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DATE 10 LOT NOTE: ALL 9 X12 TRANSFORMER EASEMENTS ARE PARALLEL DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION OCTOBER 2024 AND PERPENDICULAR TO ADJACENT RIGHT OF WAYS OR LOT A SET #4 REBAR W/ RED CAP, PLS #38348 - - EXISTING SECTION LINE BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED LINES UNLESS OTHERWISE SPECIFIED. MORE THAN TEN YEARS FROM THE DATE OF THE SHEET KEY MAP PROPOSED LOT LINE - - - - - - - - EXISTING EASEMENT CERTIFICATION SHOWN HEREON. 7 of 15 N.T.S. DETAIL A - - - - - - - - PROPOSED EASEMENT PLAT BOUNDARY SCALE 1"=40' M ` MATCH LINE SEE SHEET 7 MATCH UNE SEE SHEET 6 3 E 35.E 5' � 0(- 1 , C7 Cg 24„ 6M o / to -(0030 - 262.50 , - a,TrT�To�,� LONGWOOD DR - 280.00 - - -oo - - - - 329.02' LONGWOOD DR b3 - C_9 6.5g'24 E U) , N51°12'25"E 875.52' tO co of N3 p0' oo , 0 C) b / / Ac '9 T TRANSFORMER o TRACT FF 1092 SF 0.03 AC SDE 55F M N o sR3s ESMT. "� OS, PA, DE, UE C�3 a pp' 1q 31a ` w N51'12'25"E 480.50' N51'12'25"E 299.02' C10 C11 C12 \ 2 \\ �0� 00+ (� 1� 71.03' !� / / r -I , , SDE g�' `n ^ / / 16.00 rl6.00' F J TRACT Y 16267 SF 0.37 AC BLOCK 7 I 28.50 22.00 22.00 27.50 28.50 22.00 27.50 28.00 28.00 28.00 25.02 DE, UE ` TRACT Z N / / 16.00' 16.00' � o OS, PA, BLOCK 8 0 0 �' \ \ \ 13 3pg45F m `� 6132 SF � 0i / / N51°12 25 E 233.00 LL- LL- LL- LLCn co Cf) _ o O LL- L� ,�- LL- Ll- LL- LL- Ll- Z M \ \ o LO1 0.14 AC M �' / 21.50' 21.50' � 28.50' 22.00' 27.50' 27.50' 22.00' 27.50' 27.50' 22.00' 28.50' N N r� N N 000 000 CC) C Cn oo � � � C' (5 o \ Op' m DE, FUTURE to / / 0 � Cn V) LL Cn CnLi- LL- Li- LL- LL- Li Li- Li- � L� 0 o o Ln o 0 Lr) � ^ ao LO / W Cn Cn (n (n Cn U) N (n N O O O O N O O N N N N O O \ g1' "p0 DEVELOPMENT O r, 0 0 0 0 � o 0 0 0 w w o 0 0 0 0 0 o N `�' �? �' �' Lil ri N o I- o r` o n in LO N w \ F ` a 66' / ,� rn rn 0 ^ Ln ro 00 00 r� 00 00 � 00 � � co r M o rn ao I� N cO a? �- \ 30g 4S ROW / + O O O O O O 0 O O O r7 0 Cp O O O O �} O (\ O O O Lo O 1 O N O N O N O N N O N O N 0) N 0 N 0) r 0 r 0) 00 O 12 ^� 47.29 r r 0 r 0 r 0 r 0 r 0 O r 0 r 0 r O r O r 0 r O r O r 0 r O F- c° N51*12'25"E N o Lri a, Lri00 Lri Lri o ui ,n Lri Lri r , Lri �, Lri r Lri o 0 0 o bo aD o 0 0 0 0 0 0 o z O UE M ' CD CO CO CD CD CD CD CD CO (D J J J J M M J J J J J _I J J \ \ d ` pO m 30' 36' tK �' �� O O O O O O N O O O O O O O O O (n N CQ ,�� /�• 2,i J N J J J J J J J J -I J J J J J J 4a, "Jp' 4a+ \ 309 4SF DRAWN `� rev °' p 8S� 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'- 28.00' -28.00' 28.00'- 18.46'- '5 4' 2t4"Vd 62' \ o L0� 11 ,Z BRB ss ^ - - - - - - - - - - - N51°12'25"E 352.00-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,- - - - - �Uj ,5 ti 00, 1,6.00 16.00 m cn 0 SDE 0 N51°12 25 E 348.46 TRACT DD S36 + \ Op' CHECKED L8 � h �O >> �h / 16.00' m TRACT W 12357 SF 0.28 AC EA, PA, DE, UE c , 4„VJ 65• o 0 SEE DETAIL A O 30' ELCO g� \ 9 o W, DAP '�` � `� 16.00' 38622 SF 0.89 AC Gj .D( CS A �• / , » , m N (TYP.) WATER ESMT. 51 2 0 \ O N �� . OT SO , � �, N51'12 25 E 328.06 BLOCK 7 N BLOCK 8 + ++ + EA PA DE UE 6' 0 30945E d % DESIGNED O 0 / N51"12 25 E 351.96 REC# S 32 g� '33 \ \ 0T 10 M rn ` BRB �8 p0 -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' 22.00' 27.50' 29.00' -28.00' 28.00'- 28.00'- -26.96' \ o - - I- 45 6 A / m Ll- LL- L- LL- Li- LL- Li- LL- Li. LL- L.L. L� L� L� LL L� L� U- \ O , rn FILENAME s06 .0 �30 , c1`L j W Cn Cn Cn Cn cn Cn Cn Cn cn M Cn cn Cn w Cn Cn Cn Cn W �L O S,(� / s• D CA N o O O N rn O O � _ N O O 00 �- 0 0009_Plat GF in _ Ln to 00 0o n Co 00 r-) Ln u7 ro ao LO r") n 00 LL- LL- LL- LL- L� Cn r \ O N / / 2�6 > >'• �, h m o 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 M 0 0 0 0 0 U) o 0 o V) o 85to g !y �, �� /^� m r i� 0 r 0 O r O r o o r O r O r o O O r o O r o r o O r o O r o r o w cZr w, (� �- \ 31 SF o W O S� ,. / ^� /��. r,0 d- Lo O L6 r L6 N Ln r) In - Lri Ln Lri (o Lri I- Lri oo Ln Lri O Lri O Ln Lri N Lri Ln n L6 � 6 Ln Ln O Lri " U � Lr) O ts; rn p cA \ \ �Q� 9 te) N N N Lr) N � O O W O ` W / / J S, �O / /a�V p0 (D N (0 N (0 N C0 N 0 N (0 N (D N O N (0 N (0 C0 N CD n (0 n CD (D O r) CD P7 (0 r'') CD r7 cD to O O O O O O O o O o O O o O O O O 00 r7 00 n 00 n 00 � 00 �► � o ` W / / 19.80 51.88 / ^� J J J J --I J J J J J J J J J J J J o0 J \ 1 r EE f� O Z / „ //�° 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 22.00 27.50 0 0 0 o N o ,\ W \ 1RSF 0.0� UE M � /I / N51°11 43 E 71.68 / » , > , „ , , » , J J J J J / / 0 / N51'12 25 E 233.00 N16°40 05"W 5.43' F N51'21'13"W 5.16' S51°12 25 W 100.00 S51°12 25 W 100.00 33 p0 0 \ 0 2912 P pE, o I / (ESMT. TIE) L J o (ESMT. TIE) o L 33 pp' „ �8 8�' p w \ N OS' Pg� / L<i I 6 6 s x12 •29.00' 28.00' 28.00' 28.00' 35.85' °24 E o a? o I I 9'x12' t � TRANSFORMER , „ , 36°5a / I 0 TRACT BB ESMT. TRACT GG S51 12 25 W 148.85 N 1 5SF si I TRANSFORMER N 31a Ln 0 20425 SF ESMT. !� !� 25298 SF 51 \ L0� 8 / o 0 to of TRACT AA o 0.47 AC LO >- LO 0.58 AC °24" w 68628 SF Cv OS PA, DE, UE I E 0 0 10 � I� I ' I OS, PA, DE, UE N51'12'25"E 152.84' 11.84 N36�5a Op+ 33'p0 \ a \\ 9A Op+ o w W 1.58 AC 33 \ o , / ;00 I m rn I DE, FUTURE DEVELOPMENT 00 00 29.00' 28.00' 28.00' 28.00' 28.00' to O M 16.87' n \ 5' \ 30g 4SF , z II J i 0 N51'12'25"E 233.00' BLOCK 7 �' �' BLOCK 8 N51°12'25"E 200.00' o \o UE \ o L0� N 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' 27.50' 22.00' 22.00' 28.50' � U) cn cn cn w° cO in o � \ d p0 00 O O O O N r C� g O w 0 LL L) L� Ln L� 0 L� L/ Z Lf) Li (n L� (Li-n Ln L) Li r� O � O � O � O � O � O r� O N � W � � O� n y W \ � - o II I ^ ^ (n (n (n (n (n (n (n (n (n (n (n (n (n (n (n (n Cn � 0 N o N o N 0 N 0 N 0 N (D O O_ \ A U 02 LO O coo 000 oM ao0o � � � < I � � � � � � � � i� n �- \ �� 32 SF � � rLO �i 0 0 0 0 0 0 0 0 0 0 z 0 0 0 0 0 0 0 0 0 o m Do � r, o rn I sss 0 r 0 r 0 r 0 r 0 r 0 r 0 r 0 r 0 r 0 0 r 0 0 r 0 r o r o r o r o r 0 00 00 L0 00 Ln 00 � 00 � 00 "t 00 M J 00 y "6•� 00 Lri Lri o Lri Ln Lri Lri Lri N Lri Lri o Lri rn Lri O L0 rn LO 00 Lri I- Lri o 6 Ln Ln -t Ln n 6 N Lri Z i- �- F Z Z ~o \ -+ O s0 � OD 00 CO � c0 n (0 n C0 r'') (D r7 C0 n (0 n (0 r) (0 N (D (0 Lr) (0 Ln (0 In (0 Lr) (0 Ln (0 Ln (0 L0 (D Ln (D O O O O O O J 1 2 26' W \sus. Fs� n Z H � H H I- f- H I- H I- F- H H I- H � J J -1 J J J pp 1 536'5 , Lr) 26s s�� O O O O o O O O O O O O o O O O O o' g, 33 9g, r7 m O- 6'� - - - - - - - - - - - , , , , , , , , , , , , , , , , , , , , , , , 46' " , Q N51°12'25"E 333.42' 28.50 22.00 27.50 - -27.50 22.00 27.50 27.50 - 22.00 -28.50 � I 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 - - 536.5g'24 W �9- 04 LOT 5 2273SF � 0o w moo,, 0 12.00' N51°12'25"E 245.00' m°= O SDE 0 30' ELCO c U, rcn TRACT DID I N , o M ~ O + O SEE DETAIL A O WATER ESMT. m 65.00 Cn 12.00 TRACT X 6860 SF 0.16 AC EA, PA, DE, UE , 16.00 00 D6 REC# 38622 SF 0.89 AC I ^ O - - N51°12'25"E 345.04' N 16.00 16.00 16.00 16.00 16.00 N (TYP•) N _ m o'- EA, PA, DE, UE o N51'12 25 E 0 - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -L- - - - - - - - - - - - - - - - - 10 LOT 41430SFo D 3 21.50' 23.50' 23.50' - - - - 23.50' 23.50' - - 21.50' I '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'I 1 N 65.00' N I co (A 2n m ic("` c I TRACT 00 0 o I 0 0 451009 SF mLL- LL- LL. 0 0 0 0 0 I LOT 3 1787SF Ln 10.35 AC N 0 TRACT CC � 0)C/O U) CLn CLn Cn U)) U)) U)) V) C/)) CLn U)) 60' CLn V) CLn U) U) U)) CLn CLn o �_ uL`i cLn cLn cLn vL`i cLn vL`i vL`i cLn 77 r,0 (D (D (D O m (0 co O CC) (D (D (D N N N N N N n p) CD C) C) C) CO CD U) O � , ROW 1092 SF r) Ln Ln Ln r) Ln Ln Ln Ln Ln °' ROW 0) rn o 0 0 0 0 o rn 0) D' r� 00 00 00 00 00 00 00 0 0) 1 N 65.00' N DE FUTURE I 0 0 z m^ ^ 't' r r d-•• �" ^ a, Ln o o Ln Lf� o o Ln o Ln u) � Ln Ln Ln � DEVELOPMENT m 0.03 AC O r o O N O N O O O N O N O r o O r W W N O N O N O N O N O N O N O N W W O O O O O O O O 1 0 O W OS, PA, DE, UE r0 0r0 O o Oro O o oro ^ - o 0 0 0 0 0 0 00 .- O O N ,- r7 �} ,- Ln (D 00 O Ln Ln > N N N N N N N N N rn rn n 0) -t 0) d o) � rn d 0) � 0) mil- 0) � 0) 4- 0) � rn 4- ' � � + '`� 0 rn (0 0) (0 0) 0) (D 0) Ln r (o (D r`i r`n ao rn r o r r N 0) r� 0) r in I Ln LOT 2 1788SF «O i� 30 30 i� o o rn co rn o � m o rn o rn � rn � rn � rn � rn � rn � rn � � � I N , N I 36' I- I- I- I- �- �- d- I I- I- V 65.00 J O O O O O O O O O O O O pp 00 O O O O O O O O 00 00 O O O O O O O O O 00 Q I I Q 9'x12' J J -I J J J J -1 J -1 J J M J J J J J J ---I J M J J J J J J J J J Ln LOT 1 1852SF Ln Q TRANSFORMER BLOCK 7 `� `� BLOCK 8 N SDE z m UE I Lo SDE 00 BLOCK 7 235.50 ESMT. 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 28.00 28.00 28.00 I N I ' ' � ' � � � ' ' ' 28.00' 28.00' 30.00' 65.00 Q N51*12'25"E 480.50' 16.00' 16.00' 16.00' 16.00' 16.00' 16.00' TRACT HH 1091 SF 0.03 AC N51°12'25"E 560.00' OS, PA, DE, UE om Cn O(n I - ^ CO WW W W LO L � ir Ir S44°15'15"W 41.30' 0 O M 3 U M 3 U (ESMT. TIE) W W N3 546.50' MONTAVA AVE _ _ MONTAVA AVE N3 4.92' - - - - � W I - - 0 0- - - - - - - - - - iv 3 590.00' N51°12'25'E r N51°12'25"E 1136.50'- �- - - - - - - - - - - 00 - 57.92' 0In o 01 � I N n I o0 n I 57.- - - J V) L_ LO S51°12'25"W 1 L MATCH UNE SEE SHEET 10EHE mmm - 14 mmm14 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. O:fSET #4 REBAR W/ RED CAP, PLS #38348 10' LOT ® 6 PROPOSED LOT LINE I , NOTICE: ACCORDING TO COLORADO LAW YOU MUST TYPICAL 6'X10' SIGHT 6 ALLEY - COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN 7 9 - - - - - - - - PROPOSED EASEMENT DISTANCE EASEMENT 6' (TRACT) THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST 13 EXISTING LOT LINE DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED TST, INC. EXISTING RIGHT-OF-WAY I 10, MORE THAN TEN YEARS FROM THE DATE OF THE 8 'I LOT CONSULTING ENGINEERS � CERTIFICATION SHOWN HEREON. EXISTING SECTION LINE 748 Whalers Way 10 Suite 200 Fort Collins - - - - - - - - EXISTING EASEMENT Colorado 80525 Phone: 970.226.0557 PLAT BOUNDARY DETAIL A JOB NO. 12 SCALE '*=40' 1230.0009.00 40 0 40 80 SCALE 1" = 40' 11 scale 1"=40' feet DATE OCTOBER 2024 SHEET KEY MAP 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. LEGEND 14 NOTICE: ACCORDING TO COLORADO LAW, YOU MUST ' SEE DETAIL A FOUND SECTION CORNER AS DESCRIBED w COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN O' (TYp ) ��s 10' LOT Z 14 THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST SET #4 REBAR W/ RED CAP, PLS #38348 cn o DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED / O PROPOSED LOT LINE , z MORE THAN TEN YEARS FROM THE DATE OF THE / h �`36• \ � _ — — — — — — _ TYPICAL 6'X10' SIGHT 6 ALLEY — o 6 CERTIFICATION SHOWN HEREON. ®' / "� C '9 s�2 �� PROPOSED EASEMENT DISTANCE EASEMENT 6' (TRACT) > Ld o //, � OT/ pp, A� e EXISIING LOT LINE I LU 7 9 Aj' 9J -3765 EXISTING RIGHT—OF—WAY I 10' LOT 13 61, , �O� / O \ — — EXISTING SECTION LINE `C EXISTING EASEMENT SCALEO, PLAT BOUNDARY D 1* A COT 0 w 10 /23 � OO � \ o 12 T T 7 O 131.00' m �09 O (SEWER ESMT. TIE) �i3 S DRAWN Q S� \60�2 BRB / A� CHECKED /O O� DAP ' O 309 DESIGNED KEYMAP � / � <OT �S� � / BRB / ' 9 OO O FILENAME N . T. S. /A ;0 9 `3/SS �� tK // 0009_Plat O � +' F s h• 9 0 A` °.72' OHO �' TRACT MM ,° 5230879 SF I „) 120.08 AC DE, FUTURE DEVELOPMENT / I v OTIV 00 0 14 SF gti�0�� SF gtieo� I J 6' 9 O \ 6' 10.085 O� ��S tx�`L 269 / / (ESMT. TIES) , /(v / F�co / O � d'j a- / \T ,'� s p, �d'�, �•`h �`L /`� "ate-/ �°� TRACT 00 �o J s �`L 451009 SF P �S ° "I- `�S,<, `l1' ��` / ^ / 10.35 AC ° 0 �� / DE, FUTURE DEVELOPMENT �o O CO w > 4.92' .50F' / w v 2 P / / ° OO O `O� \ \ L w Q cn ,ZOOO` s o �� F <D ss \ \ Cn Q J o- os� ��• �� d � \� ti\ 0L /14) \4� I \ \ 101.57' I SEWER ESMT. TIE 1 — - - - - - - - m U, 7.35' I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ \ 378.64' 7.37' 30.00' 30.00' 261.34' N004W37"W 1679.98' 7.36 S0033 45 E 2591.5 E 1/4 COR. SEC. 32, T8N, NS o R68W, 6TH P.M. FOUND Ci -p� b3-1/4" BRASS CAP IN N o o w MONUMENT BOX LS #15278 N GIDDINGS RD o�0 „ —i .o S00.35'37"E 2633.48' NE COR SEC. 32 S00'33 45 E 2642.14 00 w N „ a FOUND 3.25 BRASS I (.0CAP 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 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m omU: n-0 C D C Kim UNPLATTED UNPLATTED TST, INC. 1 NW 1 S33, T8N, R68W CONSULTING ENGINEERS SW 4 S33, T8N, R68W 4 748 Whalers Way Z Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 40 0 40 80 SCALE 1" = 40' scale 1"=40' feet DATE OCTOBER 2024 SHEET 9 of 15 =7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -MATCH LJNE SEE SHEET 8- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 1 ON 00 J w _ O w `0 `n > 'n OR a ' MONTAVA AVE Q �w _ 0 0- - - - - 546.50 - - - - - - N 590.00' MONTAVA AVE N51°12'25"E r ,- -00- - - - - - - - - - Q o o -4.92' 57.92' w z0 N51°1225 E 1136.50 �� Q �x olro CO 0 00 � z a_ z N �, ;0 TRAC uj 1092T LL SF O: -_ -57.- - - J92' o j 0 SIDE 'n S51°12'25"W LU 0.03 AC SEE DETAIL A N I 0 1 , 12.00' ' � OS, PA, DE, UEJ (TYP•) N 51°12 25 E 480.50 16.00 16.00 16.00 16.00 16.00 16.00 12.00 H N N51'12'25"E 560.00' N Iw `- BLOCK 9 21.5 0' 1 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' 28.00' 2N8.00' 28.00' 28.00' 28. .00' 30.00' 65.00' 0W0.45' (ESMT. TIE) BLOCK 9 0 TRANSFORMER � LOT 3 1788SF � ^Fr� Z ESMT. O BLOCK 10 o o BLOCK 10I 5 04 � � p � � � L� O O LL UEN N N cn LL LL LL- LL- LL- Li LL- LL n n cn cn cn n � LL LL- LL- LI- Li- L- L� .(n n n (n (n n (n (n n N (n n (n (n (/ (n n co co co N a0 co 00 rn co O r` N N N CA M 00 N ° ° oLn Ln o n 0 0 0 0 0 0 0 n 0o � � � n n � o 0 0 0 n LOT 2 1430SF 00'00 Qc 0oo � -d- n � 6C O O O N O N O O O N O N O O O O �n Ln u> o u o Ln o o �O O O N O N O N O N O O C'j ' bi O r � � - r � 65.00 CN C - C - m a0 I- O u7 � l O N r` /W a) 0) 0) 0) 0) Cn Q) 0) 0) 0) 0) 0) 0) 00 0) CA CA Cn CSJ n r- Z w0 o 0 0 0 0 0 0 0 0 0 0 0 1 �- �- �- O LOT 1 1852SF o � / m J Z Z O O O O O O Z O O O O O O O O ;0 pp O O O J J J J J J J J J J 00 OO° ro i co / F DRAWNmROW 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' -28.00' 28.00' 28.00'- -28.00' -28.00' 30.00' N S51°12'25"W 65.00' / / CHECKED 16.00' 1 I SIDE S51'12'25"W 467.00' ' DAP 16.00 6.00 16.0016.00 16.00 SEE DETAI m 100' U41' 36' m z " N51°12'25"E 7.00' (TYP•) BLOCK 10 8.5047'35"E 6 // DESIGNED _ _ _ _ _ _ _ _ _ S51'12'25"W 349.37' � / I BRB N51°12'25"E 228.00' m / FILENAME I -�N38°47'35"W 0* S51°12 25 W 303.00 L J��S38°47'35"E m S38°4735E L J 23.00' D w 0 N51°12'25"E 8.50 D w / 0009_Plat -/ H q 23.00' m 10.00' N0 m� �� N51*12'25"E VN51*12'25"E 0 10 O 7,00' / 10.00' / 00 TRACT KK 40510 SF O J 0.93 AC 0 225.00' O O O (SEWER ESMT. TIE) O rn1 z O 00 EA, PA, DE, UE o TRACT J J Q �Q- G' 14 Ld 104329 SF N �O LO 2.40 AC in z "�' / .t DE, FUTURE DEVELOPMENT OLO �Lh / 012Ai n N Oho 1 O10 ,dam ,o / �J V z z z � AD / �O LnI TRACT II z �Q; 92403 SF 0) 2.12 AC 00 v DE, FUTURE DEVELOPMENT 0 w O oZ Ln xa m �I mzzww H N w ro(n W N r- - 10.00' _ (WATER ESMT. TIE) 28 00' W I S51*12'25"W 60' / �/� W L - - ROW // \� // co Z o c) N 30'- 30' � w I 451009 SF H -0 10.35 AC 3w DE, FUTURE DEVELOPMENT // / W CO J 87.82' / Q SANITATION r -F----F- 30' ELCO (WATER BLOCK 9 SEWER ESMT. I --y1 I RECITER ESMT. ESMT. TIE) (� / 0. SEWER // - - - - - - - - - - � - - {- � - - - - - - - - - - - - - - - - _ _ _ - ,SCR 84.00 J N51"12'25"E 211.82' C32 ' -84.00 // tK / Z (SEWER ESMT. TIE) C33 moo // N51°12'25"E 247.82' 000 U / U 70, C38 so- - - - - - - - - S51*12'25"W 288.82' - - _ G� \ / �'�• /'ass:�s90 �`b 00 / / MATCH LINE14 _ HE� \ \ ® SEE SHEET 11 T �R / *� / NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST �� \ C, DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION 14 BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED . C�9 14 MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. C / JESTICSILIIRVIIiY 6 LEGEND s F, 13 FOUND SECTION CORNER AS DESCRIBED Ld 26F / 1 p' LOT F 7 8 A SET #4 REBAR W/ RED CAP, PLS #38348 cn S O / S F �ti 89S �`�� oo / pFcoocA�F� TST, INC. PROPOSED LOT LINE 6, Fj. F 92 �. / � G,�q �' CONSULTING ENGINEERS 10 TYPICAL 6'X10' SIGHT ALLEY - �J Fti 748 Whalers Way - - - - - - - - PROPOSED EASEMENT DISTANCE EASEMENT 6' F / Suite 200 Fort Collins (TRACT) ,20 / Colorado 80525 EXISTING LOT LINE EXISTING RIGHT-OF-WAY I 1 Q' roe No hone: 970.226.0557 12 LOT �G' / 1230.0009.00 EXISTING SECTION LINE / \ / 40 0 40 80 SCALE „ 11 - - - - - - - - EXISTING EASEMENT / 1 = 40, scale 1"=40' feet DATE PLAT BOUNDARY DETAIL A / OCTOBER 2024 SCALE 1•=40' / NOTE: ALL WX12' TRANSFORMER EASEMENTS ARE PARALLEL KEY MAP AND PERPENDICULAR TO ADJACENT RIGHT OF WAYS OR LOT SHEET SE COR. SEC. 32, T8N, R68W, 6TH P.M. � / / LINES UNLESS OTHERWISE SPECIFIED. 10 Of 15 N . T. S. FOUND #6 REBAR W/ 2-1/2" ALUM. CAP ® / IN MONUMENT BOX LS #17497 / MATCH UNE SEE SHEET 12 o c" / LEGEND o o / / o "C0 / / FOUND SECTION CORNER AS DESCRIBED Friz r n // // SET #4 REBAR W/ RED CAP, PLS #38348 D N PROPOSED LOT LINE �� O� / �0 O C0 — — — — — — — — PROPOSED EASEMENT ya P\'< � / �iv� w o Nti EXISTING LOT LINE �tx1 EXISTING RIGHT—OF—WAY 14 W EXISTING SECTION LINE S51°12'25"W Ate. 'AO� J 18.69' / o // / - — — — — — — - EXISTING EASEMENT S38°430 00' r i / / 6 FI PLAT BOUNDARY N51°12'25"E �/ �6+, w O / / SST 9ti+F� �O � 18.69'- / Q mmmN 0 14 s 14 / SAS tx y�P� 25.00' (WATER ESMT. °' TRACT RR �'S� �F,�` 31.00' TIES) 3271411 SF \ DRAWN \ 6 BRB 75.10 AC S38°47'35"E /\ DE, FUTURE DEVELOPMENT CHECKED 37.07'�/ \ \ DAP </ \\ �1,9�` 7 9 N51°12'25"E1\ / \ 13 DESIGNED BRB 30.00, �/ \ �S FILENAME N38°47'35"W 'pFO�y,9`10- j\ ?I $ 30.27' I // 37.07' �.p" \ j'p, "DCj 0009_Plat 12 10 00 ai NI \ W \ 0X 00 KEY MAP L I S00°33'45"E 554.02' \ - \ \ N . T. S. 00 \ NOTICE: ACCORDING TO COLORADO LAW, YOU MUST \ \ ' COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN \ THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST \ $�� DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION \ \ 0 BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED \ N MORE THAN TEN YEARS FROM THE DATE OF THE \ CERTIFICATION SHOWN HEREON. \ �0 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 C 1283 \� C) OF WAS OR LOT LINES UNLESS OTHERWISE O 30' 50' �/'� 00 \ v/ Q o \\ O \ Q ~ TRACT PP \\ v M� a- 329984 SF \ y W U' 7.58 AC � COW � DE, FUTURE DEVELOPMENT \\ a Q z 00 TRACT QQ d cD 441014 SF Q 10.12 AC ' > 0. DE, FUTURE DEVELOPMENT W 1 Q cVO4 UE I Z N I 0000 O o I� o Q I U I � z I I O z 0 I I LO In rn o 0 0) I w I w w w N N N w rn °' Z ;n ;n LO = 100 Io 00 POINT OF BEGINNING c� I cn N N m _— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 618.18' 40.00' 40.00' � N45°15'52"W 71 A 8' SWIS E 2=.59' SE COR. SEC. 32, T8N, R68W, 6TH P.M. Cn FOUND #6 REBAR W/ 2-1/2" ALUM. o N�� , N GIDDINGS RD CAP IN MONUMENT BOX 00 o TST INC. LS #17497 -0 N o �— N00°33'45"W 2642.14' E 1/4 COR. SEC. 32, T8N, c� o POINT OF COMMENCEMENT r 07 o CONSULTING ENGINEERS Co W� � R68W, 6TH P.M. FOUND vI U 70 3-1/4" BRASS CAP IN 748 Whalers Way o Suite 200 Fort Collins o MONUMENT BOX LS #15278 Colorado 80525 o m o Phone: 970.226.0557 n v m 70 D m JOB N0. m m I 1230.0009.00 z�ao I _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SCALE m — — — — — — — — — — — — — — — — — Air 1r, = 50r 30' UE BY SEPARATE o m U! DATE DOCUMENT 0-0 UNPLATTED OCTOBER 2024 REC# c D c m D r'' SW 4 S33, T8N, R68W - - I - - - - J zm� SHEET 50 0 50 100 11 of 15 scale 1"=50' feet UNPLATTED I — - - _ R68W _ _ CE 1 4 COR. SEC. 32 SW 1/4 S32, T8N, — — — — — �T S00°33'32"E 2648.64' I 1 I 75' DIVIDE CANAL AND RESERVOIR SET 30" OF #6 REBAR WITH 3.25" AL. N89°2632"E S j COR. SEC. 32 COMPANY CORPORATION CAP STAMPED LS 38348 75.00' FOUND 3" AL. CAP PLS 20123 BK 187, PG 163 N0033 32"W 2599.42' 322.20' 20' UE BY I C14 1400.00' 877.22' SEPARATE DOCUMENT J — — — — — � REC# I - - - - - o ��``i /� �` 41.90' I z `c3 0A\ EX. 30' BOXELDER I m o U vvi SANITATION DISTRICT I cn o tx ESMT. BK 1928, PG 822 w & BK 1970, PG 32 i � I'W Q cwo I W I01 � Im IIw w S51°12'25"W 80.00' TRACT SS I p ~ N38`47'35"W 50.00' 326406 SF I EX. 30' BOXELDER I�7.49 AC SANITATION EA, PA, DE, UE DISTRICT ESMT. m REC# 20230038914� U I I DRAWN BRB S38'47'51"E 80.00' � CHECKED I DAP \ I TRACT MM \ I N 5230879 SF I DESIGNED \ \ \ I N 120.08 AC BRB EXCEPTION PARCEL I !d DE, FUTURE FILENAME DEVELOPMENT I (EXCEPTED FROM 0009_Plat \ \ TRACT SS AND I I NOT SUBJECT TO I o, EA, PA, DE, UE) /� I 0 I -,, s t 0� \\ // / 183.39' I 159.60' r b N00'35'37"W 342.99' — I N 00'35'37"W — Q TRACT RR \\s. � \\ ��tx tx<0 �(t�!C I342.99' 3271411 SF \ �'� \ '`�` Z, 'MATCH UNE SEE SHEET 7 j 41 o 75.10 AC \ / �� z o DE, FUTURE DEVELOPMENT ; 'per\ 0 A Q 14 O 14 80.00' ROW PER A ROAD BK R, PG /!!� ` 14 152 & BK 2289 30' I 50' PG 1283 ! (L0� / J�� 6 00 7 9 Z 13 O Q � � ��r° 8 1 w I PG Dx C-) oQ� � 12 D CO w a a'o U) W o �`�Off' 11 Q �Cn Cl) o><X Q4`�� rn Ld o,�_�rr G� F� �y W DrN , m !f //-�-------- ---- - - � mom oW 70 KEY MA P 02.5 - - - - - - � N zN01"45'43"W 16 - - -u — �� Q - - - - _ - - - - - - - - - - - - - - - - - �. - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — N01'45'43"W 1597.41' � h�,60 . 1 L11 tx 30' ELCO WATER ESMT. LEGEND SEE SHEET 8 FOUND SECTION CORNER AS DESCRIBED SET #4 REBAR W/ RED CAP, PLS #38348 PROPOSED LOT LINE — — — — — — — — PROPOSED EASEMENT EXISTING LOT LINE EXISTING RIGHT—OF—WAY xt� EXISTING SECTION LINE/ — — — — — — — — EXISTING EASEMENT // / '\ PLAT BOUNDARY JESTICSURVEYIN o / / h� / / v tx 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. / / \ 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: 970.226.0557 / POINT OF COMMENCEMENT BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED JOB NO. SE COR. SEC. 32, T8N, R68W, 6TH P.M. N MORE THAN TEN YEARS FROM THE DATE OF THE 1230.0009.00 00 FOUND #6 REBAR W� 2-1/2" ALUM. �j°u6 CERTIFICATION SHOWN HEREON. 100 0 100 200 SCALE 1 100 (6 CAP IN MONUMENT BOX = LS #17497 scale 1"=100' feet DATE S00°33'45"E 554.02' OCTOBER 2024 SHEET MATCH UNE SEE SHEET 11 12 Of 15 N j SEC. 32 FOUND #6 REBAR W/ 3.25" AL. 14 CAP PLS 34176 IN RANGE BOX MATCH UNE SEE SHEET 14 \ \ I Im \ \ \ 75' DIVIDE CANAL zo l 10 D \ \ I AND RESERVOIR o o r m 'm CD 14 \ \ COMPANY cloy I I CD ;:0 ^ z CORPORATION 01 I O 14 0 BK 187, PG 70 & z I m W Z MAPLE HILL I I \ p BK 187, PG 178 p N I� W o U REC# 20040004921 I \I I C4Of CA J I°D TRACT MM 0) I N o I w �`' w I g 5230879 SF p 6 w I I i w 120.08 AC I I m I o 0) DE, FUTURE I I ry Cn I I w dE o DEVELOPMENT W 7 9 II I I� (0 xo UE, MON o C4 ? 13 CE 1/4 COR. SEC. 32 I� I I o o N S I N 8 SET 30 OF #6 REBAR WITH � 3.25" AL. CAP STAMPED LS I I (ESMT. 11E) I I w <Q z v CO w l 38348 0.85' i < po 10 0 - - - - - � I Icn - - - - - - - - - — — — — — — — — — L12 N89°39'55"E 339.61' S89'57'59"E 212.55' V I 12 °° =N 41.90' 00 40.63' � �- - - - - - - - - - - - - - - - -N89°39'55"E 339.41' - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - -S89'57'59"E 350_07' — COUNTRY CLUB RD - - - - - - - - - DRAWN rv- - - - - - - - - 11 BRB N 89°17'45"E ca o — — N89'2628"E 75.00' CHECKED —w o o T — V DAP N J U I 33.96' ~00 N I DESIGNED _ I I (ESMT. TIE) o C 0- KEY MAP BRB — — — X p� FILENAME N . T. S. 0009—Plat �M I I oQY coW 83' H 0N° I - - w XZ00m C4 ROW - - - - - - - - - - -Mvo- - � - - - - - - — — — — — Q N m� � 0 I N w wW � m a W 47.0' 3s.o' LEGEND Jwwm U I I d U N N o� Z -$- FOUND SECTION CORNER AS DESCRIBED I w SET #4 REBAR W/ RED CAP, PLS #38348 PROPOSED LOT LINE PROPOSED EASEMENT EXISTING LOT LINE POUDRE R-1 I N65'10'30 E 35.17 SCHOOL DISTRICT T EX. 20' UTILITY ESM . (PARCEL TIE) I � EXISTING RIGHT—OF—WAY UNPLATTED BK 1889, PG 512 W TO E. LARIMER CO. EXISTING SECTION LINE WATER DISTRICT N �j/ <�6' co — — — — — — — �l — EXISTING EASEMENT p L1� PLAT BOUNDARY L13 j\ O EX. 50' SANITARY SEWER AGREEMENT \ REC# 98086673 I I \�� `��\ NOTE: ALL 9'X12' TRANSFORMER EASEMENTS ARE PARALLEL \s \ AND PERPENDICULAR TO ADJACENT RIGHT OF WAYS OR LOT \ \ \ LINES UNLESS OTHERWISE SPECIFIED. TRACT SS \�s� �� ,� �dR 9� 326406 SF �, /�, �° A 7.49 AC 5zj, O 75' DIVIDE CANAL \ /�� NOTICE: ACCORDING TO COLORADO LAW, YOU MUST AND RESERVOIR EA, PA, DE, UE 5 ems., Gti COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN COCOMPANY RPORATION EXCEPTION PARCEL �y \ F THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST I BK 187, PG 163 (EXCEPTED FROM TRACT SS AND � ` DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION NOT SUBJECT TO EA, PA, DE, UE) A BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED > cS ` MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. Q Q \ J► m LV I / Q %Ilk�/ R1 , N51'12'25"E S38'47'35"E 47.00' // �6 // TRACT QQ 30.00'—\/�\ // �°6' // 441014 SF 10.12 AC , DE, FUTURE .yoo \ \ L19 \ DEVELOPMENT \ L20 L18 S38'47'35"E 47.00' lb x IC SURVE 11,06 S51°12'25"W •° S3 30.00' �cj °' �y // Iro / TRACT RR ON 3271411 SF TST, INC. 'rO / 75.10 AC CONSULTING ENGINEERS • 748 Whalers Way R>> 'O / / DE, FUTURE DEVELOPMENT Suite 200 Fort Collins / Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 / 40 0 40 80 SCALE 1 It = 40' nnniiiiiiiiiii scale 1"=40' feet DATE MATCH UNE SEE SHEET 12 OCTOBER 2024 SHEET S COR. SEC. 32 13 of 15 FOUND 3" AL. CAP PLS 20123 I L - - - J I � �� - -I- - �- - - �- - -I- - -I- - - � - -�- - -� - - -� - -�- - �- - - �- - -�- - --� 1L - - - -�� I `� - � - - -F-- - -�- - -f - - -r - -�- - --f - - fi - �J � - -t - - rt - - -r - - T - I I 1 POUDRE R-1 F- O SCHOOL DISTRICT I UNPLATTED I CO z - - �wu � �:u - - - - - - - - - - 20' UE BY SEPARATE 1 EX. 33' _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DOCUMENT HALF ROW (NORTH)REC# 20040004921 REC# I I I MAPLE HILL I I I MAPLE HILL o EX. 33' I I I / ,j/ REC# 20040004921 I I 75' DIVIDE CANAL AND REC# 20040004921 N SEC. 32 HALF ROW (SOUTH) 1 / / / - - - - - - - - REC# 20040028393 RESERVOIR COMPANY # I I CORPORATION FOUND #6 REBAR W/ 3.25 AL. zo �- - L - - -CE 1/4 COR. SEC. 32 - PG - - CAP PLS 34176 IN RANGE BOX - _ _ -SET 30" OF #6 REBAR - - - - - - - - - - - - - _- J L - - - - - - - - BK 187, PG 108 BK - - - - - - - - - - - - - - - - L o LLJ N00°33'32"W 2648.64' I - - - - WITH 3.25" AL. CAP - - - N00°33'24"W 2641.44' - - STAMPED LS 38348 / I S COR. SEC. 32 I I I I N89°26'28"E FOUND 3" AL. CAP PLS 20123 I I 1 75.00' / N0033'24"W 2590.24' o 322.20' I NI 0.85"(ESMT. TIE) 1148.35' 1400.00' 41.90' J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N00°09'05"W 2507.37'- - - - - - - - - - _ _ w w � W I j IW o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -S00°09'05"E 2487.25'- - - - - - - - - - - - W I mo mC W m W I EX. 30' BOXELDER I I SANITATION DISTRICT /j I NOTE: ALL 9'X12' TRANSFORMER EASEMENTS ESMT BK 1928 PG 822. , �� I W ARE PARALLEL AND PERPENDICULAR TO & BK 1970, PG 32 I 00 DRAWN Z ADJACENT RIGHT OF WAYS OR LOT LINES �Cpj52308 TRACT T MM M I z UNLESS OTHERWISE SPECIFIED. BRB W 1 cO 120.08 AC CHECKED DAP Z I I Cn DE, FUTURE DEVELOPMENT I NOTICE: ACCORDING TO COLORADO LAW, YOU I rTi Z Q MUST COMMENCE ANY LEGAL ACTION BASED DESIGNED I c,., I UPON ANY DEFECT IN THIS SURVEY WITHIN BRB C4 THREE YEARS AFTER YOU FIRST DISCOVER FILENAME SUCH DEFECT. IN NO EVENT MAY ANY ACTION a I TRACT SS I I BASED UPON ANY DEFECT IN THIS SURVEY BE 0009-Plat 326406 SF EX. 30' BOXELDER I 7.49 AC SANITATION I EA, PA, DE, UE DISTRICT ESMT. I M THE DATE OF THE CERTIFICATION SHOWN HEREON. REC# 20230038914 MATCH LINE SEE SHEET 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 4 SEC. 32 FOUND 3.25" BRASS FOUND #6 REBAR W/ 3.25" AL. o CAP PLS 15278 IN CAP PLS 34176 IN RANGE BOX RICHARDS LAKE RD S89°39 06"E 2638.15 '00-m �� RANGE BOX 0, 0- OONN p) Q�N- 000 j YCD 1 900.00' S8939'06"E I608.80' 7os.so' ct a m o - - - - - - - - - - - - - - - - � - - - N00°00'00"E 29�71'-- 1 - - - - - - - - - S89°39'06"E 604.87' S8939'06"E 902.67' N90°00'00"E 558.18' - N90°00'00"E 243.36' N66°24'20"E 43.87' _ - - - - - - - - - - - - - - - - - - - UTILITY ESMT. (WIDTH VARIES) 71.30 I N90°00'00"E 104.00' �--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I F N90°00'00"W 538.13' N00°00'00'E� _ _ _ _ _ _ _ _ _ _ _ _ _ � N89°39'06"W 645.10' N89°39'06"W 807.66' I 15.00' N90°00'00"W 357.80' y S66°24'20"W 43.71' m z Q- � w I 1 14 j<� mm MIDDLE 1 I I I LONo0 �3 I w W 14 Z 1 1 o��Q UNPLATTED m BOTTOM NE 4 S32, T8N, R68W W 14 O 7- 1 --1 1!- 20 00 °c N 0 T A PART � coTOP UE `L g`�- � I I I I z 6 > 9 7 TRACT MM IH 13 5230879 SF Im 8 D W Q 120.08 AC J N I of Io DE, FUTURE DEVELOPMENT Q '07'27"E 1289.4W M 10 0. J � I C3 1 0 Q I I J_ o I of IC Im 12LLJ Q I � o �NI I41 I 1 N I I I°° Q 1 < JI IN 11 Z CliO I I I I I KEY MAP =am _ � � N . T. S. I 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 SHEET MIDDLE WITH 3.25" AL. CAP I 1 STAMPED LS 38348 LEGEND I I TRACT MM I FOUND SECTION CORNER AS DESCRIBED O� 5230879 SF UNPLATTED 50' UE BY 1 A SET #4 REBAR W/ RED CAP, PLS #38348 120.08 AC JESTICS NE 4 S32, T8N, R68W SEPARATE I- -I ROW PER PROPOSED LOT LINE o DE, FUTURE DEVELOPMENT �o DOCUMENT 1 <�:gyp, N O T APART REC# I I R-3 B&118 - - - - - - - - PROPOSED EASEMENT W \ AA Accy m o I I PG 1283 EXISTING LOT LINE 0� (.01 w EXISTING RIGHT-OF-WAY M c D c 0 50' 50' W �� N 0 0 '07'2rE 1289.40 Z> o I M I - - EXISTING SECTION LINE 0I0) 0 i, C� 15' UE BY m 1 I C7 - - - - - - - - EXISTING EASEMENT TST, INC. I ,W7 � SEPARATE - - - - - - - - - - - - - - - - - - - - -N = CONSULTING ENGINEERS O 0 m°= DOCUMENT - - m NE COR. SEC. 32 PLAT BOUNDARY 748 Whalers Wa N00°35'38"W 596.59' D Y � I m-0m # I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �7 FOUND 3.25" Suite 200 Fort Collins ^'� REC - - - - - - _ - - - -261.34' - - - - - - - - - - - - - - - - - - - - - CO - - - - - - - - - - - - -979.98'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1/.- - - - - - 645.86' i 0 BRASS CAP PLS Colorado 80525 15278 IN RANGE Phone: 970.226.0557 JOB NO. N0035'37"W 1679.98' o N00°3537"W 2633.48' 1230.0009.00 CA IN G I D D I N G S R D 100 0 100 20o SCALE 1" = 100, 0 r - - - - - - - - -7 scale 1"=100' L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - feet DATE - - - - - - - - - - - - - OCTOBER 2024 POINT OF COMMENCEMENT 15' UE TE SHEET UNPLATTED NW S33, T8N, R68W SEPARATE UNPLATTED NW 4 S33, T8N, R68W SE COR. SEC. 32, T8N, R68W, 6TH P.M. DOCUMENT 14 of 15 FOUND #6 REBAR W/ 2-1/2" ALUM. REC# CAP IN MONUMENT BOX LS #17497 Z O H Z a' O (n w w Q' w Q 0 m DRAWN BRB CHECKED DAP DESIGNED BRB FILENAME 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' 17*18'17" S30°08'26"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 SO'00'00"E C6 190.50' 35.72' 10*44'34" N42°20'40"E 35.67' C26 87.00' 78.66' 51°48'03" S25°1824"W 76.00' L2 33.45 N312'25"E L3 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 305.00' 279.20' 52°26'55" S63'11'51"W 269.55' L6 10.00 N38'47'35"W z 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 13.00 N51*12'25"E O L8 1.38 S51*12'25"W C11 305.00' 28.05' 5*16'12" N48°00'42"E 28.04' C31 245.00' 224.27' 52°26'55" S63°11'51"W 216.52' co L9 39.16 S38'48'17"E C12 305.00' 27.76' 5*12'53" N42°46'10"E 27.75' C32 640.01' 23.69' 2*07'15" S52°16'03"W 23.69' L10 15.34 N3549'13"W > C13 305.00' 16.97' 3*11'19" N38°34'03"E 16.97' C33 640.01' 246.88' 22°06'05" S64°22'43"W 245.35' L11 11.00 N51'12'25"E 0 C14 139.50' 219.13' 90°00'00" S6°12'25"W 197.28' C34 245.00' 54.80' 12'48'57" N32°23'06"W 54.69' L12 40.90 N89"17'45"E L13 6.50 N51'12'25"E 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' L14 12.67 N38'47'35"W J 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 L15 25.33 N51'12'25"E 0. C17 190.50' 25.69' 7°4335" S34°55'47"E 25.67' C37 640.00' 101.24' 9°03'47" S85°28'07"W 101.13' L16 12.67 S38.47'35"E > C18 190.50' 57.54' 17*18'17" S30°08'26"E 57.32' C38 600.00' 288.41' 27°32'30" 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*15'05" S84°22'28"W 117.63' L19 10.00 S38'47'35"E C20 139.50' 42.13' 17-18'17" N30°08'26"W 41.97' C40 560.00' 379.34' 38°4844" S70°36'47"W 372.13' L20 9.00 S5112'25"W O l� JESTICSURVEY TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort 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 15 of 15 CERTIFICATION SHOWN HEREON.