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HomeMy WebLinkAboutMONTAVA - PHASE D CORE AND IRRIGATION POND - BDR240006 - SUBMITTAL DOCUMENTS - ROUND 4 - Responses (6) FINAL PLAT FOR O MONTAVA SUBDIVISION PHASE D !f} a_ Z It O c ? a uJ 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, WATEMENT of OWNEF'tSHIP MR SUMMMO CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. OWNER MONTAVA PARTNERS LLC Q KNOW ALL PERSONS BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNERS OF THE FOLLOWING A COLORADO LIMITED LIABILITY COMPANY a DESCRIBED LAND: 225 N. 9TH ST.,STE. 350 A PARCEL OF LAND, SITUATE IN THE EAST HALF (E1/2) OF SECTION THIRTY—TWO (32), TOWNSHIP EIGHT BOISE, ID 83702-5735 m NORTH (T.8N.), RANGE SIXTY—EIGHT WEST (R.68W.) OF THE SIXTH PRINCIPAL MERIDIAN (6TH P.M.), CITY OF Li BY: PRINTED NAME: FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS TITLE: DRAWN BRB FOLLOWS: �011111 S a) COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 32 AND ASSUMING THE: SOUTH LINE OF THE STATE OF COLORADO CHECKED „ SURVEYOR'S J3TATEMENT � PR E T APPLICANT AND DE1/ELOPER ) SS DAP --SOUTHEAST QUARTER (SE1/4) AS BEARING NORTH 89 57 58 WEST, A DISTANCE OF 2639.84 FEET, OJ MONTAVA DEVELOPMENT & COUNTY OF LARIMER ) oEs�cNE� MENTED BY A6 REBAR WITH 2.5" ALUMINUM CAP STAMPED LS 17497 AT THE EAST END AND BY A I STEVEN PARKS, A LICENSED PROFESSIONAL LAND OCA'T'ION CONSTRUCTION LLC BRB 3,25 ' ALUMINUM CAP STAMPED LS 20123 AT THE WEST END AND WITH ALL OTHER BEARINGS CONTAINED SURVEYOR IN THE STATE OF COLORADO, DO HEREBYki 430 N. COLLEGE AVE, SUITE 410 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY, HEREIN/RELATIVE THERETO; �}© t! W" 7- TeV 4'&D- 7 STATE THIS SUBDIVISION PLAT WAS PREPARED FROM AN N FORT COLLINS, CO, 80524 FILENAME Cal/ �j� /lwe_ le-4�'r '�`r ACTUAL SURVEY UNDER MY PERSONAL SUPERVISION, Z PHONE: (512) 507-5570 BY AS OF MONTAVA PARTNERS, LLC, A COLORADO 0009_Plat Cover THENCE NORTH 45'I5'S2"" WEST A DISTANCE OF 71.08 FEET TO `IHE N TH RIGHT OF WAY (ROW) UN F THAT THE MONUMENTATION AS INDICATED HEREON WERE LIMITED LIABILITY COMPANY. L'4 MOUNTAIN VISTA DRIVE, DEDICATED AS PARCEL 2 IN THE DEED RECORDED SEPTEMBER 14, 1984, AS BOOK FOUND OR SET AS SHOWN, AND THAT THE FORGOING © ENGINEER PLAT IS AN ACCURATE REPRESENTATION HEREOF, ALL - O WITNESS MY HAND AND OFFICIAL SEAL -^4- 2289, PAGE 1283 OF THE LARIMER COUNTY CLERK & RECORDER (LCCR), TO A UNE PARALLEL WITH AND CV TST INC. CONSULTING ENGINEERS c, 2289, THIS TO THE BEST OF MY KNOWLEDGE, INFORMATION FEET NORTH OF, AS MEASURED AT A RIGHT ANGLE, THE SOUTH UNE OF SAID SE1/4 AND TO THE AND BELIEF, 748 WHALERS WAY, SUITE 200 POINT OF BEGINNING; MOUNTAIN 1/NSTA DR FORT COLUNS, CO, 80525 NOTARY PUBLIC -•e. THENCE NORTH 89`57'58" WEST, ALONG SAID NORTH UNE, A DISTANCE OF 2514.83 FEET TO THE EAST PHONE: (970) 226-0557 Cz UNE OF THAT PARCEL DESCRIBED IN THE WARRANTY DEED DATED JUNE 18, 1904, AS BOOK 187, PAGE o MY COMMISSION EXPIRES: 163 OF THE LCCR AND TO A LINE PARALLEL WITH AND 75.00 FEET EAST OF, AS MEASURED AT A RIGHT SURVEYOR ANGLE, THE WEST UNE OF SAID SE1/4; w STEVEN PARKS, PLS THENCE NORTH 00'33 32" WEST, ALONG SAID EAST UNE, A DISTANCE OF 2599.42 FEET TO THE NORTH STEVEN PARKS Z MAJESTIC SURVEYING, LLC MONTAVA DEVELOPMENT & CONSTRUCTION LLC UNE OF THE SE1/4, THE EAST UNE OF THAT PARCEL DESCRIBED IN THE WARRANTY DEED DATED JUNE COLORADO PLS � 1111 DIAMOND VALLEY DR, SUITE 104 A COLORADO LIMITED LIABILITY COMPANY 17, 1904, AS BOOK 187, PAGE 178r OF THE LCCR AND TO A UNE PARALLEL WITH AND 75.00 FEET EAST LL1 WINDSOR, CO, 80550 cri OF, AS MEASURED AT A RIGHT ANGLE, THE WEST LINE OF THE NORTHEAST QUARTER (NE1/4) OF SECTION NOTICE: ACCORDING TO COLORADO LAW, YOU MUST PHONE: (970) 833-5698 BY: PRINTED NAME: u 32; COMMENCE ANY LEGAL ACTION BASED UPON ANY THENCE NORTH 00'33'24" WEST, ALONG SAID EAST UNE, A DISTANCE OF 2590.24 FEET TO THE SOUTH DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER TIC: �. ROW UNE OF RICHARDS LAKE ROAD, DEDICATED AS PARCEL 1 IN SAID 800K 2289, PAGE 1283 AND TO A YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON. ANY DEFECT IN THIS SURVEY UNE PARALLEL WITH AND 50.00 FEET SOUTH OF, AS MEASURED AT A RIGHT ANGLE, THE NORTH LINE STATE OF COLORADO BE COMMENCED MORE THAN TEN YEARS FROM THE ss NE1/4; DATE OF THE CERTIFICATION SHOWN HEREON. COUNTY OF LARIMER ) THENCE SOUTH 89*39*06" EAST, ALONG SAID SOUTH LINE, A DISTANCE OF 1608.80 FEET TO THE WEST t LINE OF THAT PARCEL DESCRIBED IN THE WARRANTY DEED DATED MAY 15, 1886, AS BOOK 44, PAGE 253 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY OF THE LCCR ; THENCE SOUTH 45'07'27" EAST, ALONG SAID WEST LINE, A DISTANCE OF 1289.40 FEET TO THE WEST ROW BY AS OF MONTAVA DEVELOPMENT & LINE OF NORTH GIDDINGS ROAD, DEDICATED AS PARCEL 1 OF BOOK 2289, PAGE 1283 AND TO A LINE VQNIITY LW CONSTRUCTION, LLC, A COLORADO LIMITED LIABILITY COMPANY. PARALLEL WITH AND 50.00 FEET WEST OF, AS MEASURED AT A RIGHT ANGLE, THE EAST LINE OF THE NOT TO SCALE NE1/4; ATTORN�Y'� ���''�� WITNESS MY HAND AND OFFICIAL SEAL THENCE SOUTH 00-35-37" EAST, ALONG SAID WEST LINE, A DISTANCE OF 1.679.97 FEET TO THE NORTH 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 OF THE SE1/4, THE WEST ROW UNE OF NORTH GIDDINGS ROAD, DEDICATED AS PARCEL 2 OF BOOK 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 2289, PAGE 1283 AND TO A LINE PARALLEL WITH AND 50.00 FEET WEST OF, AS MEASURED AT A RIGHT 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 8Y ME z ANGLE, THE EAST LINE OF THE SE1/4; �; 4-- -Y�- --z--_ THROUGH REASONABLE INQUIRY AND IS LIMITED AS AUTHORIZED BY SECTION 2.2.3(C)(3)(F) OF THE LAND USE CODE. MY COMMISSION EXPIRES: THENCE SOUTH 00'33'45'" EAST A DISTANCE OF 25 1 FEET TO THE POINT OF BEGINNING. �- � � ��6� 5 A L � P����L�� �1��, �� ��TT RNEY � DATE NOTICE SAID DESCRIBED PA�CEL 0 LAND CONTAINS2,621,362 SQUARE FEET OR 289.747 ACRES, MORE OR LESS (NAME) MONTAVA METROPOLITAN DISTRICT NO. 1, (�)• ��� 'd' W. �� ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS 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 ADDRESS: AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE BY. PRINTED NAME: 0 W SHOWN ON THIS PLAT TO BE KNOWN AS MONTAVA SUBDIVISION PHASE D, SUBJECT TO ALL EASEMENTS AND REGISTRATION NO.: OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF RIGHTS-OF-WAY NOW OF RECORD OR EXISTING OR INDICATED ON THIS PLAT. APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR TITLE: m RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT D w Q $ OF SERF bffl SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. STATE OF COLORADO ; SS ♦o co THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH NOTE& COUNTY OF LARIMER ) < PRINCIPAL MERIDIAN IS ASSUMED TO BEAR N89057'58"W A DISTANCE OF 2639.84 FEET, BEING MONUMENTED ON THE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY WEST BY A 3" ALUMINUM CAP MARKER L.S. 20123 AND ON THE EAST BY A 2-1/2" ALUMINUM CAP MARKER L.S. 1. FOR ALL INFORMATION REGARDING EASEMENTS, AND RIGHTS-OF-WAY TST INC. AND MAJESTIC SURVEYING, LLC RELIED ON TITLE COMMITMENT NO. 13833-4187956 PREPARED BY FIRST AMERICAN TITLE 17497 IN A RANGE BOX. 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, N07M OF OTHER OMMUM 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. SECTIONS 12-120 - 12-122 OF THE CITY CODE. WITNESS MY HAND AND OFFICIAL SEAL z ALL PERSONS TAKE NOTICE THAT THE OWNER HAS EXECUTED CERTAIN DOCUMENTS PERTAINING TO THIS DEVELOPMENT NOTARY PUBLIC 0 WHICH CREATE CERTAIN RIGHTS AND OBLIGATIONS OF THE DEVELOPMENT, THE OWNER AND/OR SUBSEQUENT OWNERS 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 OF ALL OR PORTIONS OF THE DEVELOPMENT SITE, MANY OF WHICH OBLIGATIONS CONSTITUTE PROMISES AND INSTITUTE OF STANDARDS AND TECHNOLOGY. MY COMMISSION EXPIRES: COVENANTS THAT, ALONG WITH THE OBLIGATIONS UNDER THIS PLAT, RUN WITH THE LAND. THE SAID DOCUMENTS 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 /11 D AIOHEED In a MAY ALSO BE AMENDED FROM TIME TO TIME AND MAY INCLUDE, WITHOUT LIMITATION, THE DEVELOPMENT AGREEMENT, JUNE 4, 2020 AT RECEPTION #20200039330 IN THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO. SITE AND LANDSCAPE COVENANTS, FINAL SITE PLAN, FINAL LANDSCAPE PLAN, AND ARCHITECTURAL ELEVATIONS, BOXELDER SANITATION DISTRICT, A STATUTORY SPECIAL DISTRICT AND POLITICAL SUBDIVISION OF THE STATE WHICH DOCUMENTS ARE ON FILE IN THE OFFICE OF THE CLERK OF THE CITY AND SHOULD BE CLOSELY EXAMINED BY 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 ALL PERSONS INTERESTED IN PURCHASING ANY PORTION OF THE DEVELOPMENT SITE. 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 a lu `j V � 13 1�/ I Sru�I 1 v f 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 ® (_�f/4 5� ��' C � 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 r�/� L 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 DOCUMIDNTS TO BE RECORDED HEREAFTER, AND APPROVES L f �, ,�g��c r 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 - L ,4 t2 `t "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. f �� (.[ [�t-� � � CONSTRUCTION THROUGHOUT THE CITY, PURSUANT TO SECTION I.F. OF THE DEVELOPMENT AGREEMENT TO SECURE PUBLIC BENEFITS FOR MONTAVA PLANNED UNIT DEVELOPMENT MASTER PLAN. ��� �,� 1 ! 14 ,9 ;1 ! �_r� fir, VL 1� BY: PRINTED NAME: J 0 V'_�)L) C�4 5 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 TIC: A � TO SECTION I(H) OF THE DEVELOPMENT AGREEMENT TO SECURE PUBLIC BENEFITS FOR MONTAVA PLANNED UNIT DEVELOPMENT MASTER PLAN. -t% �4,/ ,, A 1:) `� � �� 9. IN ACCORDANCE WITH SECTION I.G.4. OF THE DEVELOPMENT AGREEMENT TO SECURE PUBLIC BENEFITS FOR MONTAVA PLANNED UNIT DEVELOPMENT MASTER PLAN; STATE of COLORADO ) SS )I,ICI c5' u 1't-c- (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 rL m C.rL S ff-A-f (Ah)lY THE CITY SHALL APPROVE STRUCTURE WITHIN PHASE D. E 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, }4I C,� BY AS OF BOXELDER SANITATION � ( -1 / _ y DISTRICT, A STATUTORY SPECIAL DISTRICT AND POLITICAL SUBDIVISION OF THE STATE OF COLORADO. Jf L��'4 s r �`�v 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 "v �ors ��A �� r 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 ` _6 54 �T-,4, -L-YA r)V-r UNE AND THE EDGE OF THE ADJACENT LOCAL OR COLLECTOR STREET. NOTARY PUBLIC i✓�'4" J P-� 4171 ��� a �f L MY COMMISSION EXPIRES: A'e�, t � ay-e L� 1'47-s .4 ,z;. r �I� ' PLANNING AP'P�iQYAL• APPROVE �A�8 TO FORK CITY ENGINES _ ( ��' "�'� � `� TST, INC. �I�cr�r•r� r.D tGa �I. qq �' 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 cDISTRIG�� ��J l�� 748 Whalers Way (JAt6e, COLLLNS, COLORADO, ON THIS DAY AND f} r�iRll �. fi{ Suite 200 Fart Collins 1sc3 EX� sr'I�� ON THIS DAY, EASEMENTS ARE ADEOUATE AS SHOWN, �Ls � C.s Jti _ Phone: 970.226.0557 , / '� 80525 Colorado 14 C� ff Kj� (f�1 C ��r' � ('/ JOB No. � A �' � P 20 P � s� � `�`' '- 1230.0009.00 • -0 V'4�/ DIRECTOR OF PLANNING EAST LARIMER COUNTY WATER DtSTRJ T_ SCALE ��rL/ rL a cr S 7'�- CITY ENGINEER N.T.S. �C�??'1 c3 ►v ©T Ll �� �, i DATE SEPTEMBER 2024 CLT"jI JQ7- cw S - `� SHEET 1 ©f 15 FINAL PLAT FOR Z F MONTAVA SU DIVISION PHASE D (n a z Fr 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, n CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. fat a a S89'39'O6E 2638.1 RICHARDS LAKE RD CERTIFICATE OF DEDICATION _ '_ 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 r 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 I I \ NE CORNER I I DRAM 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 - I I \N SECTION 32 SECTION 32 I I BRB } \ CITY AS PROVIDED IN SECTION 31-23-107 C.R.S. THE CITYS RIGHTS UNDER THE EASEMENTS INCLUDE THE RIGHT TO INSTALL, OPERATE, ACCESS, MAINTAIN, REPAIR, RECONSTRUCT, REMOVE AND REPLACE WITHIN THE EASEMENTS PUBLIC IMPROVEMENTS - FOUND 3.25" 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 - I FOUND #6 REBAR W/ AL. CAP BRASS CAP PLS I DAP TO PERMIT OTHER PUBLIC UTILITIES TO EXERCISE THESE SAME RIGHTS. OWNERS RESERVE THE RIGHT TO USE THE EASEMENTS FOR PURPOSES THAT DO NOT INTERFERE NTH THE FULL ENJOYMENT OF THE RIGHTS HEREBY GRANTED. THE CITY IS RESPONSIBLE FOR - _ I I PLS 34176 IN RANGE BOX 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 \ RANGE BOX I o I DEsicNED - 1 ' II �/ I I BRB 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. 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, - ! II \ I Z I 0009_Plot 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 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 - A ; I \ CHARGE THE OWNER THE CITYS 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. 11 \\ z I THE RIGHTS GRANTED TO THE CITY BY THIS PLAT INURE TO THE BENEFIT OF THE CITY'S AGENTS, LICENSEES, PERMITTEES, AND ASSIGNS. I � MAINTENAKE 9 I�R�NM - .___._.�_____ _� _.. II NE SECTION 32 I 1 THE OWNER HEREBY WARRANTS AND GUARANTEES TO THE CITY, FOR A PERIOD OF TWO (2) YEARS FROM THE DATE OF COMPLETION AND FIRST PERCENTAGE -Z II vi 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 I I p} IMPROVEMENTS TO BE CONSTRUCTED IN CONNECTION WITH THE DEVELOPMENT WHICH IS THE SUBJECT OF THIS PLAT. THIS WARRANTY AND ()TOTAL -8 0I 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 I I 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 N CA -w Q cn AND OTHER PUBLIC PROPERTIES, INCLUDING, WITHOUT LIMITATION, ALL CURBING, SIDEWALKS, BIKE PATHS, DRAINAGE PIPES, CULVERTS, CATCH nnl�1� II ;I BASINS, DRAINAGE DITCHES AND LANDSCAPING. ANY MAINTENANCE AND/OR REPAIR REQUIRED ON UTILITIES SHALL BE COORDINATED WITH THE LOTS 1 - 32 BLOCK 3 RESIDENTIAL 2.50 0.86% OWNER -�j 1 I I m I OWNING UTILITY COMPANY OR DEPARTMENT. LOTS 1 - 42 BLOCK RESIDENTIAL 2.45 0.W/o OWNER W� II INI THE OWNER SHALL MAINTAIN SAID IMPROVEMENTS IN A MANNER THAT WILL ASSURE COMPLIANCE ON A CONSISTENT BASIS NTH ALL CONSTRUCTION LOTS 1 - 17 BLOCK 5 RESIDENTIAL 1.31 0.45% OWNER 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 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 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 BLOCK9 RESIDENTIAL 0.49 0.17°� OWNER - II SHALL ALSO HAVE ANY OTHER REMEDIES AVAILABLE TO IT AS AUTHORIZED BY LAW. ANY DAMAGES WHICH OCCURRED PRIOR TO THE END OF SAID I TWO (2) YEAR PERIOD AND WHICH ARE UNREPAIRED AT THE TERMINATION OF SAID PERIOD SHALL REMAIN THE RESPONSIBILITY OF THE OWNER. LOTS 1 - 20 BLOCK10 RESIDENTIAL 1.07 0.379/o OWNER ✓ TRACTA TRACTS EA, PA, DE, UE 0.74 0.26% MONTAVA METRO DISTRICT RFP�ICi [�I 11R_1_N_T_PG ✓ TRACT B TRACTS OS, PA, DE, UE 1.21 0.42% MONTAVA METRO DISTRICT • ✓ TRACT 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 7 I \ E 1/4 COR. SEC. CITY HARMLESS FOR A FIVE (5) YEAR PERIOD, COMMENCING UPON THE DATE OF COMPLETION AND FIRST ACCEPTANCE BY THE CITY OF THE II \ 32, T8N, R68W, 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 r I/ -.. Z [�/.rT�n `(Con ut 5rctze/3 \ 6TH P.M. 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 I I \ FOUND 3-1/4" 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•0 MONTAVA METRO DISTRICT I I SET 30" OF 6" \ BRASS CAP IN I O ROADS, STREETS, FILLS, EMBANKMENTS, DITCHES, CROSS PANS, SUB-DRAINS, CULVERTS, WALLS AND BRIDGES WITHIN THE RIGHT-OF-WAY, ✓TRACT H TRACTS EA, PA, DE, UE 0.92 0.32% MONTAVA METRO DISTRICT ( I I REBAR WITH 3.25" / ) MONUMENT BOX 1 EASEMENTS AND OTHER PUBLIC PROPERTIES, RESULTING FROM FAILURES CAUSED BY DESIGN AND/OR CONSTRUCTION DEFECTS. THIS AGREEMENT I AL CAP STAMPED \ LS 15278 I 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 I > SETTLING TRENCHES, FILLS OR EXCAVATIONS. ✓ TRACTJ TRACTS O5, PA, DE, UE 0.07 0.03% MONTAVA METRO DISTRICT \ 1 I I Uj U" L-TRACT K 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 L TRACTS OS, PA, DE, UE 0.01 0.00% MONTAVA METRO DISTRICT �� I I ///�\\\\ I . . . O 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 BUILDINGS, THE CHANGING OF COURSES OF STREAMS AND RIVERS, FLOODING FROM NATURAL CREEKS AND RIVERS, AND ANY OTHER MATTER , - - - - TRACT N TRACTS OS PA DEE 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 , U ✓ / 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 i Q ✓ TRACT P TRACTS OS, PA, DE, UE 0.05 0.02% MONTAVA METRO DISTRICT ( 1 �. 1 _- Q SRHT DISTANCE EASEMENT RESTRICTIONS dTRACT Q TRACTS '-t OS, PA, DE, UE 0.02 0.01% MONTAVA METRO DISTRICT I ( / / \ V I 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 0.000/0 MONTAVA METRO DISTRICT I I J \\ I I J IS NECESSARY TO PROTECT THE LINE OF SIGHT FOR A MOTORIST NEEDING TO SEE APPROACHING TRAFFIC AND TO REACT SAFELY FOR MERGING ✓ TRACTS TRACTS 3 EA, PA, DE, UE 0.20 0.07% MONTAVA METRO DISTRICT THEIR VEHICLE INTO THE TRAFFIC FLOW. THE FOLLOWING ARE REQUIREMENTS FOR CERTAIN OBJECTS THAT MAY OCCUPY A SIGHT DISTANCE v TRACTT TRACTS EA, PA, DE, UE 0.29 0.10% MONTAVA METRO DISTRICT EASEMENT FOR LEVEL GRADE: TRACT U TRACTS OS, PA, DE, UE 0.64 0.22°h MONTAVA METRO DISTRICT Z A• , 1. STRUCTURES AND LANDSCAPING WITHIN THE EASEMENT SHALL NOT EXCEED 24 INCHES IN HEIGHT WITH THE I I // / \ \ \ I I / TRACT V TRACTS 0 OS, PA, DE, UE 0.01 0.00% MONTAVA METRO DISTRICT FOLLOWING \a \\ 7 I IFOLLOWING EXCEPTIONS: 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°0 MONTAVA METRO DISTRICT I I \ I I L FOR MOTORISTS. ✓TRACT X TRACTS EA, PA, DE, UE 0.16 0.05% MONTAVA METRO DISTRICT 3. DECIDUOUS TREES MAY BE ALLOWED AS LONG AS ALL BRANCHES OF THE TREES ARE TRIMMED SO THAT NO I I I I I 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°0A MONTAVA METRO DISTRICT ( I \ / I I SPACED SUCH THAT THEY DO NOT OBSTRUCT LINE OF SIGHT FOR MOTORISTS. DECIDUOUS TREES WITH TRUNKS LARGE P_TRACTZ TRACTS D UTURE DEVELOPMENT 0.14 0.05% MONTAVA METRO DISTRICT I I �/ I I ENOUGH TO OBSTRUCT LINE OF SIGHT FOR MOTORISTS SHALL BE REMOVED BY THE OWNER. -'TRACT AA TRACTS D URE DEVELOPMENT 1.58 0.54% MONTAVA METRO DISTRICT I ( I I FOR NON-LEVEL AREAS THESE REQUIREMENTS SHALL BE MODIFIED TO PROVIDE THE SAME DEGREE OF VISIBILITY. -TRACT BB TRACTS S, PA, DE, UE 0.47 0.16% MONTAVA METRO DISTRICT 1 1 I I NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE -TRACT CC TRACTS S, PA, DE, UE 0.03 0.01% MONTAVA METRO DISTRICT I I I I YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY AC11ON BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED , , ' ✓ MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. TRACT DID TRACTS PA DE UE 0.89 0.31% MONTAVA METRO DISTRICT I1 I I `TRACT EE TRACTS JDS, PA, DE, UE 0.07 0.02% MONTAVA METRO DISTRICT Z 03 / / \ I cfil -TRACT FF✓ TRACTS Jos, PA, DE, UE 0.03 0.01% MONTAVA METRO DISTRICT 00 Q TRACT GG TRACTS JOS, PA, DE, UE 0.58 0.20% MONTAVA METRO DISTRICT W I I W CA I TRACT HH ✓ TRACTS OS, PA, DE, UE 0.03 0.01% MONTAVA METRO DISTRICT I I --TRACT II TRACTS DE, UTURE DEVELOPMENT 2.12 0.73% MONTAVA METRO DISTRICT ✓TRACTIJ TRACTS DE, FUTURE DEVELOPMENT 2.40 0.83% MONTAVA METRO DISTRICT TRACT KK TRACTS EA, PA, DE, UE 0.93 0.32% MONTAVA METRO DISTRICT I I \ ✓ ✓�' 10) 1 "TRACT LL 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 1 v ,--L_. - TRACT NN TRACTS DE, FUTURE DEVELOPMENT 5.37 1.850/G MONTAVA METRO DISTRICT ' TRACT 00 TRACTS DE,J01 FUTURE DEVELOPMENT 10.35 3.57% MONTAVA METRO DISTRICT I i SE SECTION 32 I I ✓TRACT PP TRACTS DE, FUTURE DEVELOPMENT 7.58 2.61% MONTAVA METRO DISTRICT 1 I I I -TRACT QQ TRACTS DE FUTURE DEVELOPMENT 10.12 3.49°A MONTAVA METRO DISTRICT / I I L-TRACT RR TRACTS DE FUTURE DEVELOPMENT 75.10 25.92% MONTAVA METRO DISTRICT 75 -TRACTSS TRACTS EA, PA, DE, UE 7.49 2.59% MONTAVA METRO DISTRICT III I I I RIGHT-OF-WAY 17.59 6.07°/D CITY OF FORT COLLINS I I I I 1 I TST, INC. y T OTS 329 1 11 I I I CONSULTING ENGINEERS _ I 748 Whalers Way T } EA-EMERGENCY ACCESS EASEMENT, PA-PUBLIC ACCESS EASEMENT, DE-DRAINAGE EASEMENT, _ I I fm ur-0 r ' ��T Suite 200 Fort Collins 0525 LIE-UTILITY EASEMENT, OS-OPEN SPACE SDE-SITS DrST>}I.rcE �,5ir�T: r \\� 1 0 I Phone:Color970.2226.0557 11 SE COR. SEC. 32, CORN R S CTION 32 �\\ TBN, R68W, 6TH P.M. FOUND #6 I I as No. S 1 I ; FOUND n�AL. AP PLS 20123 ¢ , REBAR W/ I 1230.0009.00 �D A`/ /iC/e ✓arJ� =%� �PG'lr� t0r 2-1/2" ALUM. 1 z I 1 SC� N.T.S. \\ CAP IN I 12 I � �3+' r h /,G�dP�LYG/�i17GY( ) MONUMENT BOX I l � DATE 11 LS BOX I �� SEPTEMBER 2024 - - j . - �'- lwp' 2.A fNTAIN VISTA DR sHEEr N89'S7'58"W 2639.84' shcw 2 of 15 50` i,� d 1b'tQ4%Ga. 11 IL'I5'1 W 7J.69t 17> N j SECTION 32 �( (� `� FOUND #6 REBAR W/ NE CORNER SECTION 32 3.25" AL. CAP PLS 34176 !D o 1 IN RANGE BOX 5D RICHARDS LAKE RD Sour e �C°I?y �' ^ rake {/�1 FOUND IN RANGE BOX 3 --- -- -- --- 50/ S89'39'06"E 2638.15' — ~---/ -- -- --- Z DiSr 1 900.00' _ 708.80' ® z E J — - - - - - - obel 5; - - — — — — — — — — — — — — -- — — — — — — — - - — — — — — — - - \ — � cr: + S8 See �hecf !y for de Ltp/l \ I 9' I F0 I I I II leal> o Ave, d�i+•✓ � 0 5 }d� I I ✓' Q O u `r� 5 � � � p fl e �(r5 �/� .�o�a oo�� DRAWN be- I I Ott ���y! H�' �a�� � G' �� O CHECKED BRB 14� �r tor� /' / /0,' (�1t �.p �" ,( VIP UNPLATTED KEY MAP DAP dtV,(41 Y� �/I i� � ) ►�Prey l/i � d" v 7 NE S32,SNOT ATPAR R68W I N . T c BR8 .,� �/�" I I I V . I . J. DESIGNED \C;\ I FILENAME nWY/+ OUY•C%/ - 1. � ,� � V fl ipJ \ /,� I I 0009_Plat Cover InsT++�Z 0 UC3r I pie Yi"` G� �1� � p, l y X4- 5 ♦\ I SF p°5 l G darl �/ S s„ (Q LIB S45'07'27"E 1289.40' u� I\ o C ��5 ravzA o \\\ �r10 . r LEGEND 0all FOUND SECTION CORNER AS DESCRIBED 7ANDIRIESERVOIRL \ � 50' 1 DE SET #4 REBAR W/ RED CAP, PLS #38348 COMPANY I PROPOSED LOT LINE I CORPORATION BK 187, PG 70 & F� - — PROPOSED EASEMENT BK 187, PG 178 EXISTING LOT LINE EXISTING RIGHT-OF-WAY EXISTING SECTION LINE EXISTING EASEMENT 1 II r I 1 I PLAT BOUNDARY O I I I J lul TRACT MM o J si CA L_ Q \J - NOTICE: ACCORDING TO COLORADO LAW, YOU MUST (� 1 N 1 rri COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN I 1 0) SICOVERVEY SU SUCHTHIN DEFECT. IN NO EVENT MAY ANY ACTION D /A > BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED v� 1 L4 (n I I I 0 TEN YEARS FROM CERTIFICATION HEREON. �E DATE OF THE I z la. q II � J l o I I Q J W 11 Z II Q � I I II 1 y.,en II 00'33'21W 2590.24' �.yt� Q" es� alb I Do II II II100.00• R W PER OAD 2 89 1 PG 2 I I oYe U lei p L/h C TL 1 II I I AA f 1 o` I SOO'35'37"E 1679.97' z II I I W II III I \\ �' � z V1 TST, INC. \ 0 I A� y n u Y ///.p/"""]1 CON 48L WhalersGW ENGINEERS -IHI > 1 -�,�'j Suite 200 Fort Collins Colorado 80525 �.L�'hltex I��1 Co�2nfcn. Sczccuw 3z / / \ 1. 2 p,'�r' ll� �� 5 !� ?hone: 970.226.0557 SET 30" OF 6" REBAR v JOB NO. 1230.0009.00 om J WITH 3.25" AL. CAP TRACT NN \ A d IC�� h a61 i f STAMPED LS 38348 / Xp J d 100 0 0o Zqq SCALE 1" 100' •" scale 1 =100 l / feet DATE SEPTEMBER 2024 0 9 \\ U �j pt Y E 1/4 COR. SEC. 32, ^ 1 SHEET TRACT G \ FOUNDR38 /4"TP.MBRASS �l/J M4TGcr- G/A,0 ° 3 of 15 SEE SHEET 4 CAP IN MONUMENT BOX LS 15278 N j SECTION 32 NE CORNER SECTION 32 ®® FOUND #6 REBAR W/ AL. CAP A1,E17_­'t1 SEE SHEET 3 `ce-G 116 e FOUND 3.25" BRASS CAP 34176 IN RANGE BOX / / \ PLS 15278 IN RANGE BOX mmmm mmmm I I \ I I I o v04 / 8 \\ o C) h I I TRACT G \\ ® 75 w A q9 \ 7 \\ / � \ \ 6 \ , - - TRACT MM 10 C4 5 \\ Cq al I I / 28 /i 1 BLOCK 2 4 \\ to I I \� 29 \ 12 \ \\\ 3 cn o (A F\ � / \ 13 \ 15p \ TRACT NN / o 30 / 9\ a 5 CA N TRACT MM / �p 31 /PGA P /27 \S9 14 \ ��AM 2 / / 0 CA m DRAvm 26 15 \ I� i / y� j, �� \ �ZO \ \ 1 /, \\ BRB / \\ 25 Oo 16 \ \ KEY MAP 13 \ \ / \ I CHECKED I I 33 / \ \ \ 24 2 17 \ \ DAP 34 / 14 \ \ \ 23 \ 1$// �Q / \ O I , N.T. S. DESIGNED 1 / \ / � w� 35 /// / 15 \ \ / \�� / 6 \\ O �2N�cY %/ C`as 12 \\ �p \ 22 , \ / ��\ , �p0 1 I BRB w,_0 / / / \ / FILENAME ISET 30" OF 6" REBAR w "� / 11 16 \\9 \ , \�O \\ 17ewOVe-1 /�� \\ �C� n F_ �j � F �TS C� 0009_Plat Cover I x / 10 BLOCK 1 �' 5 /` p I 5 L _ WITH 3.25" AL. CAP O � 36 I 9 17 / / / \ n 07'� eecde d / \ �\ � I ( h 2'j STAMPED LS 38348 OZN 18 \9 / 2� ,�7 8 \ \\ 4 // //�\\ ��\ \\\ / U u � N F� 37 I 8 \\ / \ \ 100.00' ROW PER � �� 19 \ 1 Fu ZFN-e12-_ �— w w g \ / \ ROAD BK R, PG 152 I 20,/ TRACT C \ \ 3 / / \ & BK 2289 PG 1283 •I I I N 38 I I 7 TRACT B ,. // 10 BLOCK 5 11 \ - - - - - - - - - - 1 TRACT E I- - -- - - - - - -- - - - - - - - - - / - . 1 13 \ 90\\ \ - - - - - 39 - 1 C141 - 6— -� - — / // 0 9 1 \\ 6 �mn , 24 5 / , 19 �� 15 \ \ `1�y 5 O / O 4 / E 1/4 COR. SEC. 32, — — — — w o w a M Ve /, ��� / \ I� 18 / 00 16 PFi� \ 3 \ \ TBN, R68W, 6TH P.M. LEGEND m�°m 1 I I \ 3 // �\ \ 25 \\BLOCK 4` �� 17 \�� 7 2 / �� \, ` FOUND 3-1/4 BRASS o o<m Y �'y \ 2 Q� TRACT P',. 26 \ /j \QQ \ /n\\ 1 - CAP IN MONUMENT BOX 1 FOUND SECTION CORNER AS DESCRIBED EG rn' m � / \� , \\�\ /// 16 �` \\ \ 8 , \� LS 15278- cn AND RESERVOIR yl2 "/I w 42 \ 9\ %/ /� ,/ 27 \��\ / / 14 g \ .BLOCK 6 \ \ _ — — — — Z I 15 \ \ \ / _ I (D SET #4 REBAR W/ RED CAP, PLS #38348 COMPANY L < / /30 \\ �� ,/ 13 \ A PROPOSED LOT LINE CORPORATION < \\ 43 \ TRACT L // 29 28 \ � , 10 \y 19 14 TRACT 00 I o01 BK 187, PG 163 \ \ 44// \ \\ 12 11 \\` 18 13 - - - PROPOSED EASEMENT / / A 28 \ 29 V G / 12 17 v 12 I CD TRACT SS / \ / / \\ \ P 13 \ \ \\ 11 I z I ———————— EXISTING LOT LINE / \ 32 31 / 27 30 \ 1 i 0 14 5\ \ 10 I EXISTING RIGHT-OF-WAY / \ \ \ 31 \ \ I - - / 15 TRACT V \ 9 � EXISTING SECTION LINE 26 \ 9 16 / 16 // \\ G� I 32 \ F I - - - - EXISTING EASEMENT BLOCK 3 25 33 Q 8 TRACT U O O 18 �/ // 43` \��� 8 I PLAT BOUNDARY O 2 \\ 24CFZP 34 \\\ \ 76 G�00 20 19 /// \\\ 7 6 \ \ 23 \�Z \\ 3 \ \ 9 \ \ PGA 2., 35 \ 5 CIO 5 rri J 36 \ / ��24\23 22 /PGA , 40 44 � \\ 4 4 4 MQ \ y \ \ �Z, \\ \ 9 / / �`� 39 \ \ / / /, cal \ \ \ 21 \ 3 \\ \ 3 �' � 7 NOTICE: ACCORDING TO COLORADO LAW, YOU MUST 37 46 / \ 2 I COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN �MA �p0 G� \ \ \\ \ \ 20 3536 BLOCK 8 47 // \\ \\ 1 //�� I THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST W W W / /� �Q \ 19 TRACT R , \ 28 /// 34 48 // ,/ 7g\ \ / I DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION /A ' 6 J \ 18 / \ / /i 33 49 QO// 75 \ / MOREBASEDTHANN ANY TEN YEARSCT IN FROM THIS SURVEY E DATE 0 THE COMMENCED V/ Op \\ \ 4142 \ \ / 32 Gp 5p // G / 74 1 CERTIFICATION SHOWN HEREON. = O 7 \ \ 17 39 40 / 1 3031 PGA 51 / Q,P/i 72 73 / of /// 8 \ \ 16 / 3 2 / 5352 / / a rn 70 / o, / 69 14 TRACT 6 5 ,j// //2728 \ 5655 // // / �90 8 4\\ \ Z 57 / ,// 67 / 5 \ I I 113 O 13 y 9 8 ,, , 25 O(i 5958 / // / 66 by / 6 / / 2 / 12 G� /, � 24 ,� �� / / 65 7 U� Z./+rr (!ro 10 n it "9/ 63 64 / 8 pOQ 120 /l 21 22 29 62 P 9 TRACT QQ G� 15`14�13// / ,� 30 l� 61 JP 10 I p\J 32 31 wry 60 ��P A 12 11 BLOCK 10 I / 49 �16 1 11 GVb 33 / / / p 9� I 34 / 4 / 14 I O� 17 1 1 35 / // 46 \ 15 �4 \ 18 I i 3736/ G� j/ 44 45 \47 17 16 19 I ��P// 41 42\43 1918 20 TRACT RR 40 \ / \ 39\ / 6 / / - - - TRACT CC 4 2 - 9� / 5 3 \ I v I TRACT AA 8 6 �r 7 / 12\11\10 4 N o I \ , 9 TRACT 00 I (.4 BLOCK <<O I I TST, INC..J Cn CONSULTING ENGINEERS 748 Whalers Way 0 Suite 200 Fort Collins TRACT II o I Colorado 80525 0) I Phone: 970.226.0557 41, 0 3'3 2 9. . JOB NO. ' " ao �4 _ z 1230.0009.00 , 0' 3' 5 1 20' BOXELDER J SANITATION DISTRICT — — _ — — — — TOO D TOO j� SCALE ESMT. BK 1966. PG 543 I \ — — „ 1 = 100, TRACT JJ scale 1"=100' feet DATE _ - SEPTEMBER 2024 SHEET POINT OF COMMENCEMENT I (/1 S CORNER SECTION 32 / SE COR. SEC. 32, T8N, R68W, 6TH P.M. FOUND #6 REBAR O l O� , 4 of 15 FOUND 3 AL. CAP PLS 20123 M44-rd-,4 G/AIESEE SHEET 5 �eZ A'0� g4 ¢0 i 3 W/ 2-1/2" ALUM. CAP IN MONUMENT BOX LS 17497 L mmm 3 LEGEND Z FOUND SECTION CORNER AS DESCRIBED o Ir muLD 0.SET //4 REBAR W/ RED CAP, PLS �38348 O Z � w PROPOSED LOT LINE > Ld PROPOSED EASEMENT 141V of ———— ———— EXISTING LOT LINE CL i�, 7'1_rrr_ '/4 CC012xrc-L- �Cc.Tz 3Z EXISTING RIGHT-OF-WAY � EXISTING SECTION LINE SET 30" OF 6" REBAR WITH 3.25" AL. CAY�SIA� EXISTING EASEMENT LS 38348 PLAT BOUNDARY 5 r E 1/4 COR. SEC. 32, T8N, R68W, 5TH P.M. m FOUND 3-1/4" BRASS CAP IN MONUMENT BOX LS 15278 DRAWN BRB ESEE SHEET 4 _ 5� ��� KEY MAP CHECKED DAP /N Z I 1 I N . T. S. DESIGNED to I \ / < / BLOCK 9l o TRACT 00 [if BRB // FILENAME (AII I S �J �-{ � _� tO 0009_Plat Cover Iro TRACT IIIC) L4 (!=�r � J 1 N00'33'32"W 2599.42' S00'33'45"E 2591.61' r 1 rn r '� D 20' BOXELDER Z u '" SANITATION DISTRICT — ESMT. BK 1966. PG 543 I J I I \ TRACT JJ _ I I I I I I o o 11�' � w I I I I I i I fi N I I I I I Z + II II TRACT PP I _ J NOTICE: ACCORDING TO COLORADO LAW, YOU MUST TRACT RR COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER W W o I I o YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT '�D/� �A > o MAY ANY ACTION BASED UPON ANY DEFECT IN THIS co Q O C3 I I o SURVEY BE COMMENCED MORE THAN TEN YEARS FROM 0 I i THE DATE OF THE CERTIFICATION SHOWN HEREON. T I I I I Q (L Q 1 75' DIVIDE CANAL I I I II AN RESERVOIR 0. COMPANY I I CORPORATION I O BK 187, PG 163 I I I I II I I I I I I 'I i I 100.00' ROW PER ROAD BK R, PG 152 I •` , & BK 2289 PG 1283 I \ \\ I I I I I I I TRACT QQ j ,\ I I I .. I ! cn I II 0 ODDI Z o I � M o I N �00 \ \ I I I v vv i 0 "a N89'57'58"W 2514.83'Of mm \\ \ I Z _ TST, INC. o N \\ \\\ POINT OF BEGINNING I CONSULTING ENGINEERS m DD \ \ I 748 Whalers Way �— 1400.00' — \ \ 1114.83' h Suite 200 Fort Collins Colorado 80525 MOUNTAIN VISTA DR �w e �y1Dv� �C° vit� doe NPahone: 970.226.0557 N89'5758' W 2639.84 _ _ \` �,` MOUNTAIN VISTA DR _ _ N4515'52"W� (BASIS OF BEARINGS) 71.08' 1230.0009.00 100 0 100 200 SCALE 1" = 100' S C SECTION 32 POINT OF COMMENCEMENT scale 1"=100' feet DATE FOUN"3" A SE COR.. CAP PLS 20123 SEC. 32, TSN, R68W, "6TH P.M. SEPTEMBER 2024 � ( UNPLATTED FOUND #6 REBAR W/ 2-1/2 ALUM. `lam CAP IN MONUMENT BOX 1 ` ti� SHEET 3 ' LS 17497 1 ` °� 5 of 15 m mImp 14 N \ 14 0 Z 14 0 U _ N w e Ld TRACT MM 9 5230879 SF \ 13 120.08 AC D(, ,1 , UTURE DEVELOPMENT w 10 Ln LA':7 '/P� o LA \ Y Lp 12 N N > •Py � CC DO!2 DRAWN 11 - - 1 '� / 0 0) 4 BRB N (T \ CHECKED ' �� DAP i Z KEY MAP DESIGNED i� \� W ' ' 136n� 340.9� �_ � p 1 � BRB a co ' S53'0 5O, 1 4 FlLENAME N . T. S. "� 651 ,_� \ 0009-Plat 553'01 6 v1 _ ESMT - - - - - - - - - - - - - - - - - - - - - - - - - - - - S38'47'35"E 418.99' \ _ \ S38'47'3_5"E \\ \ �/ C o r 30.00' \ \ I \w \ 1 �I 30' SANITARY SEWER ESMT. I 7z) ►3okFPtJ6:F \\� N\10 \ LO -00 061 1 TRACT NN o r- 234026 SIF \ o� 34.00' 35 0 eo N 13 0 'LO 12LO D( UTURE DEVELOPMENT 5.37 AC \\ \\ 530,,3E 2p0'p0 34.000' N Row N 1 1 N 9 \ \ s 34 K 6 LL O 0 I I � 00 / ,n ,n �� 5 50' \\ \ 35.0d ` 34 DO B`OG o oo, z j �' I S1 0° + 0 0. M rn r I ELCO WATER ESMT. .�� N o o M rn r J Z � U, rn o � r c' o , EC# rn Lp CP. s N t o o d rn r Z r 30.00 1 i- N a:L/ o s rn r OD' O s a o n Co 1 100 I �, \ o r o 35 0. M I 1 I M 1 16.00' n 3 o �� J _ 34.00�_ 36 E W N ` S38'47 35 E 877.50 cn J .34DO r E�CO e = 52.00' /- 52.00' 52.00' 52.00' 52.00' 52.00' 50.00' 56.00' 40.00' 40.00' 56.00' 50.00' 50.00' 50.00' 50.00' 51.50' '3q 00' I INER EST. co Q 1 72' BLOCK 2 I 13.08' \tU TRACT029 AC SFRE# 0 ' 6"W BLOCK 2 9' 9' BLOCK 5 ; y 13.03 N = W F ROW UE p 1) UE BLOCK 5 d �� DE, UEI Of m 0 LOT 7 0 LOT 6 0 - 1 m 1 U i N LOT 19 4107SF v UI c� '^ c 39.55 9 51.80' v/ a o ad 4056SF ad 4056SF ad 0 LOT 5 0 LOT 4 0 0 o I o w M o 1 0 LOT 5 0 LOT 4 0 LOT 3 0 0 iA S38'47'35"E 91.35' M 5' T 36' 36' 0 LOT 8 q l- r` O LOT 3 0 LOT 2 0 LOT 1 1 o z 01 LOT 6 o LOT 2 O LOT 1 0 0 UE S38'47'35"E 96.33' od 4732SF 4732SF 4732SF 4550SF 5096SF 5096SF 4550SF 4550SF 4550SF 4550SF 5246SF LOT 7 3277SF o J a 5096SF rn rn rn rn rn 1 rn � 3 0) rn 0) rn rn rn LAJ 51. o a co 00 p J = SEE DETAIL A 1 m N / 04 ROW Y It E M I LOT 18 2712SF m U J I - - 52.00' - -52.00' - Lo I N O N 91.00 Q ( •)00 o 1 O IpLr SEE( �L A 1 11 N 97.00' 9.89' U 3 = TRACT G 0 I z N O 25.5' 25.5' o f o I Z- - - - - - - 0 13.00 - 52.00 - - - - 52.00 00 -50.00 - - - -56.00 - - -56.00 - - - - -50 -50.00'- - - -50.00' - - - -50.00 - - 2<- -59.00 o m o 1 0 0 10 z 415 SF 52.00' 0 - -- - - - - - - - - - -- - - - - - 1- N 5�� � N - -- - - - - - - - - - - - - - - p LOT 8 3276SF o LOT 17 2910SF- - - - - - - - - - -- - N 0.01 AC -- - - --- - vijM M 1 0 08.00' IO o fo - 1 iv OS, PA, 1 TRACT F 13641 SF 0.31 AC CO 0 3 w o 1 ELCO TRACTS 8820 SF 0.20 AC O No - - - - 91.00 - - M M 60' DE, UE S3847'35"E 91.00' 1 EA, PA, DE, UE A R ESMT. ad in o �n ad R ESMT. EA, PA, DE, UE ad ROW EC N N N N1 E # N p N N o 0' ELCO TRACT V 66.00 1 8.00' I ,n I 1 L0 0 WATER ESMT. 247 SF 0.01 AC 0 31.00' 8.00' 0 0 0 r37.00 - -37.00 - - 00 - "-�-37.00 -37.00'- -37.00' -37.00 - -40.00 - -34.00' -28.00' 28.00' 28.00' 28.00'- -28.00' -28.00' 28.DO'- 28.00' -28.00' 29.00" w ad ad ad REC#0 o LOT 9 o LON 1 a° a0 OS, PA, DE, UE 1 I bR vl Z SEE ETAI w to - N - - - - - 1 - - - - - - - -p cV 4732SF N W 506 i N I 30' 30' 00 N N I 31.00'- 27.50'- 27.50' -27.50' 27.50'- 22.00' J(y LL V) Li L) Li L) L� I I Lf) L.n 0 �- L) Li 0 LA L) Ln L� N N N w � 1 3 Y 91.00' 1 N ^ ^ No I w allo 00 0000 00 0000 000 0N0 ONo 0) o '1 p 111LL111 c0 c0 0 0 (0 0 (0 �h 80' rn d- 00 d d rT Ln V o rT o o o o o o r T o 1 o ROW o 1 0 o LO o LO o 'n o � o 'O o U) o Lq o U) o 'n o (0 o z r LL Li LL L� Li N p 226.50 1 N 5' O O r7 O M O T O M O to O M O M O N N N N N N N N N C 1 I 01 n O N O N O O O O O O O O O < LO LO N N N N N N N �} O rr 0 (SEWER ESMT. TIE) J UE I N M d o O 1 n N 0 N M n C° h Q N M M M N N N7 0 0 O r m I rn rn rn rn rn rn rn rn 1a' rn rn m rn z z of O) O O - a1 O O � O LL_ N O O O O O O _ �yJ H LO O O I 1 H H f- F- H H I- H I- H F- H H-� H- H H H N N N N N N �(ynJ OM o LOT 10 0 0 0 0 0 0 0 0 o I �' 40' t o 0 o w o �N o 0 0 o o o 0 0 0 0 c�a 4732SF N 1 1 J J J J J J J J i J J J O O O O O O O O J p� W In lA J J J J J J J J O O O O D7 - O, N O M a1 CD (n �J O O o o? 1 1 UE BLOCK 2 1 I BLOCK 5 BLOCK 5 o 0 0 0 0 0 o MQit , , , , , , , , , , , , , , , , J J J J J J J tJ 3 w 1 91.00 28.00 37.tl0 37.00 37.00 37.00 37.00 37.00 37.00 40.00 34.00 28.00' 28.00' 28.00 28.00 28.00' 28.00 28.00' 28.00' 28.00 29.00 1 BLOCK 6 N 20.00'-� S3847'35"E 418.00' n N38'47'35"W 315.00' -7 S n > L 1 L6 ui / 31.00 22.00' 27.50 27.50' 27.50 27.50 22.00 31.00 n, k - - - - - _ �N - - - -_ N< HARWOOD LN 494.00 3 380.50' HARWOOD LN S38'47'35"E 216.00' 912 23.81' �U-) S38'47'35"E 874.50' ao • K� (ESMT. TIE) I ai n cn L 20.00 N � N /r1,14-ch Line SEE SHEET 7 y- SC, c d- 11u s•r-A N1 cm--s /lulu�z A, L t L4e SEE SHEET 7 3 zs I2D74e S�,Qof3 r LEGEND I S 0 Lr- ) O AJ tkkr HGar " 57 /Lerr//}cG TST, ING w FOUND SECTION CORNER AS DESCRIBED w CONSULTING ENGINEERS LOT 748 Whalers Way SET #4 REBAR W/ RED CAP, PLS #38348 U) 10 Suite 200 Fort Collins NOTICE: ACCORDING TO COLORADO LAW, YOU MUST Colorado 80525 PROPOSED LOT LINE I 6' COMMENCE ANY LEGAL ACT10N BASED UPON ANY DEFECT IN Phone: 970.226.0557 TYPICAL 6'X10' SIGHT ALLEY - THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST JOB NO. - - PROPOSED EASEMENT DISTANCE EASEMENT 6' (TRACT) DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACT10N 1230.0009.00 -------- EXISTING LOT LINE I BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE 40 0 40 80 scALE EXISTING RIGHT-OF-WAY I 10' LOT CERTIFICATION SHOWN HEREON. 1" = 40' scale 1"-40' feet DATE - - - EXISTING SECTION LINE SEPTEMBER 2024 EXISTING EASEMENT O S HEET PLAT BOUNDARY DETAIL A sc� ,'-,� 5 1H4-7?:,# L/A66 SEE SHEET 6 s ee- LO uu'i 31.00' 22.00' 27.50' 1 27.50' 1 27.50' 1 27.50'722.00'1 31.00' 1 i N HARWOOD LN _ 494.00' _ _ 3 N _ _ _ _ _ ._3 l - �/ 380.50' _ HARWOOD LN - - 912• S38'47'35"E 216.00' 23,g1' C l 0 U�- S38'47'35"E 874.50' D (ESMT. TIE) 4� ,� oz Ui 'n U' 1 5 D` S38'47'35"E 418.00' S SOC /S38-47'35"E 316.71' SD S O r w I H 5 RGj 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' 28.00 65.00 19.71' I I I I I I 1 1 0 0 9'x12' TRANSFORMER � 0 0 1 0 BLOCK 1 I I BLOCK 4 / 1 � LOT 16 1853SF 5�, ESMT. 1 o LOT 28 4823SF 0 I a I 1En I 9 vwi 1 5' N 65.00' N 0 ROW LO LO ri 1 r r r- m 1 I o I I UE m DO Do Do 0o 0 UE 2 TRACT92 SF r- M r`o n ff) rCn Do o � I- vL`i � � � � � � I 1 0 LOT 15 1430SF o 0 to 0 0 0 0 0 0 0 l o o I t o o 55 OS, PA, DE, UE I 1 O O Oro N) O O O p N7 O y 0 N 0 N p N N N N p 1 N N jt'j 0.64 AC 06 Ld 91.00, I r` co ,n � M N I N I ' I 0 n N O rn DO r 1 N 65.00 N w 1 cn L P °' N rn N rn N rn N rn N rn N °' 1 rn N 1 01 01 to C) 0' N 01 N/rn N O 01 m rn 72' uE I N 0a 0 0 0 0 0 0 � I °n I 0 1 I N 1 0 0 0 0 0 0 N o LOT 14 1430SF o N 2 \ ROW Oo f M a an 1 N I J 11 0 �o J J J J LJ J J I E N N 65.DD' N \ COX N LOT 29 4732SF N 1 Q I I r 1 I TRACT C TRACT 0 1 uj J v1] 00 - z m ,n ,� 1 a W L - _ ,n I ,I 320 SF 272 SF I 0 LOT 13 1788SF 0 37.00' -37.00 - -37.00 - -37.00 - -37. -46. z 40.00 r -28.00 28.00 28.00 28.00 -28.00' -30.00' W �'� 36.0'��-36.0' I 0 " 0.01 AC 0.01 AC 34.00 = \S DRAWN U 30' ELCO 'n N 65.00' N 1 I a j S38'47 35 E 231.00 WATER ESMT. 8.00' _ OS, PA, OS, PA, I I o0 Oti/•� N 91.00' 40.00 � BRB ? REC# DE, UE DE, UE I o O /• S� 19.00' 9'x12' TRANSFORMER �'� ti1Q 1 8.00' N ���� N38'47'35"W 75.05' L3 1 6 ESMT. -� 6 ov IAI I CHECKED DAP J 1 - -S38-47'35"E 259.00'- - -�- - - - - - - - - 8.00 8.00' m - - - - - - - 1 5�� - - - - - - - - - ,� L4 z N8614'57"E 41.23' kN/ S3847'35"E 76.50' o I F 37.00 - -37.00 -37.00 - 37.00 - 37.0 - 37.0 - - 37.00 N 1 0 34.00 22.62' ! ' / --S83'47'35"E 22.33' S21: ��' <<0�, DESIGNED LOT 30 4732SF o I o LO 3 4S. 2g' \ lv 4.00 BRB Cv oN p d 1 0 0 rn N M �/ �NO3-12'25"E 10.83' 1= 3' 93' 18"F r Y " n 1 w w U . 0 0 I ri N to 2 123 RAC S38'47 35 E 106.50' FILENAME � LL. L� L a r� I p N C i r i01 N 2I 'N .00, 93, T N 91.00 1 PO I 0 0 c0 r, co 0 0 o t M y p�' z \2 N 9 j8: - N `4 0 4?S0, 8 OS Pg492 SF 0 0009_Plat n n r r n P In \ 21 N rn I 2 I r- LOT 12 I W 0 o rM o r o � o ri o 11)r o r) n �� V = I \ W g3 1 0 3352SF a n� SO' OE V 29 A l i0 o 0 0 0 0 O o o l �� ,� 3 h� 0 J ^ o S27. f C C17 S38'47'35"E 76.50' I cO rn rn 0) rn rn rn I / - DO LOT 24 00'� 3p, T o o M� �8S0 29' 8 N I o o r, I / N �I 34. 0'- fW Et CO '� ^ o Q b 22 2 10j m ( 22.00' 22.00 28.50 so' r r t I- r - I r 5754SF 0 TfR 4c ti o C °O' •00• co 4 �R ROW LOT 31 4823SF 1 0 0 0 0 0 0 o I SMT. 4 o o 2 0 cv BLOCK 4 J J J J J J J 40.00 1 // ,�0 N -1 � �34.00, TRgC 2.p3• ,, o cO rn h oto o o 0 28 M I �, BLOCK 1 p P,a� 80 I o o 34. T ti/ 3 22.00• o h' o a o (\1 LL w o OW Y �` 0 ' £ �3 2? Jo co ro rn o M V) cn co cn 30' 30' to I r 1 N , , , , , O , I U ^ �1 M O �l A• P O SF SO'� _ O y. M ,� 91.00 N 37.00 37.00 37.00' 37.00 37.00 37.00 37.00' o o n o o 0 q• D 0• 2 ~ cO o iD o i° o 0 o N / t ry 0'� f, 3 8. o �'10 TRACT D 1 S38'47'35"E 259.00' tad F Z��S J N o rn 34 �5212 Ue AC S0. ~ "� o LOT 4 ao N ao N ao N Od 1 N C11 o 2911 SF O N 0 0 a c0 0 o a 00' 8' 8" 2g cO 0 4210SF ro N o o F� .t 40.0' 40.0' m o N rn "� o rn �34 E 4S2 50• o h 01 m CD On iV CV 0.07 AC N I M N o, S.g0+' 3°, f .D' � I / I~ n o o � O0" 8�\ 10.00 S21' 22.0 M OS, PA, DE, UE n I N ``� Snip<o P` 30. o Cv � I o rn 2 29 �8" 0' 22. o 0 0 / 3 I 2 F c N ~ p, r 96 /, °j w o ^oi d 8 0 1. 00 '2 h W ?° R p u I 0, 10.00 2� 91.00 I 7 .55 y, o°3�f sip N /3,z� 0' � 0) 0) o o 00' LO �\ 3 c s I 34 0 o ry 0 0� 4- �29• S9 8.50, w o o I N 0 89iy I ^ D1 34.0p, O N o rn 2g 40 SS, o S0� N 4 LOT 32 3276SF N LOT 12 2721SF h r) E 0 0 o 11: 00 00' 18.21' 22.00' 22.00' 28.50', 01 J I M i° I r rtOi TRACT B �,- 1 I 34.00• 12.I M o 7-RA 28,p0, " N W I 91.00, I 1 74.55' 0 c % 52693 SF l / 1 I " 21.84. o "? C'v o ^c'i qCT Q 9 2800.\ h S38'4735 E 90.71 o N o z = I I o 0 0 'I` `Q 1.21 AC t �( r I TRACT P 2289 SF S38'4T35 E 91.13 C18 o °' r7`V w o OS Pq 9 SF 0 28 0 J 00 3 0.05 AC 34, rn o . D 0 0'_ N 00 0 Q o o LOT 11 1640SF / U qC 3 N N I o 0 o OS, PA, DE, �pE �C 00 � ti O 0) £, 2 _ _ _ - - I- p p N N 3 b E\ . E' - OS, PA, DE. UE 3 0 ''o o o ��n F 4,8�'. , _ 0 0 65.00 z LOT 33 3276SF I N 74.55' N = h 0 - - 4• 0' e� ^ N 0 r M I N Z �Ld �e 1 N38'4T35"W 131.13' C19 h S 3 0p,"�+ 4 rn M o; V o 5. "D LOT 42 1918SF "� o o N Ll ,yp�./ v J - c0 4. kCd J Ln 91.00' I LOT 10 1640SF r m o c`fo ~�. 3 D• 212g, ^ <v o yC ` UE NN cn CD 1 I N 74.55' N s " v> o N 18^F 28.00 �� o ` �{` I N t LO 3 p S38'4T35 E 91.13' C20 S�4 73 29 0 `�° o? N o 4 Co !.0 . 65.00' W O 1 - N in O' O DD h O O w i 1 I 40.00 40.00 /V n r LOT 34 3276SF ,0n o N I t0 I n qA/ rn Q o LOT 41 1430SF o m c0 z - LLI 0) 11.13 Nq 2g ^o LOT 38 to "� I LOT 9 n 11> J / I N z M I a tAA/ °p' 2 V" n N N Y 91.00' LO 2947SF N I r J 9. 9.66 34.p0, 10.00' 8.00, o 4463SF 65.00 N Z Q c1 5' I S00 1 N w � 1 UE I`, No BLOCK 3 34 00' \ 28 0 p, J 0 LOT 40 1430SF o I O I J UE I �g 33 V 2) `�S' I m N 3 27 2g' " 2 B.00' �i �i LO I J •S 3 I �. 0 0 c0 0 G-i 4. 18 T 0 N 65.00' N '^ F g qeo� - r 1 N04 o 0 o f1 o n LOT 28 o rn 3S9 AC R v! N v 30 10.00' 9 T 20.00 O LOT 35 M I \ ?8 Ss BS�tipF�o° I In 01 rn N n N rn �' 4493SF o �n a S0• 3 OS �8g SF 6323, a� 39 0 5437SF p !y �°. LOT 8 S0 .°O s,�cp977FP I Z 1 o �r rn C n o o � 29•00' S \ PA' D 0 00 C- 2� y(t OT Ln 2 F6;1, F �j 3208SF 00 �� '9�2?92a FS t 9 I o N 2l ' " e f t 2452SF N \ rF R �c° ti o • o�p UE N 1 0 J � rn "' o rn Cl) 29 2g 8 f 2 U. AC C222 m go y \ \ FSy �7 ro �� A°9� o N o N ^� 0 4 00 365.9Y �\ " 1 \\ ? 1 o n 2 2' O / rT 2.55 N38'4T35 W 49.07 O N 13.68 rn O 8.0p, oA ��'� 0°3 1 TRACT L 1 J ,n - 40.00'- - 21.72'� �'j ° oi' a o N r� �8p0 2��' � S C23 NANNA LN ? W 9'x12' TRANSFORMER I 320 SF 1 N 3 o N �' c0 cb 8pp• 2 �7z? - _� - ,^ S38'47'35 E 61.72 .d V/ p \ co SO SO< °' S ESMT. 1 0.01 AC I I o 1 34 o rn o o qD 4 8•p0, N38'4T35"W 79.0T Q LOT 36 O \ O• p 6 OS, PA, O 1 30' go" � � N o N CT 5770SF \ \ S3 A0 .,� h �S O ' S3847 35 E 105.00' fC f 4.0 rn o �+�; 24 " Q `� O " DE, UE I N wq�Rftco 3 o rn o cV ��• C i r(I� � \ �+ Eo ' O 1 SMr 0' o n 4 K N38'47 35 W 49.07 r'is Prl� AG 3s \ F �O �0 00 F 27.50' 22.00' 22.00' 33.50' 2.50' o N 3 5.98 ' a gS (� 0 N O . SO 2 C h' O`er 8.00 1 8.00' 1 , S \30,5p, 0 rn v o rn o a� 17.91' RACT J i S0, O 03 �8 O ra �. BLOCK 1 (ESMT. TIE) 0 212g,� " _29 7& ti 0J ^ o h 2 Al. Q n n n 0 I 1 8 f 33 O' �2 C S 9 S o o COtr LOT 17 `l ' Off' 3206 SF ry _ 01 0 0 I ri 0I 0 0 3Ss O K g0 J rn o ti O� S0. RS .� OS? AC PA, o rn 10 g0 F O n 0 0 0 cn I I N O o 0 I 9, P F sr , o O °� ti O , 2 ` 1S N 0 0 O o PO I LOT 31 3600SF 0' A, 0, N 0 2 q A, T v O O o• Do 1- co co n I ao 10.00 2 0f 02 A rn 4171 SF O 00 4b 2, l%, P o \F 6 c0 \ 'n r) 1n N 'n O 0 3 'h l M 8.90, (/E C o tv �. 00. D E, U E 1� o} O c0 c0 N O I S F 2 �, 0 iS 0 I LO 100.00' 13 �`' TRACT H 27?9' y� 28 �^ O O O S �P����� °�A FAQ 6 O� O �P G ,� QO - - ri N in I N 40165 SF 18 ?S 00 28 �� �� O ��O ?9, e ��o , `v \ �. 7• 0 0 0 I00 N f h• �1 Q� o PGA o o \ \ 00 \ _j _ J J O I r� N N 1 N 0.92 AC 0.34' 0O', O G° O S) Q \ -50.01 22.00 22.00 J r o 1 0 1 EA, PA, DE, UE 28.00 �'� ��' ��v �hh o� 89 A \\ " 1 i 1 NMI LOT 32 360 Z 30 �h S SO O� O LOT 14 � 00, ^�°j O� 10 36 \ NS38'47 35 E 94.01 5, I SDf; I N I �S' h °7• ? 2710SF \ /ti O°' \ \ UE 33.50' S Inc 1 00' " 13.00'tir °L^ srSR 200 62 �L o O \ _ _ _ N38'47'35 W 207.41- _ JI�� p. A - - - - -.74AC - - - - - L - - - - - - - -- - - - - - - - - - - - - -- - - - J 3+ 0 3 ," O F N51'12 25 E �w F 2 "IZ' , o S AO � � 00 \ TRACT A 32266 SF 0.74 AC 0 SEE DETAIL A 01 T 10.00 �1.60 ) S �/(� - N 10 g \ EA, PA, DE, UE I o 01 30' ELCO 7.10 S0 S0• 5, I J aorn w \ Ia0 �T�P•) a0 WATER ESMT. 13.00'� O• m = O J 7• \ " N N 1 10.00 UE rn � srs O \ S38'4735 E 114.33 EC# N38'4T35"W 482.44 LOT 13 '� N NI _ o O°3S 60 OA, �O -38.33 - -36.00 - -40.00 +- SD& I S 0 , -55.00 - -50.00 - - -50.00 - - - 50.00 - - - -51.00 - - - 56.00 - - 51.00 - - - -51.00 - - - - -58.44 - - ^ 2840SF N N 0j(1�(�� I 1 TRACT 1909 SF 0.72 AC S01'45'43"E I 1 N e \ I OS, PA, DE, UE 8 22' 65.00' z LOT 41 cn N e0' I I 0 9 , V C " O O co o I ROW I cn cn cn cn v � w � w I o LO 12 1430SF 0 40 0 40 80 4, 9 °' CL 5557SF / I- I o 0 0 0 cn in cn cn 1 c�i CIi \ ` -1 O O N O O O 0 o O O V O H7 O C0 O O O o O O O r N 5'OO N 7' Ali 0 1 M O "J o O u7 O � 0 It 0 O O o m O O It O m LO scale 1'=40' feet \ Do I I o 0 m o0 0 0 w I o 0 / rn I� LOT 42 01 Ci rn ' rn 40.0'--40.0' rn1 rn N rn 0) rn 'n rn rn iO rn rn rn `n co w W 1 0 LOT 1 1430SF 0 b M 4922SF i- F (0 r- ro 0) N 6 .00' N 60' 0yo� v ti6' G8� V' 0 0 I O O O O _j O O O 0 3 v ROW / 1 BLOCK 3 J J J BLOCK 3 J 10 1853S5 6/ 69.84' 136.00' 40.00' I 55.00' 50.00' 50.00' 50.00' 51.00' 56.00' 51.00' 51.00' 65.00' 1 28.00'1 65.00' 30'�1--30' 8 \ S38'47'35"E 145.84' 10.00' S3847'35"E 582.00' c' ° NNNN n Spa SD�r 4�P 13 7 9 C2� TEALBROOK DR - 184.45' _ _ _ _ -WO _ - _ - 652.00' _ TEALBROOK DR )) / - S38'47'35"E 1896.45' TST, INC. n CONSULTING lENGINEERS sGW yERS w w 1 Suite 200 Fort Collins 110 10 LOT Phone: 970.226.0557 Colorado C2g SEE SHEET 12 Mhtc,% f t �� �- ��� t�lts�u �t oar TYPICAL 6'X1 O' SIGHT 6' JOB N0. 1230.0009.00 ALLEY - d sfaAc� LEGEND NOTICE: ACCORDING TO COLORADO LAW, YOU MUST SCALE �Q DISTANCE EASEMENT 6 (TRACT) LL �Sr t ` / -------- EXISTING LOT LINE COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN 1" = 40' FOUND SECTION CORNER AS DESCRIBED EXISTING RIGHT-OF-WAY THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST LOT S (�£ y0 T DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION DATE SEPTEMBER 2024 / 111A SET #4 REBAR W/ RED CAP, PLS #38348 - - EXISTING SECTION LINE BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED �j MORE THAN TEN YEARS FROM THE DATE OF THE I)? SHEET PROPOSED LOT LINE EXISTING EASEMENT CERTIFICATION SHOWN HEREON. O1 KEY MAP DETAIL A - - - PROPOSED EASEMENT PLAT BOUNDARY 1 7 of 15 SCALE 1'-40' rt6►a. �i- LiAw SEE SHEET 7 Nlti¢G6i /-/^e, SEE SHEET 6illillilillll C7 C8 N36.5a 24„E ro j oc % M / p 262.50' SSrgF�FR LONGWOOD DR - 280.00' - - _oo +- 4.00' - - 329.02' LONGWOOD DR oo - �� C9 e o z Of 6,�FSr,rpT t 9'x12' N51'12'25"E 875.52' O f `D�� SO` g M A S4 ? n TRACT FF OS, PA,2DE� UE AC ro r�' 1 031855 M 5 w 0 c 9, TRANSFORMER o o S F m �' ESMT. 12.00' N51 12'25"E 299.02' C10 C11 C12 G13 215.00 \ o `O1 14 � N51'12'25"E 480.50' \ p0 N 71.03' ``' w r 409.47' I TRACT Y 16267 SF 0.37 AC BLOCK 7 0 28.50 22.00' 22,00 27.50 28,50 22.00 27.50 28,00 28,00 28,00 25,02 13.03 \ N \ 91• o LO _ P: -I w \ J o Y TRACT Z M 00 16.00 16.00 " OS, PA, DE, UE BLOCK 8 \ W \ 3pg45F m M () 61 16.00' 16.00' N35'4913 W 15.34' N51 12'25"E 233.00' N oo ,� ,� ,� L` \ \ o Lp1 13 O 4 A M N n cn cn cn n cn (n n U) cn � \ A \ o J DE M 21.50 21.50 w 28.50 22.00' 27.50' 27.50 22.00' 27.50 27.50' 22.00' 28.50 N � N N ro N N Do 00 Do 00 <t d N -r p0 LO 0m M . �` � rrdnr` DO Mn CD o o O o O -It FUTURE o o D n n o n cn n cn V) V) ( n n (n ( N 00 op M O O O r n ON oNONONOoNONONO N O N O N O N p N w cLno g1' 4SF oo, O J 10 ROW 1 ) O 00OOOOO O) 0) N N A N ) O) A A A O O66' D VELOPMEN Nor r- Or- - _ N 47.29' _ _ _ O M 00 00 M w 2 o o - o 0 O o o O o DO O 0 (� 5 �0 „ t t- t- t t- r F F (O o, N51'12 25 E r"ci "i ` "S N (ri u) o 'ri "� D) `ri 00 ri r- 'ri w n (ri (ci M (ri N (ri ri i� o 0 0 0 0 0 0 0 0 0 0 o OJ \ OE\ oo, M � w � w � w w � w w \' w w w f w w w w w F w w \ 00 o a m W O J J J J J J J J J J J J g1• m O H f- F- 1- 1-- 1- t DO \ \ M 30, 36' D( goo a �O' 2jOT N o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 /2p M De 18.46' 30 p0 SF O4 `� ` ^ 6 M N 48 48 \ 3p94 to DRAWN S; 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' 28.0 ' 0' -28.00 28.00 32'Sg 2q E 62' \ -o LOT 11 BRB I r� �R SOT 6S013.24' 16,00' 16.00' 12.00'- N51 12'25"E 352.00'- - - - - - - - - c 0 0 - N51'12'25"E 348.46' - - - - - - - - - - - - - _N36. \ o• Z D O c m SEE DETAIL A 12.00 TRACT DD 9� \ g1,00 o w CHECKED DAP a 7> 4j / 16.00 m 0 16.00 TRACT W 12357 SF 0.28 AC EA, PA, DE, UE o 0 3D' ELCO „ g5• L5 Q'o 4D of 7 c 0n Dp (TYP.) a0 WATER ESMT 38622 SF 0.89 AC 24 E \ 1 0, o o� ryrV. <oT 6S0 430 ��•�/ 12.00 N51'12'25"E 328.06' BLOCK 7 N N BLOCK 8 L23 12.00 N51'12'25"E 351.96' REC# EA, PA, DE, UE N36'S8 _33 pd 0 30949 W DESIGNED O Sc - - - - - - „ , 32•g� \ c, o �0� 1 rn BRB 4� O 6 28.50 22.00 27.50 - -27.50 22.00 27.50 - 27.50 - 22.00 -28.50 spy 28.50 - 22.00 22.00 -27.50'- 28.50 - 22.00 22.00 27.50 29.0 28.00 28.00 28.00 -26.93 m ' LL L� L� LL LL Li Li L� Li G 1i LL 1i L� Li L.� LL L� Lt- \ O O, � FILENAME 83.06 cn (n cn cn rn N cn cn V) ® cn cn rn cn cn (n cn U) N d 1 p0 1kD4 N O n 1" O r r O N V) O O r N O O w LL O OD09_Plat `� L21 \ w en 9 w N I <p /�1 QO °1� rD• G ry 4 rn 'n 00 00 M 00 ao M 0 In M M 00 L22 0 M M 00 L� L� LL LL L� cn �' o °; o, 1 26 T 0 0, / F m o 40 0 �f 0 1� 0 1� 0 �* 0 0 0 o 0 I 0 00 0 � 0 � 0 r- 0 0 00 0 � 0 � 0 o cn v) cn cn v) N o 55F ,� p 6 �9 `V' a / m r o o o O o o O o - o o o o o o o o o o o o N o 0 o w o 318 (n o O 8SF D(h /, m C) rri O In rri N rri rO (Ci t rri M rri w 1n r- rri w rri Ur an rri O (Ci 6 N 6 LO M rri �' Ui Ln Ui w rri , � 's A O' d- 0 W \� \-pT 9 4� O (O N t0 N (0 N c0 N (D N (O N (0 N (0 N c0 N (O to N (0 M (D ro tD M cD tD M (O M t0 M t0 r ) (0 N M N i0 N M N Lo M O Y� N O , TF�1 J GF ���•�Q� a� / �A 1 r- � Do r- C) r, o r; o o g1.0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M DO r ) 00 M DO It Do � aD 1117 Q / J J J J J J J J J J J J J J J J J f�, ` �' J \ � EE O 19.80' 51.88' VO F- F \1 o N \ r' pGS AC \J W / 28.50 22.00 27.50 27.50 22.00 27.50' 27.50' 22.00 28.50 (ESMT. TIE) 28.50' 22.00' 22.00 27.50 28.50 22.00' 22.00' 27.50' 0 0 0 0 0 \ Ln \ L18 jR 0�� ., I�I I N51'11'43"E 71.68 / / " „ N51'21'13"W „ J J J J J 00' \ W g12 SF 6E' UE V- / N51 12 25 E 233.00 N16'40 05 W 5.43 r N51 12 25"E 100.00 N51'12 25 E 100.00' 0 33 p \ r 2 pP Z N88'14'17"E (ESMT. TIE) L -J o0 5.16' oo L N 33•p0 �g.8�' ,o LA 1 D, OS' 9A.p0' 28.00' I di 9'x12 N 29.00 28.00' 28.00' 28.00' 35.85' 24 E o °'= 0 `t IN N 0 TRACT BB 9'x12' TRANSFORMER TRACT GG N51'12'25"E 148.85' 1 34 N \\ , L20 3185SF ') I ESMT. 12.87 3 1$ I TRACT AA 0 20425 SF TRANSFORMER o0 w w 00 25298 SF „ g2,87 p J oo M l0 0 68 0 0.47 AC ESMT. r� in o LO 0.58 AC 58'24 E 3.00 0 0 ^ w LA l N l• M o M 1� 11.84' 36' 3 \ o. to p0 d Icn cnl 8 A OS, PA, DE, UE IN r, N51'12'25 E 152.84 33.0 \ op 0 OS, PA, DE, UE " p \ (n 91• LO M Im mil DE m 0 rn 29.00' 28.00' 28.00' 28.00' 28.00' \ 5 \ 30g4SF C7 � FUTU E D EL PMEN M M , z IIo 0 o N5112'25"E 233.00' BLOCK 7 `� �_ m BLOCK 8 N51'12'25"E 200.00' 16.87 Lv o Q OE o \ `p( 7 tO m , 1 9 I �I 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' w 0 0 0 0 N N o � 1'p0 0 M L� L L� ti L U- L� L� U- z Li L L� L� L L� L� L V-) U-) M U) M 0) O. \ (') 4 (.� \` J p I' I I w (ry O GO t\ O DDOO n O N Q I N O O n O O N N N N N N c0 U O D) 01 S Q 0 0 0 0 0 0 d ri F m s (n rn N rn rn (n (n u7 1 p (� 32p2 r� � I ` LO M M w w M N Du M U� I- N M to t w w IM M 00 \ f \ O 6 S\ S .� 0 o 0 0 1� 0 0 o o 0 00 o z 0 o 0 a 0 0 1` 0 0 0 o ^ o � 0) r- 00 ^ r, r- w rn M d O (n c LpS 86� o o o o o o o o o o o o o o o o o o o DO (n a0 rn CO It Do � DD � 00 It \ , O Ki g7' O1 ` 26� (ri rri (D N u7 L6 -t rri M L6 N Ui ui o 6 0) LO 0 (ri rn uri o0 ui � (ri (D (ri (n (ri d L6 M L6 N (ri � 1- t- ro \ '' CIA 24^E g3' 6 Y 00 S w M (D M w M (D M (D r) w M (D M (D M (D N w (D N (D w w L0 co Ln (D Ln (D U7 (D U7 (D M w 0 0 0 0 0 O J , I g'Sa 2 C Q M �S8 O�� J J J J J J N3 O w d X6. �t N 1- 1- t- 1- � 1- � 1- � F- 1- 1- 1-- � F- c(r. 33. 06' �0 ri ? , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m 6� In w 6 S(y.� J J J J J J J J J J J J J J J J J 99 " g9 112.07' 1 N 1 r` c� 6' N51'1225"E 333.42'C14 -28.50 22.00 27.50 - 27.50 22.00 27.50' 27.50 - 22.00 -2 -04 8.50 , s I 5mC 28.50'- 22.00' 2 27.50 2 .50 22.00' 22.00 28.50 - 29.00 28.00 - 28.00' -28.00 28.00'- 28.00'- - N36.55,24 VE 9- I LOT 5 2273SF w bo ��9 0 N51'12'25"E 245.00' m� 30' ELCO N51'12'25"E 390.00' TRACT DID I (6 (3Rqq F- bo \O� 0 12.00 0o SEE DETAIL A oo WATER ESMT. c . 12.00 m(� 9.00 862 SF 0 89 A N 65.Ob' Z cn " ao 12.00 TRACT X 6860 SF 0.16 AC EA, PA, DE, UE 16.00' �TYP,� REc 38622 C I O N5� 12 25 E 345.04' N 16.00 16.00 16.00' 16.00 16.00 N N _ _ _ 12.00' m v EA, PA, DE, UE o) 0 0 - - - N51*12'25"E 467.00'- - - - - - - - - - - - - - - - - - -- - N o LOT 4 1430SF o ao- - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - r^ u 21.50 m 23.50 23.50' - -- - 23.50 23.50 - - 21.50 Sml So�� '28.50' 22.0 22. -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 30.001 N 65.00 N M `_ m 3 / O 1 o ^° LOT 3 1787SF (on M rn 1- _ LL li li L� L� Li (i L� ti LL L� Li L� L� L� L� L� U- iL iL Li L� fi L� L� L� L� LL L� O TRACT CC cn (n (n (n (n (n (n En (n (n (n (n 60' 0 co (n (n (n En In U) (n (n (n (n (n cn N (n U) 77' O O w w w O O w w 0) 00 w w w M N N N N N N M C a0 w o0 w N w w O N d ROW -( 1092 SF rn LO M �. M M ROW °n o o o o n \ (MD `rn �n `ro �n rn � 65.00 M 0.03 AC O O O N O N O 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 O O N O N O N O N O N o N O N O N O N 3 Dp - wM W O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O e M O O Z OS, PA, DE, UE >; ,n N (o LOT 2 1788SF (n w (n O N M d- (f') w r w .- O O N M � w w r� DO 0) O N M "t M w M O M O) � O) d m d Q7 O d- D7 m �t m O O 0 30'y�30' OI w 0) w 0)) (0 0) w (m w 0 w 0 w 0) w 0) aA (D D) w Orn n 0 r 0) r 0 r 0 r\ 0) r 0 M Y I rco 41'---�I.r36' 00 H 1- 1- 1- f- H H 1- F- 1- H r- I 1- 1- F- 1- 1- 1- F- F- f-- F- 1- H H I- H H F- N 65.00' N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a = a 9'x12' rn '� J 5' o O TRANSFORMER ? m UE I In LOT 1 1852SF to 06 a BLOCK 7 ESMT. � 1.62 (ESMT. TIE) BLOCK 7 BLOCK 8 I 235.50 L 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 28.00'I `� 65.00' (� N51'12'25"E 480.50' 12.00' 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' S Dd So o 1 12.00' r I OS, PA, DE, UE o W W Z 031 Uw U) n maak O k' 3 W N51'12'25"E w cc 3W N3 546.50' MONTAVA AVE MONTAVA AVE 10.0 -o o- - - - - 590.00' - - - - iv 3 57.92' "O I M N51'12'25"E 1136.50' 0 0 } - 00- o o l i) `v I 0 0 � _57.9_2'-J roo n 1 S51'12'25"W 0 0 I M /mOT-� fl r rArESEE SHEET 10 'v�q�Gvs \,�rL� - � �10� �'� ''7 ® �- ��� 14 u LEGEND 14 $ FOUND SECTION CORNER AS DESCRIBED w / O LOT I\� ® SET #4 REBAR W/ RED CAP, PLS #38348 U)) 10 e PROPOSED LOT LINE I NOTICE: ACCORDING TO COLORADO LAW, YOU MUST TYPICAL 6'X1o' SIGHT 6 COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN --- - - - -- PROPOSED EASEMENT ALLEY - Y 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 EXISTING RIGHT-OF-WAY WAY I BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED III 10' LOT MCERTIFICATIONEN TEN YEARS SHOWN HEREON.FROM THE DATE OF THE TST, INC. EXISTING SECTION LINE CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins 1G Colorado 80525 I EXISTING EASEMENT Phone: 970.226.0557 PLAT BOUNDARY DETAIL A JOB NO. SCALE 1'-+0' 1230.0009.00 12 40 0 40 80 SCALE 1" = 40, 11 scale 1"=40' feet DATE SEPTEMBER 2024 KEY MAP lo � ° "�lL 8of15 N . T. S. m 14 NOTICE: ACCORDING TO COLORADO LAW, YOU MUST ' COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST LEGEND DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION \ �� BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED / 14 MORE THAN TEN YEARS FROM THE DATE OF THE /�J SEE` �L A CERTIFICATION SHOWN HEREON. FOUND SECTION CORNER AS DESCRIBED w ���"'lll 14 / \ LOT SET #4 REBAR W/ RED CAP, PLS #38348 c~n 10 0 PROPOSED LOT LINE z 5E ® / B ET 30 OF 6" RE AR TYPICAL 6'X10' SIGHT 6' 0 N 9 \ 3. 5" L. CA PROPOSED EASEMENT DISTANCE EASEMENT 6, ALLEY - 5 o / SOT �Op. \ AMP L 38 -------- EXISTING LOT LINE (TRACT) LJj %KC° 977R 3j85 \ EXISTING RIGHT-OF-WAY 10 LOT 13 LOT 00, EXISTING SECTION LINE GF/O 73 EXISTING EASEMENT pc• 97 R�, \ PLAT BOUNDARY DETAIL A 0 / y <p op, Vv SCALE 1•-40' w 10 ,/ 7 T 72 �vo° \ o 0 12 n' h OT 7 O' 131.00' 7 } r� �O z 309 �o (SEWER ESMT. TIE) /�36. DRAWN 11 j yro 940 RSF f 58. V :� OT O• � 2R, //�11 �,;0 , 70 OO \/� \6J CHECKm BRB DAP ��y 0`9 �� S7S' DESIGNED KEY MAP ,'�� <OT BRB / L1 7 9 OO O / / \ RLENAME N . T. S. ,/ �L18 37B ya' rV 00/ / 0009_Piat 9 \ �00• / O v OS 20 S�0T 00 njca //O L20 97y Op�0jF Ah O�/ //\rod 037 \CEO 37�7 LF / �pj ,r�V 2 OQ 2' TRACT MM / , 5230879 SF / 00 T63i 00 /'' /.OH O O� 120.08 AC / gyp• 'y \ DE, UE, <01>1 FUTURE DEVELOPMENT �( O h` ,sF,s \ `10' 0Rr1 �A �6� '°o 6'pS82R.6 32O2S� FS�R/'\ 9�' 13.85' !O 6S A 26 /. (SEWER ESMT. TIE) / �OS,r, tk 9j, h/ /rn F�q F b / y0 2 p, s� ry�• �� o /� �oT TIN `L1�5� h/ TRACT 00 Q D` 1 . 5 AC Z _ E, 0 �O-° FUTUR DEVEL MEN '�° \ �o f,i ` N38'47'35"W 328.71' / / co CA S j�R` 1�rk°ti°° s o r ti° `tis II II o Ld ' Ti WI in co F— (� y .tk �$h !O� �s 2 A �sT o ss\S� c�` I I 0 °° \ Q 53 � �� ��� °°' °3c till �3ci �PI j0 Z / a. J'\ 5��� s° rye III IIN �TG�/ �h eyotf be 1 O 1 I m� — — — — -- - -fir,-�•f� �01� W�� 7.35' - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- I I E _o iS O.o7"TiXT 378.64' C 1 YAA t' O.oo' 7.37' 30.02' 30.02' 261.34' 5 cb°�3'�r5° E �l• 6/ .--� S Do'�5�37�' i67g.97' N8g°25'igE 7. E 1/4 COR. SEC. 32, T8N, t i �1 R68W, 6TH P.M. FOUND C- 3-1/4" BRASS CAP IN ' N o o MONUMENT BOX LS #15278 INGIDDINGS RD �� oo — — — — - - — — — W00 0 S00'33'45"E 2642.14' S0035'37"E 2633.48 mo (ice NE CORNER SECTION 32 FOUND 3.25" o m BRASS CAP PLS o_ 15278 IN RANGE BOX SE COR. SEC. 32, T8N, R68W, 6TH P.M. FOUND #6 REBAR W/ 2-1/2" ALUM. -` CAP IN MONUMENT BOX LS #17497 - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - -- - - - - - - - - -- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- v! P r;Orrnn UNPLATTED c>/L2. 1 0 UNPLATTED TST, INC. t/y 00 CONSULTING WhalersgW Way SW S33, T8N, R68Wy� NW S33, T8N, R68W F� �`//tls '�2Q. Suite Fort Collins . I2GY�7� 'a�j Z Colorado 80525 1/ / (Er22 00 Phone: 970.226.0557 JOB N 0. L ti 1230.0009.00 40 0 40 80 SCALE 1 = 40' scale 1'=40' feet DATE ' I SEPTEMBER 2024 A �,l SHEEN I0� °� 9of15 Wwi!f_h Gig SEE SHEET 8 I I . W In N LO M Q alh 3v M 2.(3 546.50' MONTAVA AVE ! MONTAVA AVE WN51'12'25"� W r1 - - - - - - - - -o o- - - - - 590.00 - - - - - o 0 10.00' 57.92 01 M o N51'12'25"E 1136.50' 00 001 a Z v TRACT LL N 57.92'-po 0D o 1092 SF - - - - S51'12'25"W N n j 0.03 AC / o 1 S, PA, DE, UE 16.00' 16.00' 16.00 16.00' 16.00' 16.00' O12.00' 200 h D M N51'12'25"E 480.50' N51 1225E 560.00 , 235.50 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' 65.00 p BLOCK 9 9'x12' 0.45' (ESMT. TIE) BLOCK 9 ! 5• f LOT 3 1788SF � n r y N TRANSFOESMER T. o of BLOCK 10 BLOCK 10 o uE LL L� L� L� Li L� L� Li Li L� LL li LL L� L� N 65.00' N N r 0) (n (n N !n N (n N fn !n 0 (n (n N N N (n N !n (n N !n (n (n 00 (n N (n N (n (n M sTs 01 cD O O "o 00 cD t0 00 O t0 (D n N N N N M N N d- m a0 00 N 00 00 00 O m O O Vl V u7 _ 01 O O O O O O 0) rM d' +n. +n. u11. +n. n o Ln Lo � <r r� o LOT 2 1430SF o 3 a 3 01 0 - 0 a o 0 0 - o - o 0 0 - o - 0 0 0 � 0 0 0 0 0 04 0 'n 0 0 0 0 0 N 0 0 N o N 0 N 0 N 0 +n 0 +n 0 +n 0 +n 0 r 3 0 O O O N O N O 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 O O N O N O N O N O N O N O N O N O N iA O N 65.00' N PO IJJ \ m m rn rn m rn rn m m 0) 0) 0 rn � rn rn M rn rn rn rn 0) ry rn (m rn (m a o1 DD 0) (m 0) rn 't M I r- N) O CO00 r (0 L V) N s 0) 00 r LID n n N O 0 LOT 1 1852SF 0 ; / m ;r D� L2150' OOOOOOOOOOOj� O O 0 0 0 0 0 O O O O O O O O O O 3 in ao J J J J J J J J J J J ZLo N BLOCK 10 N ZDRAWN J J J J J J J J aD00 77' (n oC BRB NRow - 23.50' 23.50' - - 23.50' 23.50' - - - 21.50' N 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' S51'12'25"W 65.00' // CHECKED Q 41' 36' 16.00' 16.00' 16.00' 16.00' 16.00' 16.00' SEE DETAIL A 0 c L 12 00' S51'12'25"W 467.00' m Z o /' DESIGNED DAP 7 23.00' N m BLOCK 10 349.37' (0 /' BRB - - - - - - - - - - - - - - - - - -- -- - - -- r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' r - - - - / o m \ S51.12 25 W 303.00 FILENAME I L JN� o rjlJc " 8.50 �0.00\-8.50' - -- �o - - - - - /// 0009-Plat 10.00' lV� m m� N51*12'25"E En 0 r,o � I ;o 7.00' / I TRACT KK /' �O�O 40510 SF / OJT\alb 0 0.93 AC / / � Q R o 225.00' o z I co 0 0 EA, PA, DE, UE ��G �`� o TRACT JJ (SEWER ESMT. TIE) z 4 // �P�\g 104 N O7 / GO Or 0 O+ I ( w O A 3 3 0 3 3 r / p �1�'�a`0 Ln FUTUR DE L PM T i. i• M o�v / a0 'coo00 00a`0 i o�J PO M M 00 / !1 Z TRACT II Z Z Z O / M � 924 o 1 p 0) E2 ACM 0 Y 00 FUTUR DEVELDPMEN �`l } 04 � in I J I� cnww / W inGO 28.00' S51'12'25"W 1 L ROW / ( (9 w 30'-�1�30' 009 SF A (" w w 10.3 AC \K �� �� \0 k' DE, / / m W �3q FUTU E DE E OPMENT / // COD '^ 30' SANITARY (EC ' ELCO o , / ` BLOCK 9 SEWER ESMT. 1 - ER ESMT. m�O // \ A 1 - - - - - - - - - - - - f- + 'a li N51 12'25"E 211.82' C32 /�0/'u A.) Z 84.00' �00 / 0 (SEWER ESMT. TIE) C33 ` '1y / \ 0 � N51'12'25"E 247.82' o - �- - o o l rly "� P� 1 � / 17 / � 8 � / I /'' �so. '°c 6�RCAF SEE SHEET 11 L he C. mmm fit \ 3 c3� NOTICE: ACCORDING TO COLORADO LAW, YOU MUST mmm COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN \ �s• THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST \ l 14N NO EVENT MAY ANY ACTION J13 BASED UPON ANY DISCOVER SUCH EDEFECT I N THIS SURVEY BE COMMENCEDJ� MORE THAN TEN YEARS FROM THE DATE OF THE 14 CERTIFICATION SHOWN HEREON. `s n. \\ / oJ� / r 8 LEGEND 13 FOUND SECTION CORNER AS DESCRIBED w f� 10, LOT SET #4 REBAR W/ RED CAP, PLS #38348 (n �� �' /OAgRF TST INC. PROPOSED LOT LINE I CONSULTING ENGINEERS TYPICAL 6'X10' SIGHT 6' d �� / C tT 748 Whalers Way � -- --- ---- --- - - - - -- PROPOSED EASEMENT , ALLEY - Sx ,� Suite 200 Fort Collins DISTANCE EASEMENT 6 (TRACT) // Colorado 80525 -------- EXISTING LOT LINE I / Phone: 970.226.0557 O 12 EXISTING RIGHT-OF-WAY I 10' LOT �Oh // ,roe No 1230.0009.00 EXISTING SECTION LINE / SCALE / 40 0 40 80 1" = 40' EXISTING EASEMENT scale 1"=40' feet DATE PLAT BOUNDARY DETAJL_L+ / SEPTEMBER 2024 SCALE 1"=+0' KEY MAP l z� SET SE COR. SEC. 32, T8N, R68 6TH P.M. / l N . T. S. FOUND #6 REBAR W/ 2-1/2" ALUM. CAP DI 10 of 15 IN MONUMENT BOX LS #17497 NIQf,A L1ne SEE SHEET 12 5u� /?ode B'lr i O I, Z �^ LEGEND / o0 FOUND SECTION CORNER AS DESCRIBED V� o co m ��� off^ SET 4 REBAR W/ RED CAP, PLS #38348 O� �� G D Dom; ; ry0 PROPOSED LOT LINE O�'� j �� � w z ^d ���� _ PROPOSED EASEMENT 5�11 P�� �O Ljj o N N � -------- EXISTING LOT LINE N EXISTING RIGHT-OF-WAYr-j W — — EXISTING SECTION LINE ME14 co - - EXISTING EASEMENT �\ �� S9ep 2p PLAT BOUNDARY 1rL l/ X Q icTq�F,P ��0� GO \ / 14 0 g AcsRT 14 'm TRACT RR �y�°c �c 327 — DRAWN DE.1 \ 8 BRB , \ FUTUR DE EL MENT // \ \ CHECKED 9 DAP \ / DESIGNED BRB FILENAME 2 '' \4 F90\ s , \'2� .5� 0009—Plat �Y 10 lot 12 \\\ 0`�� KEY MAP S00'33'45"E 554.02' \ \ N . T. S. \ \ \ NOTICE: ACCORDING TO COLORADO LAW, YOU MUST \ \ COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN \ THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST \ as1 ISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION \ \ B ED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED \ /Y/ MOR THAN TEN YEARS FROM THE DATE OF THE \ CERTIFI T10N SHOWN HEREON. \ p0 80.00' ROW PER \ 0v'� ROAD BK R, PG C 152 & BK 2289 T IG 1283 Z \ �c>'�\ C, \ O 30' 50' \ M co \ o o� TRACT PP v yn 16 0 DO3 DE�8 A�C ` ��� 't FUTU DFiVLL'OPM NT ` O�I � v� (6 TRACT QQ 44JZ � 1 LO FUTU E DECE PM NT w 1 Q • M UE I I il� N I 00 I C�C o_ (n I M r L I U M Q I U I---_ I I > I Z_ I Q H z o I I 00 IM , _O I N O I W M �p O N � a0 CID O O IO N)I 00 N �01 NT 6 F I VI ��vMrN n m— 2e G'{y �"` 3 - -8 -- - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 588.84' 618.18' 40.50' 39. 0' 1 2691 . t n l� o t� G Drj7 N1 N��W 1' 0 , rn �S� COR. SEC. 32, T8N, R68W, 6TH P.M. u 4 " yleu+G/o z '�� FOUND #6 REBAR W/ 2-1/2" ALUM. n Imo N GIDDINGS RD �(\� CAP IN MONUMENT BOX I 00`�A a — — LS #17497 + — — — — — — — �no �— 1 S00'33'45"E 2642.14' — P?m o E 1/4 COR. SEC. 32, T8N, TST, INC. ro �� R68W, 6TH P.M. FOUND CONSULTING ENGINEERS 00 CO 748 Whalers Way u m 3-1/4" BRASS CAP IN MONUMENT BOX LS #15278 SuiColorrado 80 Collins s OD Phone: 970.226.0557 JOB NO. C 0-0o m o 1230.0009.00 cn i q� 00 SCALE p z>DO 1 I , — — — — — — — — — — — — — — — — —— —— — — — ——— — — —— — — — — — — — — — — —— —— — — — — .— — — — — — — — — — — — — — DATE -Zi�� m UE BY $min Z 1" = 50' N — J SEPARATE rn DOCUMENT r z m I R W ��m UNPLATTED ti1, SEPTEMBER 2024 -- � I - - SW S33, T8N, R68W Ill /4t�' SHEET 50 0 50 100 11 of 15 scale 1"=50' feet I �f Go( -Sr�-r 1v43zr 11ne &nm /Z:vs-cC, SET 30" OF 6" REBAR WITH 3.25" AL. CAP STAMPED LS 38348 mD� t ` O / 1 20' UE BY ( O O 6eAlpL.4T/� SEPARATE n z — DOCUMENT N0033 599.41 f `' ' 10 877.22' 1 322.20' 41.901400.00 100 D a!o0 K, 7:051�a < � / / Z m EX. 30' BOXELDER m o ZLd X V) Z o<o z < SANITATION DISTRICT w �^ o r I w z a %n ESMT. BK 1928, PG 822 M w N (AU & BK 1970, PG 32 I z yu G' 00 C+ J N Cil V W rr W W S51'12'25"W 80.00' p W TRACT SS a 326406 SF EX. 30' BOXELDER 7.49 AC SANITATION EA, PA, DE, UE DISTRICT ESMT. m d REC# 20230038914 U �. DRAW S38'47'51"E 80.00' \ JF 0 > 1�3 ! BRB CHECKED 'n TRACT MM DAP N 5230879 SF DESIGNED \ \ \ "l`, �.�✓ 120.08 AC BRB �pO� \2 _NP W DE, UE, RLENAME (/f,N� FUTURE °' \ 2 sue• CEPTION PARCEL {/ DEVELOPMENT 0009_Plat (EXCEPTED FROM TRACT SS) f �i9�`,c'6 �jo / 183.39' 1. 159.60' N00'35'37"W 342.99' TRACT \\S. \\ � k �c� p0, 2 327 \ \ \ �� 1kb. SEE SHEET 7 o DE, / N� o FUTU E DE EL PMENT \ �$t \N 0 A °o 14 14 80.00' ROW PER / / ROAD BK R, PG / 14 152 & BK 2289 PG 1283 / 1 � 30' 50' z 6�� C E 9 Z o ��96 �� G t 3 O �r 10 12 /UJ� CO DO (n M m o p�`°�k 0 11 Q o d' Z 0 X 4 F •A�d`. 2 N Q 04 ni4m / > W N MITI> - a. L0 o 00 KEY MAP In ^ w S01'45'43"E 1602.59' N N . T. S. Z a o 0 Z m _ N01'45'43"W 1597.41' Iro z _ �,L LS O 'T K �FP/ LEGEND FOUND SECTION CORNER AS DESCRIBED SET #4 REBAR W/ RED CAP, PLS #38348 PROPOSED LOT LINE PROPOSED EASEMENT /7k -—————— - EXISTING LOT LINE EXISTING RIGHT-OF-WAY \' EXISTING SECTION LINE 0�4 'Al", N gyp,. EXISTING EASEMENT s�^ 1\ / 0 PLAT BOUNDARY xx �It h TST, INC. CONS ULTING ENGINEERS NOTICE: ACCORDING TO COLORADO LAW, YOU MUST 748 Whalers Way u COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN Z Suite 200 Fort Collins THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST Colorado 80525 30.27'� Phone: 970.226.0557 DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION PD!NT !)F BASED DEFECT IN THE DATE O TH ANY THIS SURVEY 9ECOMMENCED ws No. 61 MORE THAN 1230.0009.00 SE COR. SEC. 32, T8N, R68W, 6TH P.M. 9 � CERTIFICATION SHOWN HEREON. 00 FOUND #6 REBAR W/ 2-1/2" ALUM. 100 0 100 200 SCALE _ � ai CAP IN MONUMENT BOX scale 1"=100' LS #17497 feet DATE 1 — 100 SEPTEMBER 2024 S00'33'45"E 554.02' 101 ot� � SHEET M.4-r� L , SEE SHEET 11 12 of 15 N j SECTION 32 EEE FOUND #6 REBAR W/ 3.25" AL. 14 CAP PLS 34176 IN RANGE BOX M ATL� LINE SEE SHEET 14 � ���� 0" ?J I I I m ME14 -15` vvilm I I D ------------1, I r cA►JAL, 1 f 5�� o I 0 e>mpAN%f z I I o 14 cn 9k v 'rM 70 0! o o MAPLE HILL I tO QL o NTRACT MM LiiAND BZ "� REC# 20040004921 c � 5230879 SF � LdLi P& 17g 6 m 12 pEniq Of I 120' W-t D r' F----- --I I I 9 C0 o DEVE 13 SET 30" OF 6" REBAR WITH I I M o 3.25" AL. CAP STAMPED 38348 (ESMT. TIE) I ~ N o w �W Z 0.85 i I < 00 0 10 o w 0 v L7 N89'39'55"E 339.61' S89'57'59"E 212.55' CA w b _ . rri 12 CD 11BRB Z o COUNTRY CLUB RD __ _ p✓take....dar r � � E S CHECKED —X o a — e 75.01' — — — — — — — — DAP u' 5 a -N89'49'30"W 9 7*' qh qq DESIGNED JU ~CDN 122H./J I 3 / m: ofa w w � " �1�. 11 IN NT KEY MAP BRB � V) C7 Ql.e +n15 �{I/'•C+ � I OX LS 8 FILENAME x E5 o_ M fCC 11 Y1. x o ao _ - �� - - - - - - o °"^ fk N . T. S. 0009—Plat - - - — 83' o 00 m m �� �✓ S M ROW - - - - - - - - - - -Mvg- - - - - - - - - - - - — WQ� fA 0 `o I t` Mao Ci DO 'z �Lj g1L W W N M<m IlY/1 47.0' --36.0• LEGEND � � ' o_cD 4 W N N o 5 FOUND SECTION CORNER AS DESCRIBED A SET #4 REBAR W/ RED CAP, PLS #38348 /11 PROPOSED LOT LINE - PROPOSED EASEMENT POUDRE R-1 N65'10'30"E 35.17' ———————— EXISTING LOT LINE SCHOOL DISTRICT PARCEL TIE) EX. 20' UTILITY ESMT. EXISTING RIGHT-OF-WAY U BK 1889, PG 512 `;-� �IpCA* C�D o J — — EXISTING SECTION LINE TO E. LARIMER CO. N �1 WATER DISTRICT N roi:A ) - - EXISTING EASEMENT J M l0 L13 PLAT BOUNDARY EX. 50' SANITARY 5�ye I �y �� SEWER AGREEMENT \� REC# 98086673 co �, NOTICE: ACCORDING TO COLORADO LAW, YOU MUST ems COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN I TRACT SS r�' h � sue- u' d 326406 SF IabelL" �t� (bd �r s e \\ ��j� �� �'�� A� THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST Z `� T kip �`Hi y ) �j `l A \. DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION O 75' DIVIDE CANAL 7.49 AC QS /ra f IS \ '`0 �' BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED AND RESERVOIR EA, PA, DE, LIE ,n +�H f c,�1 �Ss \ \ MORE THAN TEN YEARS FROM THE DATE OF THE t— COMPANY 2 f S TION RC i CERTIFICATION SHOWN HEREON. 'yA, CORPORATION e�(G 1 7 � BK 187, PG 163 �0 Cv"o CE F 0 ) RA \ ` re, t revfse� v DE� I,l6GY m v�5 hu'e- �sy ke daSl� LU 7- e4 a. aw o• / Z O / CC A S38447'35"E 47.00' Z TRACT QQ o N51'12 25"E 30.00 44 W �"� 1 .12 AC �? / //g�� 6� / UTURE \\ \ L15 / phi / DEV OPMENT \ 4T \4.y , L16Li oo < zo A \ y \\ S38'47'35"E 47.00' S, o \ / W \ `� `L6 0 7;rN N \ / -A/Cil 00 TIC U p• Q� s sr S51*12 (, 3 '25"W 0.00 C41 // ro a. !:p t / om TR CT RR s // 327141411 SF TST, INC. 70 // 75.10 Ag CONSULTING ENGINEERS Ate, •p. / DE, QK, 748 Whalers Way / FU RE DEIVtOOPMENT Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 / v/ 40 0 40 80 SCALE 1" = 40' scale 1"=40 feet DATE ln,9,,7Z+� Lht/6 SEE SHEET 12 I SEPTEMBER 2024 3 1�y SHEET S COR RRSSECTION 32 I01 o,,, 1 13 of 15 FOUND 3' AL. CAP PLS 20123 POUDRE R-1 1 C C SCHOOL DISTRICT m - - - - - - - - - - UN�c� m — N 20' UE BY I EX. 33' I I I I _ I _. I I I m O o I I I I SEPARATE HALF ROW (NORTH) DOCUMENT I REC# 20040004921 I I I I I I I I MAPLE HILL I I I I I I I I I I OX � m I I I I i I I I I I I I I N SECTION 32 0 I I I I I I I I I I I I I I b� I I I I I I I MAPLE HILL I I I I z HALF ROW (SOUTH) I I LE9�r i E2j 5$G3Z I I I I I IIREi# 2004000'921 I I I I I p'ql "_ Z I I I I I I I REC# 20040004921 I I I I cn aREC# 20040028393 I `K' °P� I I I I I �' m Z� D I I I I I I I I I I I I I I # /_ 6" REBAR —" _ lo w a z FOUND 6 REBAR W 3GE X z irr _i CAP PLS 34176 IN RANGE BOX O L- �_ - _ __I-_ - _ __ 4 _ __ --J-- -- --1- - <o L_ _J L � J__ -_L-J---� -- -- --�--�- 5' owN00'33' 2"W 2648.64' I STAMPED S 38348 w — �. — _ — — — ®N00'33'24"W 2641.44'® S RNER SE CTI N 32 o h20V °L ,r/ 1 - ----- " D 3"�P+LR CAP PLS 20123 C� (LY ) 33'24 W 2590.24' G°C 1 _ N 32 0' 1148.35' N 41.90i Q� -- - - - - - - - - - -- - - -- -- - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- -- - - - - - - - N00'09'05"W 2507.37' ry - - - - - - - - - - - - -- -- - - - - - - - - -07.37' - - - - - - i1 — — — — — — — — — — — — — — — — — — — — —— —— — — — — — — — — — — — — — — — — —— — — — — —— — — —— — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — S00'09'05"E 2487.25' M EX. 30' BOXELDER I j m p m m � SANITATION DISTRICT M, Vll m J ESMT. BK 1928, PG 822I z �p DRAWN BRB r & BK 1970, PG 32 00 TRACT MM �y 52308 L4 1 2 8 AC CHECKED � _ E' NOTICE: ACCORDING TO COLORADO LAW, YOU DAP Z FUTURE DEVELOP NT MUST COMMENCE ANY LEGAL ACTION BASED DESIGNED M UPON ANY DEFECT IN THIS SURVEY WITHIN BRB N w THREE YEARS AFTER YOU FIRST DISCOVER FILENAME TRACT SS 3 rn 0009-Plat 326406 SF rr� EX. 30' BOXELDER o r r' / L/OD SUCH DEFECT. IN NO EVENT MAY ANY ACTION 7.49 AC rn SANITATION N89 39 ob E /t-o8. 80 BCOMMENCED MORE ASED UPON ANY DEFECT IN YEARS FROM THIS SURVEY BE DISTRICT ESMT. L` O DATE OF THE CERTIFICATION ATIONNSHOWN HEREON. E EA, PA, DE, UE REC# 20230038914 `�O0'O° , 70S .Qs0 z /� �I► �sma la hs,l I n� a l skou ma t Gy/00 G140f- SEE SHEET MIDDLE to �: f e (fftv,' a « 70 /zetlre �3 er1� E 1/4 COR. SEC. 32, T8N, R68W, 6TH P.M. FOUND 66 ��, v �Q 3-1/4 BRASS CAP IN MONUMENT BOX LS #15278 I V V v NE CORNER SECTION N SECTION 32 32 FOUND 3.25 FOUND #6 REBAR W/ 3.25 AL. AyJpi(eBRASS CAP PILS CAP PLS 34176 IN RANGE BOX z=� 19 _- -_ -_ S 89 39 06 26�8• rS t'L /00 RICHARDS LAKE RD 'o W a- m _N 15278 IN RANGE BOX 771 89'39'06"E 1608.80' '00'00" 29.71 ^ �- -— —-— o o N - f- -O— '00'00"E 14.7 N66'24 20 E 43.87of 900.00' a o 708.80' LO - - - {.IAE IgDEt T/46r(L7� I - 00- - - -- - '-00E23.36 TY �^ 1C rnl 4¢iN90'O0'00"E 558.18' L70 "ve- 41111L 70 4 ovaL70 S89'39L "E 604.8T - - - - - - - - - - - - - - - - - - - -- t EsJ 71.30' 1 - - - - - - - - - N90'00'00"W 538.13' - - - - - - - - - - - - - - - - - - -- � N89'39'06"W 645.10' \ mf-'z �7o N00'00'00"E 15.00' N90'00'00"W 357.80' S66'24'20"W 43.71' �7e \ m¢<� '0 woD<m 14 --i sfe�e, plce►se revlSR - re{�err/n� �o Zn 1 --- ► i i note � 3 "N� sdpL•� I I A3 ShoWn GCS 15, cb Art Cu/f I a ` NE UNPLATTED 68W Q k 14 Z ---_-� �p//4Lc> NOT A PART 3 1 O - 14 _ -- I ---- � - UE ryQP�QG ? \\ JY/AK� Li4eG►�� i� jam` r CD \\ >_ e TRACT MM M 13 1r In 523 .08 = co LU -----J I z I I(n ) I 01 10 DE, L a a 0 o FUTUR 10 DE L MENT m 1 1 m -- w � --� of to ��' \\�� v a. � o I "' I I� __ I wI _ I 00 NI IN �F� \\ <� 12 Q -i o 1 W a, I I 289 $ `" 1 Z a I W 01 00 N Rp, \\ 11 -- —_ QC) _J \ O LL1 I o I \ DO: � 1 ------� I I \ cc I N I I \\ L 0 1 1 KEY MAP N . T. S. AA L-tNE SEE ABOVE SzQ, Ne rr2—o r/ 3 N SECTION 32 M f FOUND #6 REBAR W/ 3.25" AL. CAP PLS 34176 IN RANGE BOX /1 A A A7/1 SET 30" OF 6" REBAR SEE SHEET MIDDLE WITH 3.25" AL. CAP Q V VV� STAMPED LS 38348 �e vN 0 v e LEGEND p� TR �tYGI�) 1 0- P FOUND SECTION CORNER AS DESCRIBED ^ `(YV 9 S N Y F /S � � A SET #4 REBAR W/ RED CAP, PLS #38348 ; 120.08 AC 50' UE BY , Lvvc� I p � 1', -DE„, auk 20 UNPLATTED SEPARATE 100.00' 7 PROPOSED LOT LINE FUT E DEbEL1DPMEN c��`L� Apc��+ NE R68 DONONT 1 RROW OADPBK pcy PROPOSED EASEMENT G2���A� NOT A PARG �\� EXISTING LOT LINE vi O n�o �OVe S� AA o BK 2289 I�J11 r/ EXISTING RIGHT-OF-WAY o N I PG 1283 — — — v i N o o Z c>c ( � 1 EXISTING SECTION LINE Nao ��co O zam I\ , -cum m o / EXISTING EASEMENT T8T. I + - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - 50' S0' NE CORNER CONSULTING ENGINEERS 6/ DO F- — PLAT BOUNDARY 748 Whalers Way �lJ wN SEC11ON 32 FOUND Suite 200 Fort Collins 7.3 m I A 3.25" BRASS CAP Colorado 80525 — — — — — 261.34' 979.98' PLS 15278 IN Phone: 970.226.0557 vt NOO'35'37"W 2584.30 Mo � MOVE o RANGE BOX JOB NO. w �CQ� -}� LCeN — — — — — — 1230.0009.00 — 1— S00'35'37"E 2633.48' N GIDDINGS RD 100 0 100 200 SCALE1 = 100, m' — — — 0 5, - - - - - - - - -� — — — —— — — — — — — — — — — — — — — — — — scale 1"=100' - - - - - - J L - - - - - - - - - - - - - - - - - - - - - feet DATESEPTEMBER 2024 -- - - - - -- - - - - -- rldFE-BJYiN�♦ Ita��- -- -- - - - - - - - - - - -- -- - - - - - - - - - SHEET SE COR. SEC. 32, T8N, R68W, 6TH P.M. UNPLATTED NW S33, T8N, R68W m� UNPLATTED NW j S33, T8N, R68W i 1 FOUND #6 REBAR W/ 2-1/2" ALUM. CAP IN MONUMENT BOX 1 (� 14 of 15 LS #17497 0 Z O F cn o_ Z F O O w iLd W H Q 0] 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 I 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" 8'17" 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' 1_7 21.97 N51'12'25"E L21 8.50 S51*12'25"W CIS 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 N312'25"E L22 1.51 S38'47'35"E L3 9.44 S51'12'25"W L23 3.50 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 1.38 S51'12'25'W 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 39.16 S38'48'17"E 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' 1_7 40.90 N89'17'45"E O L8 11.00 N51'12'25"E 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' L9 1.0 N51'12'25"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 12.67 N38'47'35"W / C13 305.00' 16.97' 311'19" N38'34'03"E 16.97' C33 640.01' 246.88' 22'06'05" S64'22'43"W 245.35' 111 25.33 N51'12'25"E Q Q 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 12.67 S38'47'35"E W 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' v, L14 9.00 N51'12'26"E 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 10.00 S3847'35"E C17 190.50' 25.69' 7'43'35" S34'55'47"E 25.67' C37 640.00' 101.24' 9'03'47" S85'28'07"W 101.13' L16 9.00 S51'12'25"W / a Q 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 18.33 N53'01'36"W L18 2.47 S3658'24"W C19 165.00' 49.83' 1718'17" N30'08'26"W 49.64' C39 600.00' 117.82' 11'15'05" S84'22'28"W 117.63' L19 10.00 S53'01'36"E Z C20 139.50' 42.13' 17'18'17" N30'08'26"W 41.97' C40 560.00' 379.34' 38'48'44" S70'36'47"W 372.13' L20 3.67 N53'01'36"W0 om TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE NOTICE: ACCORDING TO COLORADO LAW, YOU MUST N/A COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN DATE THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST SEPTEMBER 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 CERTIFICATION SHOWN HEREON. 16 rp LZ 15 of 15